berten 01 LPSI Aux Storage Bldg SPEC Book Issued for Bid 7-8-2026 (1).pdf

PROFESSIONAL ENGINEERSCONSULTING ENGINEERS

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Bergen County Public Safety Auxiliary Storage Structure

TABLE OF CONTENTS 1 of 3

TABLE OF CONTENTS

SECTION NO. PAGES

DIVISION 01 – GENERAL REQUIREMENTS (Prepared by Architect U.O.N.)

01 1100 - SUMMARY OF WORK 3

01 1105 - DEFINITIONS AND STANDARDS 5

01 2200 - UNIT PRICES (Prepared by Artheon) 3

01 7113 – MOBILIZATION (Prepared by Artheon) 8

01 1250 - SUPPLEMENTAL GENERAL REQUIREMENTS & PROCEDURES 9

01 2100 - ALLOWANCES 1

01 2200 – UNIT PRICES 1

01 2300 - ALTERNATIVES 1

01 2500 - SUBSTITUTION PROCEDURES 2

01 2519 - SUBSTITUTION REQUEST FORM 2

01 2613 - REQUESTS FOR INFORMATION 1

01 2900 - PAYMENT PROCEDURES 2

01 3100 - PROJECT MANAGEMENT AND COORDINATION 3

01 3216 - CONSTRUCTION PROGRESS SCHEDULE 2

01 3223 – PHOTOGRAPHIC DOCUMENTATION 2

01 3300 - SUBMITTAL PROCEDURES 3

01 4000 - QUALITY REQUIREMENTS 2

01 4523 – TESTING AND INSPECTION SERVICES 2

01 5000 - TEMPORARY FACILITIES AND CONTROLS 3

01 6000 - PRODUCT REQUIREMENTS 2

01 7329 - CUTTING AND PATCHING 2

01 7419 - CONSTRUCTION WASTE MANAGEMENT 2

01 7700 - CLOSEOUT PROCEDURES 3

CIVIL SPECIFICATION SECTIONS PREPARED BY ARTHEON

SECTION 31 25 00 EROSION AND SEDIMENTATION CONTROLS 7

SECTION 31 10 00 SITE CLEARING AND PREPARATION 5

SECTION 31 20 00 EARTH MOVING 9

SECTION 31 05 16 AGGREGATE MATERIALS 4

SECTION 31 22 00 GRADING 4

SECTION 32 12 16 BITUMINOUS CONCRETE BASE AND SURFACE COURSES 6

SECTION 32 12 17 TRENCH PAVEMENT REPAIR 4

SECTION 32 16 13 CURBS AND SIDEWALKS 7

SECTION 03 30 00 CAST-IN-PLACE CONCRETE (FOR SITE CONCRETE ONLY, NOT

TABLE OF CONTENTS 2 of 3

FOR BUILDING SLAB, FOUNDATION OR FOOTINGS 12

SECTION 31 23 16.13 UTILITY TEST PITS 3

SECTION 31 23 33 EXCAVATION, BACKFILL, AND COMPACTON FOR UTILITIES 10

SECTION 33 01 10 GENERAL UTILITY SERVICE CONNECTION 5

SECTION 33 11 13 WATER SERVICE CONNECTION 10

SECTION 33 40 00 STORM DRAINAGE SYSTEMS 9

SECTION 33 55 00 PROPANE GAS DISTRIBUTION 9

SPECIFICATIONS PREPARED BY ARCHITECT (& STRUCTURAL ENGINEER AS NOTED)

DIVISION 2 – EXISTING CONDITIONS – NOT USED

DIVISION 3 – CONCRETE (Prepared by Structural Engineer)

03 2000 – CONCRETE REINFORCING (by KSI Professional Engineers) 3

03 3000 – CAST-IN-PLACE CONCRETE (by KSI Professional Engineers) 15

DIVISION 4 – MASONRY – NOT USED

DIVISION 05 – METALS – NOT USED (See Division 13)

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES (Prepared by Architect)

06 1000 – ROUGH CARPENTRY 6

06 1753 – SHOP FABRICATED WOOD TRUSSES 4

DIVISION 07 – THERMAL AND MOISTURE PROTECTION (Prepared by Architect

07 2100 – FIBERGLASS BATT INSULATION 3

07 2110 – MINERAL WOOL INSULATION 4

07 2115 – FOAM BOARD INSULATION 5

07 2500 – WEATHER BARRIER (BUILDING WRAP) 10

07 2800 - UNDERSLAB VAPOR BARRIER 3

07 9200 - JOINT SEALERS 4

REFER TO SECTION 13 3400 FOR METAL SIDING AND ROOFING SPECIFICATIONS

DIVISION 08 – OPENINGS (Prepared by Architect

08 1113 – HOLLOW METAL DOORS AND FRAMES 4

08 3420 – SECTIONAL OVERHEAD DOORS (Base bid) 4

08 3596 – SECTIONAL OVERHEAD DOORS (Alternate 1) 5

08 8340 – COMMERCIAL DOOR OPERATORS 5

08 7100 - DOOR HARDWARE 16

DIVISION 13 – SPECIAL CONSTRUCTION (Prepared by Architect)

13 3400 – ENGINEERED POST FRAME STRUCTURES 12

TABLE OF CONTENTS 3 of 3 continued

SPECIFICATIONS PREPARED BY M/E/P ENGINEER

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

23 0513 – COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 2

23 0593 – TESTING, ADJUSTING AND BALANCING FOR HVAC EQUIPMENT 9

23 3413 – AXIAL HVAC FANS 4

26 0519 – LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 4

26 0523 – CONTROL-VOLTAGE ELECTRICAL POWER CABLES 6

26 0526 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 4

26 0529 – HANGERS AND SUPPORTS FOR ELECTRICAL SYTEMS 5

26 0533 – RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 8

26 0544 – SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 4

26 0553 – IDENTIFICATION FOR ELECTRICAL SYSTEMS 6

26 2416 – PANELBOARDS 5

26 2726 – WIRING DEVICES 7

26 2813 – FUSES 2

26 2816 – ENCLOSED SWITCHES AND CIRCUIT BREAKERS 5

26 5119 – LED INTERIOR LIGHTING 4

APPENDIX A

Geotechnical Report (as prepared by CME) 26

END OF TABLE OF CONTENTS

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SUMMARY OF WORK 011100 - Page 1 of 3

SECTION 011100

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project description.

2. Work by Others.

3. Work sequence.

4. Owner occupancy.

5. Future work.

6. Contractor’s use of site and premises.

7. Owner furnished Products.

1.2 PROJECT DESCRIPTION

A. Site Work:

1. The site work for this project generally consists of site development improvements associated with the proposed Auxiliary Vehicle Storage Building at the Bergen County Law and Public Safety Institute Complex, located at 285 Campgaw Road, Mahwah Township, Bergen County, New Jersey.

2. The work includes, but is not limited to, mobilization, site clearing and preparation, soil erosion and sediment control measures, excavation, grading, subgrade preparation, handling and disposal of impacted soils, placement and compaction of structural fill, aggregate base construction, asphalt paving, trench pavement repair, pavement markings, concrete pads, bollards, and final site restoration.

3. The work also includes installation and/or modification of site utility improvements, including storm drainage piping, roof leader collection piping, storm drainage inlets and cleanouts, connection to existing storm drainage structures, water service connection, underground electrical service conduit, utility test pits, adjustment of existing utility structures, and sanitary sewer verification, cleaning, and manhole adjustment.

4. The project site includes known fill and impacted soil conditions. The Contractor shall perform all site work in accordance with the Contract Documents, approved Soil Erosion and Sediment Control Plan, project Health and Safety Plan requirements, applicable NJDEP requirements, and coordination with the Owner’s Licensed Site Remediation Professional.

5. Add alternate site work may include construction of a concrete propane tank pad, underground propane service piping, protective bollards, and related site improvements associated with the proposed propane system, as more fully described in the Bid Documents.

B. Building Construction (Pole Barn Construction);

1. Primary Work of this Project is described is the construction of a Wood Post Frame Structure with wood trusses, a poured in place reinforced concrete floor slab and poured in place reinforced concrete footings. The structure shall be a wood post frame structure achieving weathertight enclosure clad with metal roofing and siding.

2. Work also includes site work, rough carpentry, insulation, electric, plumbing and minor HVAC work.

3. Contractor submitting bid (or his sub-contractor erecting pole-barn) shall have a minimum of 10 years’ experience with construction of post frame structures in the public sector.

4. Contractor is responsible for providing third-party structural engineered signed and sealed drawings (for review by design team and submission to the building Department) for the post-frame wood structure, signed and sealed by a professional structural engineer licensed to practice in the state of New Jersey. Submitting/Certifying engineer shall maintain and hold a current professional liability insurance.

Bergen County Law and Public Safety Institute

Summary of Work 011100 - Page 2 of 3

C. Work includes general construction, electric and plumbing.

D. The Project will be bid and constructed under a single prime contract.

E. Contractor shall review all supporting documents as prepared by Artheon and Dan Dressel, Architect

1.3 WORK BY OTHERS

A. Separate Contracts:

1. The Owner may execute a contract for additional work at the site, that is excluded from the work of this Contract.

2. Work under separate contract may be executed concurrent with Work of this Contract.

3. Cooperate with the Owner and separate contractors to accommodate this requirement.

1.4 WORK SEQUENCE

A. Coordinate construction schedule and operations with the Owner and Architect.

B. Schedule the Work to accommodate this requirement.

C. Existing equipment required to be disconnected for proper execution of details, shall be disconnected by qualified personnel (Mechanical contractor, Electrician, etc.) under the direct supervision of the Contractor.

1.5 OWNER OCCUPANCY

A. The Owner intends to occupy the project site and maintain full uninterrupted operation throughout the duration of construction of the Post frame structure.

B. Cooperate with the Owner to minimize conflict, and to facilitate Owner’s operations.

C. Schedule the Work to accommodate this requirement.

1.6 CONTRACTOR’S USE OF SITE AND PREMISES

A. Limit use of site and premises to allow for:

1. Work by separate contractors.

2. Work by Owner.

3. Owner occupancy.

4. Use of site and adjacent premises by the public.

B. Access to portions of the site:

1. Contractor Access to the site can commence after project kick-off meeting and submission and approval of contractor logistics plan, performance bond and insurance certificate.

C. Move any stored products under Contractor’s control that interfere with the operations of the Owner or separate contractors.

1. Keep Driveways, walkways, building entrances, site roadways, parking lot areas and loading areas clear and available to Owner and emergency vehicles at all times.

2. Contractor schedule shall include anticipated delivery schedules. Coordinate all delivery time with owner.

D. Assume full responsibility for protection and safekeeping of project materials and equipment stored on site.

E. Obtain and pay for use of any additional storage or work areas needed for operations.

SUMMARY OF WORK 011100 - Page 3 of 3

F. Coordinate use of site and premises with the Owner:

1. Employee parking: In designated areas.

2. Access to site and premises.

3. Storage and staging areas: In designated areas.

4. Transport materials and equipment to and from construction area along routes approved by Owner.

G. Confine operations to construction area unless otherwise approved by Owner.

H. If access to adjacent common or occupied spaces is required:

1. Schedule operations with Owner in advance.

2. Perform work after normal business hours or on weekends when directed by Owner.

I. Do not interrupt site fire or life safety systems.

J. Do not close or obstruct exits.

K. Do not use or store hazardous or flammable materials on premises without Owner’s approval; follow requirements of governing authorities having jurisdiction over the work.

L. Prohibit smoking anywhere on the site.

1.7 WORK RESTRICTIONS

A. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to normal business working hours of 8:00 a.m. to 5:00 p.m. Monday through Friday, unless otherwise indicated.

1. Weekend Hours: No Saturday and No Sunday work unless authorized.

2. Hours for Utility Shut-downs: Must be scheduled with and approved by Owner in advance.

Provide minimum 72 hours in advance for request.

3. Notwithstanding anything contained herein to the contrary, Contractor shall comply with all laws, codes, ordinances, statutes and other regulatory standards regarding on-site work, work hours and noise.

C. Confine Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated.

1. Notify Owner not less than 72 hours in advance of proposed utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise, vibration and/or odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than 72 hours in advance of proposed utility interruptions.

1.8 PROJECT COMPLETION

A. The project shall be substantially completed within 130 calendar days of Notice or authorization to

Proceed or receipt of signed contract, whichever comes first.

B. Final Completion Shall be reached within 10 calendar days of Substantial Completion date.

END OF SECTION

DEFINITIONS AND STANDARDS 01 1105 - 1

SECTION 01 1105

DEFINITIONS AND STANDARDS

PART 1 - GENERAL

RELATED DOCUMENTS

Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

DEFINITIONS

General: Basic Contract definitions are included in the General Conditions.

Indicated refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in Specifications, and similar requirements in Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help locate the reference; no limitation on location is intended except as specifically noted.

Directed: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by the Architect", "requested by the "Architect", and similar phrases. However, no implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision.

Approve: The term "approved," where used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the duties and responsibilities of the Architect as stated in General and Supplementary Conditions. Such approval shall not release the Contractor from responsibility to fulfill Contract requirements unless otherwise provided in the Contract Documents.

Regulation: The term "Regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work, whether lawfully imposed by authorities having jurisdiction or not.

Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations."

Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations."

Provide: The term "provide" means "to furnish and install, complete and ready for the intended use."

Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or sub-subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

The term "experienced," when used with the term "Installer" means having a minimum of 5 previous Projects similar in size and scope to this Project, being familiar with the precautions required, and having complied with requirements of the authority having jurisdiction.

Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other construction activities as part of the Project. The

DEFINITIONS AND STANDARDS 01 1105 - 2

extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land upon which the Project is to be built.

Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.

SPECIFICATION FORMAT AND CONTENT EXPLANATION

Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 50-Division, 6- Digit numbering format and MASTERFORMAT numbering system.

Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows:

Abbreviated Language: Language used in the Specifications and other Contract Documents is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the full context of the Contract Documents so indicates.

Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted.

The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or phrase.

Assignment of Specialists: The Specification requires that certain specific construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialists must be engaged for those activities, and assignments are requirements over which the Contractor has no choice or option. Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor.

This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions.

Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name.

DRAWING SYMBOLS

Graphic symbols: Where not otherwise noted, symbols are defined by "Architectural Graphic Standards," published by John Wiley & Sons, Inc., eighth edition.

INDUSTRY STANDARDS

Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents. Such standards are made a part of the Contract Documents by reference.

DEFINITIONS AND STANDARDS 01 1105 - 3

Individual Sections indicate which codes and standards the Contractor must keep available at the Project Site for reference.

Publication Dates: Where the date of issue of a referenced standard is not specified, comply with the standard in effect as of date of Contract Documents.

Updated Standards: At the request of the Architect, Contractor,or authority having jurisdiction, submit a Change Order proposal where an applicable code or standard has been revised and reissued after the date of the Contract Documents and before performance of Work affected. The Architect will decide whether to issue a Change Order to proceed with the updated standard.

Conflicting Requirements: Where compliance with two or more standards is specified, and they establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer to architect, where requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent, for a decision before proceeding.

Minimum Quantity or Quality Levels: In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to the Architect for a decision before proceeding.

Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents.

Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source.

Although copies of standards needed for enforcement of requirements also may be included as part of required submittals, the Architect reserves the right to require the Contractor to submit additional copies as necessary for enforcement of requirements.

Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries.

Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations as referenced in Contract Documents are defined to mean the associated names. Names and addresses are subject to change and are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents.

AA Aluminum Association 900 19th St., NW, Suite 300; Washington DC 20006;

AIA American Institute of Architects 1735 New York Ave.NW;Washington,DC 20006;

ANSI American National Standards Institute 1430 Broadway; New York, NY 10018; 212/354-3300

DEFINITIONS AND STANDARDS 01 1105 - 4

APA American Plywood Association P.O. Box 11700; Tacoma, WA 98411; 206/565-6600

ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd.; Arlington, VA 22209; 703/524-8800

ASC Adhesive and Sealant Council 1 500 Wilson Blvd.; Suite 515; Arlington, VA 22209;

ASHRAE American Society of Heating, Refrigerating & Air- Conditioning Engineers 1791 Tullie Circle, NE; Atlanta, GA 30329; 404/636-8400

ASME American Society of Mechanical Engineers 345 East 47th St.; New York, NY 10017; 212/705-7722

ASTM American Society for Testing and Materials 1916 Race St; Philadelphia, PA 19103; 215/299-5400

AWI Architectural Woodwork Institute 2310 S. Walter Reed Dr.; Arlington, VA 22206;

AWPA American Wood Preservers' Association P.O. Box 849; Stevensville, MD 21666; 301/643-4163

NAPF National Association of Plastic Fabricators (Now DLPA)

N.F.P.A. National Forest Products Association 1250 Connecticut Ave., NW; Washington, DC 20036

NLGA National Lumber Grades Authority 1460 - 1055 W. Hastings St.

Vancouver, British Columbia, Canada V6E 2G8;

NPCA National Paint and Coatings Association 1500 Rhode Island Avenue, N.W.; Washington, DC 20005;

SMACNA Sheet Metal & Air Conditioning Contractors National Association P.O. Box 70; Merrifield, VA 22116; 703/790-9890

UL Underwriters Laboratories 333 Pfingsten Rd.; Northbrook, IL 60062; 312/272-8800

SUBMITTALS

Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work.

END OF SECTION 01 1105

SECTION 01 22 00

UNIT PRICES

Section 01 22 00 115.BC00510.I06 Page 1 of 3 May 2026

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.

B. Unit prices shall apply to additions to or deductions from the Contract Sum for work actually performed, as directed in writing by the Owner, Architect, Engineer, or Owner’s Representative, and measured in accordance with this Section.

C. Unit prices shall include all labor, materials, equipment, tools, loading, hauling, stockpiling, placement, compaction, testing coordination, disposal, documentation, overhead, profit, insurance, bonds, and all other incidentals necessary to complete the work in accordance with the Contract

Documents.

D. Unit prices shall be used only when the actual quantity of work varies from the quantity included in the Base Bid, or when the work is specifically authorized in writing.

1.2 RELATED SECTIONS

A. Section 31 20 00 – Earth Moving.

B. Section 31 05 16 – Aggregate Materials.

C. Section 01 71 13 – Mobilization.

D. Project Health and Safety Plan and requirements for impacted or contaminated soils.

1.3 MEASUREMENT AND PAYMENT

A. Quantities shall be measured in the field by the Contractor and verified by the Owner’s

Representative, Engineer, or geotechnical engineer, as applicable. In the event of disagreement between the Contractor’s field-measured quantity and the verification by the Owner’s

Representative, Engineer, or geotechnical engineer, the quantity shall be resolved through the

Change Order/Field Order procedures referenced in Section 01 71 13 and the General Conditions.

B. No payment will be made for unauthorized work, over-excavation, unsuitable placement, rejected material, rework, or quantities not approved in writing.

C. Unit prices shall apply to both additions and deductions unless otherwise indicated.

D. The Contractor shall provide daily quantity tickets, load tickets, manifests, disposal receipts, compaction test documentation, and other supporting records as required to substantiate payment.

E. Estimated quantities shown in the Bid Form are for bidding purposes only and shall not be interpreted as guaranteed quantities.

F. Quantities and quantity tickets shall be recorded and reported to the nearest 0.1 cubic yard or 0.1 ton, as applicable, for purposes of unit price payment.

G. Unit prices bid shall remain fixed and valid for the duration of the Contract, including any approved time extensions, unless otherwise negotiated in writing between the Owner and Contractor.

PART 2 – PRODUCTS

2.1 MATERIALS

A. Materials shall conform to the requirements of the Contract Documents, including Section 31 20 00

– Earth Moving and Section 31 05 16 – Aggregate Materials.

B. Structural fill shall be approved granular material from an off-site source, furnished, placed, and

Page 2 of 3 May 2026 compacted in accordance with Section 31 20 00.

C. Foundation/footing amendment stone shall be NJDOT No. 57 Stone, unless otherwise approved by the Engineer.

PART 3 – EXECUTION

3.1 UNIT PRICE NO. 1 – UNCLASSIFIED EXCAVATION – ON SITE

A. Description: This unit price shall include unclassified excavation of on-site material, including loading, handling, stockpiling, temporary stabilization, and redistribution on site as directed and in accordance with Section 31 20 00.

B. Unit of Measurement: Cubic Yard.

C. Measurement: Quantity shall be measured by field survey, approved cross-sections, or other method acceptable to the Engineer. Measurement shall be based on in-place volume prior to excavation unless otherwise approved.

D. Payment: Payment shall be made at the unit price bid per cubic yard for authorized excavation. The unit price shall include all labor, equipment, loading, stockpiling, redistribution, temporary erosion control protection of stockpiles, and incidental work required to complete the item.

E. Exclusions: Off-site disposal of contaminated or impacted soil shall be paid under Unit Price No. 3 when authorized. Unauthorized over-excavation shall not be measured for payment.

3.2 UNIT PRICE NO. 2 – STRUCTURAL FILL – OFF-SITE BORROW

A. Description: This unit price shall include furnishing, hauling, placing, grading, and compacting approved off-site borrow material for use as structural fill in accordance with Section 31 20 00.

B. Unit of Measurement: Ton.

C. Measurement: Quantity shall be measured by certified weight tickets from the supplier or scale facility. Tickets shall identify the project, material type, date, truck number, gross weight, tare weight, and net weight.

D. Payment: Payment shall be made at the unit price bid per ton for authorized structural fill placed and compacted to a minimum of 95 percent of the Modified Proctor maximum dry density, unless otherwise specified in Section 31 20 00.

E. The unit price shall include material, hauling, placement, moisture conditioning, compaction, grading, testing coordination, and all incidentals required to complete the work.

F. The cost of any retesting required due to failure to achieve the specified compaction shall be borne by the Contractor and shall not be measured or paid under this unit price.

3.3 UNIT PRICE NO. 3 – OFF-SITE DISPOSAL OF CONTAMINATED/IMPACTED SOIL

A. Description: This unit price shall include loading, transportation, disposal, disposal facility fees, manifesting, documentation, and coordination required for off-site disposal of contaminated or impacted soil in accordance with Section 31 20 00, the project environmental requirements, and applicable federal, state, and local regulations.

B. Unit of Measurement: Ton.

Page 3 of 3 May 2026

C. Measurement: Quantity shall be measured by certified disposal facility weight tickets. Tickets shall identify the project, date, truck number, gross weight, tare weight, net weight, and approved disposal facility.

D. Payment: Payment shall be made at the unit price bid per ton for authorized contaminated or impacted soil removed from the site and accepted at an approved disposal facility.

E. The unit price shall include loading, transportation by properly licensed haulers, disposal fees, manifests, waste profiles, documentation, coordination with the Owner’s environmental representative or LSRP, and all incidentals required to complete the work.

F. Soil shall not be removed from the site without prior written authorization and approval of the receiving facility.

G. The cost of waste characterization, sampling and analytical testing required to profile soil for off-site disposal shall be included in this unit price unless otherwise specified as a separate allowance in the Contract Documents.

3.4 UNIT PRICE NO. 4 – FOUNDATION / FOOTING AMENDMENT STONE

A. Description: This unit price shall include furnishing, placing, grading, and compacting NJDOT No.

57 Stone beneath footing subgrade or within footing over-excavation areas where directed by the

Engineer or geotechnical engineer, in accordance with Section 31 20 00.

B. Unit of Measurement: Ton.

C. Measurement: Quantity shall be measured by certified supplier weight tickets. Tickets shall identify the project, material type, date, truck number, gross weight, tare weight, and net weight.

D. Payment: Payment shall be made at the unit price bid per ton for authorized NJDOT No. 57 Stone placed beneath footing subgrade or in footing over-excavation areas.

E. The unit price shall include material, hauling, placement, grading, compaction, coordination with geotechnical inspection, and all incidentals required to complete the work.

3.5 DOCUMENTATION

A. Contractor shall submit daily quantity records for all unit price work.

B. Contractor shall submit certified weight tickets for all unit price items measured by ton.

C. Contractor shall submit disposal manifests, disposal facility receipts, and related documentation for all contaminated or impacted soil removed from the site.

D. Contractor shall notify the Owner’s Representative and Engineer prior to performing any work that may be measured and paid by unit price.

END OF SECTION 01 22 00

SECTION 01 71 13

MOBILIZATION

Section 01 71 13 115.BC00510.I06 Page 1 of 8 May 2026

PART 1 – GENERAL

1.1 SUMMARY

This section covers all preparatory work and operations required for the mobilization of the

Contractor's forces, including the movement of personnel, equipment, supplies, and incidentals to the

Project Site, and all work performed prior to the commencement of construction operations.

1.2 REFERENCES

• New Jersey Administrative Code (NJAC)

• Occupational Safety and Health Administration (OSHA) Standards, 29 CFR 1926 – Safety and

Health Regulations for Construction

• OSHA 29 CFR 1926.65 – Hazardous Waste Operations and Emergency Response

(HAZWOPER)

• OSHA 29 CFR 1910.1200 – Hazard Communication Standard (HazCom / GHS)

• NJDEP Site Remediation Reform Act (SRRA), N.J.S.A. 58:10C – as applicable

• NJDEP Technical Requirements for Site Remediation, N.J.A.C. 7:26E – as applicable

• EPA Resource Conservation and Recovery Act (RCRA) – as applicable

• EPA Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) – as applicable

• Project-Specific Health and Safety Plan (HASP)

• Project-Specific Remedial Action Work Plan (RAWP)

• Local Zoning Ordinances and Municipal Codes (as applicable)

• New Jersey State Board of Professional Engineers and Land Surveyors – Licensed Land

Surveyor Requirements

1.3 CONTAMINATED SITE — GENERAL REQUIREMENTS

The project site subsurface consists of imported fill material from various sources containing contaminants at concentrations exceeding NJDEP Soil Remediation Standards. The April 2022

Remedial Investigation Report is available for Contractor review and is incorporated into the Contract

Documents by reference. All mobilization, site preparation, and construction operations shall be conducted in full conformance with the project-specific Health and Safety Plan (HASP), all applicable

NJDEP regulations, and the requirements of these specifications. In the event of any conflict between this specification and the plan notes, HASP, or regulatory requirements, the more stringent requirement shall govern.

A. Health and Safety Plan (HASP)

An existing site-specific HASP has been prepared for this project and is available for Contractor review. The Contractor shall review the existing HASP and use it as a guide in preparing their own project-specific HASP prior to commencing any work on site. The Contractor's HASP shall be submitted to the Owner and Engineer for review prior to mobilization. The Contractor shall comply at all times with their approved HASP. A current copy of the Contractor's approved HASP shall be maintained on site and made available to all workers and regulatory inspectors at all times. All

Contractor personnel, subcontractors, and site visitors shall be briefed on HASP requirements

Page 2 of 8 May 2026 before entering the project site.

B. Reporting of Hazardous Conditions

Any suspected hazardous materials, unusual odors, staining, suspected contamination, or other potential environmental hazards encountered during construction shall be reported immediately to the Owner, Site Supervisor, and NJDEP. Work in the affected area shall cease immediately upon discovery and shall not resume until further written direction has been provided by the Owner, Engineer, and/or Owner's consulting engineer.

C. Licensed Site Remediation Professional (LSRP)

All contaminated soil management activities shall be conducted in coordination with the Owner's

Licensed Site Remediation Professional (LSRP) and the Owner's hired Consulting Engineer, in accordance with the NJDEP Site Remediation Reform Act (SRRA), N.J.S.A. 58:10C. The

Contractor shall coordinate with the Owner, Owner's site manager, and Owner's consulting engineer for the identification and required testing of unsuitable soils discovered beyond those previously documented. The Contractor shall provide the LSRP and consulting engineer with timely advance notice of all excavation activities in areas of known or suspected contamination.

D. Regulatory Notifications

The Contractor shall comply with all applicable federal, state, and local regulatory notification requirements prior to disturbing contaminated soils, including NJDEP reporting obligations under

N.J.A.C. 7:26E. Regulatory notifications are the responsibility of the Owner's LSRP unless otherwise specified in the Contract Documents; however, the Contractor shall promptly provide the

LSRP and Owner with all field information necessary to fulfill reporting obligations.

E. Worker Health and Safety Training

All Contractor and subcontractor personnel who may come into contact with contaminated soils or materials shall hold current OSHA 40-Hour HAZWOPER certification (29 CFR 1926.65) and applicable annual 8-hour refresher training prior to commencing work on site. Supervisors shall hold current OSHA 8-Hour HAZWOPER Supervisor certification. Documentation of all training shall be submitted to the Owner and Engineer before any personnel are permitted to work in contaminated areas.

F. Site Health and Safety Officer (SHSO)

The Contractor shall designate a qualified Site Health and Safety Officer (SHSO) who shall be present on site during all work in or adjacent to contaminated areas. The SHSO shall be responsible for implementing and enforcing the Contractor's approved HASP, conducting daily safety briefings, monitoring air quality, and serving as the primary point of contact for all health and safety matters.

G. Personal Protective Equipment (PPE)

All personnel working in or adjacent to contaminated areas shall wear the minimum level of PPE specified in the Contractor's approved HASP for the contaminants present (heavy metals and mixed hazardous materials). At a minimum, PPE shall include:

1. Disposable Tyvek coveralls or equivalent chemical-resistant outer garment;

2. Nitrile or equivalent chemical-resistant gloves (double-gloving required where direct contact with contaminated soil is anticipated);

3. Steel-toed, chemical-resistant boots with disposable boot covers;

4. Personal protective equipment (PPE) shall be provided in accordance with the Contractor’s

Page 3 of 8 May 2026 approved Health and Safety Plan (HASP). Unless otherwise required by site conditions, work may commence in Level D or modified Level D protection. PPE and respiratory protection requirements shall be upgraded as necessary based on field observations, site conditions, and air monitoring results in accordance with the Contractor’s approved HASP;

5. Safety glasses and/or face shield as required;

6. Hard hat and high-visibility safety vest.

PPE levels shall be upgraded immediately if air monitoring results or field observations indicate elevated contaminant concentrations above action levels established in the HASP.

H. Air Monitoring

The Contractor shall conduct continuous air monitoring in the breathing zone of workers and at the site perimeter during all excavation, handling, loading, and transport of contaminated soils, in accordance with the Contractor's approved HASP. Monitoring instruments shall include, at a minimum, a photoionization detector (PID) for volatile organic compounds and a calibrated particulate monitor for heavy metal dust. All monitoring data shall be recorded, dated, and submitted to the Owner and Engineer weekly and upon request.

I. Decontamination

A decontamination station shall be established and maintained at the exclusion zone boundary before any contaminated soil work begins. All personnel, equipment, and tools exiting the contaminated work zone shall be decontaminated in accordance with the Contractor's approved

HASP procedures before entering the clean zone. Decontamination water and disposable PPE shall be collected, containerized, and disposed of as regulated waste in accordance with applicable federal and state regulations.

PART 2 – PRODUCTS

(Not Applicable)

PART 3 – EXECUTION

3.1 SITE CLEARING

The project site shall be cleared within the established limits of construction. Clearing shall proceed incrementally and only to the extent necessary to facilitate active construction operations.

Unnecessary or premature clearing is not permitted. All clearing operations within or adjacent to areas of known contamination shall be conducted in conformance with Section 1.4 of this specification and the project HASP.

3.2 SITE ZONES — CONTAMINATED SITE WORK

Prior to any site disturbance, the Contractor shall establish and clearly demarcate the required site control zones in accordance with the Contractor’s approved HASP and in coordination with the Owner and Owner’s LSRP:

A. Exclusion Zone (Hot Zone): The area designated in the Contractor’s approved HASP where contaminated or potentially contaminated materials may be encountered and where specified protective measures are required. Depending on site conditions and sequencing, the Exclusion

Zone may include part or all of the active work area until final capping or restoration has been

Page 4 of 8 May 2026 completed. Access is restricted to personnel with the required full PPE and HAZWOPER training.

Boundaries shall be marked with safety fencing, rope, or barrier tape labeled "CONTAMINATED

SOIL — AUTHORIZED PERSONNEL ONLY."

B. Contamination Reduction Zone (Warm Zone): The transition area between the exclusion zone and the clean support zone, where decontamination of personnel and equipment takes place. The decontamination station shall be located within this zone.

C. Support Zone (Cold Zone): The uncontaminated area outside the exclusion and contamination reduction zones where administrative functions, equipment staging, and general construction support activities take place. No contaminated materials, equipment, or personnel shall enter the support zone without completing the decontamination procedures specified in the HASP.

3.3 FIELD OFFICE – ONSITE

When conditions warrant, the Contractor may establish a field office on the project site at a location acceptable to the Owner and Engineer, subject to the following requirements:

A. Prohibited Structures

No building designated for demolition under this contract shall be used as a field office.

B. Maintenance

The field office shall be kept in good condition throughout the duration of the project. Maintenance shall include upkeep of furniture, telephone and communications systems, equipment, and utilities, as well as the provision of lavatory supplies and weekly janitorial and waste disposal services.

C. Construction Standards

The field office shall be of weatherproof construction, adequately insulated, and equipped with heating, air conditioning, and sufficient natural and artificial lighting to support safe and productive working conditions.

D. Safety

All exterior stairways and entry platforms shall be equipped with sturdy safety railings, installed and maintained in compliance with OSHA standards.

E. Sanitary Facilities

Sanitary conveniences suitable for use by male and female employees — including Contractor staff and representatives of visiting inspection agencies — shall be provided and consistently stocked with lavatory and sanitary supplies.

F. Parking

Adequate, free parking shall be provided adjacent to or near the field office, clearly separated from construction traffic and operations. The parking area shall be free of stockpile materials and debris.

The surface shall be a stable, hard-packed material free of ponding and mud. Where ponding or mud conditions exist, the Contractor shall install stone or bituminous pavement surfacing at no additional cost to the Owner.

3.4 FIELD OFFICE – OFFSITE

Where site conditions preclude the establishment of an on-site field office, an off-site facility shall be located in the immediate vicinity of the project site. All criteria specified in Section 3.3 above shall apply. In addition, the following requirements shall govern off-site use:

A. Property Access Authorization

The Contractor shall not enter or occupy any land outside the project limits without first obtaining

Page 5 of 8 May 2026 written consent from the offsite property owner. The Contractor bears sole responsibility for all lease or rental arrangements.

B. Hold Harmless

The written consent agreement shall include a provision holding harmless the Owner, Engineer, and any visiting inspection agency from costs or damages arising from the Contractor's use of the offsite property.

C. Zoning Compliance

The Contractor is solely responsible for ensuring that the proposed use of off-site lands complies with all applicable local zoning ordinances and regulations.

D. Filing Requirements

A copy of the written consent from the offsite property owner shall be submitted to and filed with both the Owner and the Engineer prior to occupancy.

E. Release Upon Completion

Upon project completion — including all cleanup and restoration of the offsite property — the

Contractor shall obtain a written release from the offsite property owner and file such release with the Owner and the Engineer.

3.5 TEMPORARY UTILITIES

The Contractor shall furnish, at his own expense, an adequate supply of water, electric power, and telecommunications service as required for construction operations. This shall include furnishing and installing all temporary connections, meters, and associated appurtenances in conformance with applicable utility company requirements. The Contractor shall pay all related fees and charges. Upon project completion, all temporary utility installations shall be removed by the Contractor. Artificial lighting shall be provided wherever and whenever natural daylight is insufficient to perform work safely and in a workmanlike manner. Temporary water used for dust suppression, decontamination, or soil management in contaminated areas shall be collected and disposed of as regulated wastewater in accordance with the HASP and applicable regulations. No contaminated wash water shall be discharged to the ground surface, storm drains, or municipal sewer without prior regulatory authorization.

3.6 SANITARY FACILITIES

The Contractor shall provide and maintain, at his own expense, adequate toilet and sanitary facilities for all Contractor personnel and subcontractor employees throughout the duration of construction.

Facilities shall be maintained in a strictly sanitary condition and screened from public view. The location of facilities and method of waste disposal shall be subject to the approval of the local board of health, building code official, and/or the engineer. The Contractor shall enforce all applicable sanitary regulations and maintain satisfactory site conditions at all times. Sanitary facilities shall be located within the Support Zone (Cold Zone) and shall not be accessible from the Exclusion Zone without passing through the decontamination station.

3.7 ONSITE MATERIAL AND EQUIPMENT STORAGE

On-site locations shall be designated for the stockpiling of construction materials, equipment, and earthwork spoils. Storage areas shall be clear of active construction traffic and ongoing operations.

All construction materials shall be stored in a manner that preserves their quality, fitness for use, and

Page 6 of 8 May 2026 compliance with project specifications. Clean fill materials and equipment shall be stored exclusively within the Support Zone and shall not be placed in or adjacent to contaminated soil areas.

Contaminated soil stockpiles shall be managed in accordance with Section 3.10 of this specification.

3.8 OFF-SITE MATERIAL AND EQUIPMENT STORAGE

Offsite areas may be utilized for stockpiling of construction materials and equipment at the

Contractor's sole expense, subject to the following:

A. Offsite property shall not be used for storage without prior written permission from the property owner or lessee.

B. Copies of all written permission agreements shall be submitted to the Owner and Engineer prior to any storage activities.

C. Storage sites shall be restored to their original condition at no cost to the Owner.

D. Written release statements from off-site property owners shall be filed with the Owner and Engineer upon project completion.

E. Contaminated soils or materials shall under no circumstances be stockpiled at offsite locations unless the site is a licensed receiving facility and all applicable NJDEP and federal manifesting and transport requirements have been satisfied.

3.9 STORAGE OF HAZARDOUS MATERIALS

On-site storage of flammable materials, fuel, or explosives shall not be permitted without a valid permit and certified acceptance of the containment facility by applicable local, county, and state agencies. The Contractor shall obtain all required permits and certifications at his own expense and shall submit copies to the Owner and Engineer prior to storage. All hazardous materials stored on site shall be inventoried, labeled, and managed in accordance with OSHA 29 CFR 1910.1200 (Hazard

Communication) and the project HASP. Safety Data Sheets (SDS) for all hazardous materials on site shall be maintained in a readily accessible location within the Support Zone.

3.10 CONTAMINATED SOIL MANAGEMENT

All excavation, handling, stockpiling, transport, and disposal of contaminated soils shall be conducted in strict conformance with the Contractor's approved HASP, the April 2022 Remedial Investigation

Report, and all applicable federal and state regulations, including NJDEP N.J.A.C. 7:26E and EPA

RCRA requirements. The Contractor shall coordinate with the Owner, Owner's site manager, and

Owner's consulting engineer throughout all contaminated soil management operations. The following minimum requirements shall apply:

A. Segregation

Visually or suspected contaminated soil shall be stockpiled separately from non-impacted soil at all times. Contaminated soil shall not be used as fill, grading material, or backfill anywhere on the project site without prior written approval from the Owner, Engineer, and Owner's LSRP.

B. Stockpiling

Stockpiles of unsuitable or suspected contaminated soil shall be placed on a minimum 6-mil polyethylene liner and covered daily in accordance with the approved Soil Erosion and Sediment

Control Plan. Stockpiles shall be located within the Exclusion Zone as designated in the HASP and shall be surrounded by silt fence or equivalent secondary containment to prevent stormwater runoff

Page 7 of 8 May 2026 from migrating off-site.

C. Waste Characterization and Off-Site Disposal Approval

Any excess soil generated during construction that cannot be reused on site, and any soil determined by the…