EHMS-VMS_Specs_1_of_2.pdf

NEW JERSEY ARMY NATIONAL GUARD 30 SEPTEMBER 2014

SUPERSTORM SANDY DISASTER RESPONSE PROJECT ISSUED FOR CONSTRUCTION

EHMS/FMS, SEA GIRT, NEW JERSEY 100% BID-FINALS SUBMISSION

SEALS PAGE 00 01 07 - 1

DOCUMENT 00 01 07 – SEALS PAGE

ARCHITECT OF RECORD

To the best of my knowledge, these Drawings and

Specifications comply with the applicable minimum building codes.

Alfred Consoli

New Jersey Registered Architect No. AI-14676

Exp. Date: _________________________________

SEALS PAGE 00 01 07 - 2

END OF DOCUMENT 00 01 07

ENGINEER OF RECORD

To the best of my knowledge, these Drawings and

Specifications comply with the applicable minimum building codes.

Michael R. Lorenz, PE

New Jersey Professional Engineer No. 24GE03515600

Exp. Date: _________________________________

TABLE OF CONTENTS 00 01 10 - 1

DOCUMENT 00 01 10 – TABLE OF CONTENTS

SECTION

NUMBER

SECTION TITLE

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 01 10 TABLE OF CONTENTS

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 16 COORDINATION WITH DMAVA-NJ AND NATIONAL GUARD TRAINING

CENTER

01 23 00 ADDITIVE BID ITEMS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 43 SAFETY, HAZARDOUS MATERIALS AND HEALTH REQUIREMENTS

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 60 00 PRODUCT REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 PROJECT RECORD DOCUMENTS

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS (LEED)

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

02 41 16 STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

TABLE OF CONTENTS 00 01 10 - 2

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 21 00 STEEL JOIST FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 53 MISCELLANEOUS ROUGH CARPENTRY

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

06 64 00 PLASTIC PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 THERMAL INSULATION

07 41 13.16 STANDING-SEAM METAL ROOF PANELS

07 42 13.13 FORMED METAL WALL PANELS

07 42 13.19 INSULATED METAL WALL PANELS

07 62 00 SHEET METAL FLASHING AND TRIM

07 72 00 ROOF ACCESSORIES

07 72 10 ROOFTOP FALL ARREST SYSTEM

07 72 53 SNOW GUARDS

07 84 13 PENETRATION FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

08 83 00 MIRRORS

08 90 00 LOUVERS AND VENTS

DIVISION 09 - FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

TABLE OF CONTENTS 00 01 10 - 3

09 30 00 TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 19 RESILIENT TILE FLOORING

09 65 36 STATIC-CONTROL RESILIENT FLOORING

09 67 23 RESINOUS FLOORING

09 68 13 TILE CARPETING

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00 SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 00 TOILET, BATH AND LAUNDRY ACCESSORIES

10 44 13 FIRE EXTINGUISHER CABINETS

10 51 13 METAL LOCKERS

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 - FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 48 13 ENTRANCE FLOOR GRILLES

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

21 05 18 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING

21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

TABLE OF CONTENTS 00 01 10 - 4

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 11 13 FACILITY WATER DISTRIBUTION PIPING

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23 DOMESTIC WATER PUMPS

22 13 13 FACILITY SANITARY SEWERS

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 15 13 GENERAL-SERVICE COMPRESSED-AIR PIPING

22 15 19 GENERAL-SERVICE PACKAGED AIR-COMPRESSORS AND RECEIVERS

22 34 00 FUEL-FIRED, DOMESTIC-WATER HEATERS

22 42 13.13 COMMERCIAL WATER CLOSETS

22 42 13.16 COMMERCIAL URINALS

22 42 16.13 COMMERCIAL LAVATORIES

22 42 16.16 COMMERCIAL SINKS

22 42 23 COMMERCIAL SHOWERS, RECEPTORS, AND BASINS

22 45 00 EMERGENCY PLUMBING FIXTURES

22 47 16 PRESSURE WATER COOLERS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 19 HVAC PIPING INSULATION

23 08 00 COMMISSIONING OF HVAC

23 09 00 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC

23 11 23 FACILITY NATURAL-GAS PIPING

23 21 13 HYDRONIC PIPING

23 21 23 HYDRONIC PUMPS

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 23 HVAC POWER VENTILATORS

23 35 13 DUST COLLECTION SYSTEMS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 37 23 HVAC GRAVITY VENTILATORS

23 54 16.13 GAS-FIRED FURNACES

23 55 23.13 LOW-INTENSITY, GAS-FIRED, RADIANT HEATERS

23 55 33.16 GAS-FIRED UNIT HEATERS

TABLE OF CONTENTS 00 01 10 - 5

23 81 26 SPLIT SYSTEM AIR CONDITIONERS

DIVISION 26 - ELECTRICAL

26 05 13 MEDIUM-VOLTAGE CABLES

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73.13 OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY

26 05 73.16 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 05 73.19 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

26 09 13 ELECTRICAL POWER MONITORING AND CONTROL

26 09 23 LIGHTING CONTROL DEVICES

26 12 13 LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 00 COMMUNICATIONS BACKBONE CABLING

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

27 41 33 CABLE ANTENNA TELEVISION DISTRIBUTION SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 14 FIRE ALARM AND MASS NOTIFICATION SYSTEM

Site and Infrastructure Subgroup

TABLE OF CONTENTS 00 01 10 - 6

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 21 18 GAS VAPOR INTRUSION MITIGATION SYSTEM

31 23 19 DEWATERING

31 31 16 TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 00 TURF AND GRASSES

32 93 00 PLANTS

DIVISION 33 - UTILITIES

33 41 00 STORM UTILITY DRAINAGE PIPING

33 71 49.13 OVERHEAD MEDIUM-VOLTAGE WIRING

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 23 13.13 OVERHEAD BRIDGE CRANE – TOP RUNNING

END OF TABLE OF CONTENTS

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.

2. Work under separate contracts.

3. Government-furnished products.

4. Access to site.

5. Work restrictions.

6. Specification and drawing conventions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: Construction of a new Engineering Housing Maintenance Shop (EHMS)

& Vehicle Maintenance Shop (FMS) facility for the New Jersey Army National Guard. Project

No.’s: 340127 (EHMS); 340124 (FMS).

1. Project Location: National Guard Training Center (NGTC), Sea Girt, New Jersey

B. Owner: New Jersey Department of Military and Veterans Affairs (NJDMAVA)

1. Name/Address of Contact: Director/Installations/Contracting Officer

New Jersey Department of Military and Veterans Affairs (NJDMAVA)

101 Eggerts Crossing Road

Lawrenceville, New Jersey 08648

Ph: (609) 530-6892

C. LEED Criteria: The Project has been designed to comply with a Silver Certification Level

(minimum) according to the U.S. Green Building Council's Leadership in Energy &

Environmental Design (LEED) Rating System Version 3.0 in a certification process with the

United States Green Building Counsel (USGBC). This process requires efforts by the General

Contractor (GC) and his subcontractors, the Independent Commissioning Agent (CxA), the

Design A/E, and the Owner (NJARNG), during and at the end of construction prior to building acceptance/occupancy. Refer to specification section 01 81 13 –“Sustainable Design

Requirements” (LEED) and specification section 01 91 13–“General Commissioning

Requirements” for current EHMS/MED specific LEED points and Certification criteria.

SUMMARY 01 10 00 - 2

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work includes all labor, materials, equipment and incidentals necessary to construct a new complete and fully functional modern Engineering Housing Maintenance Shop & Vehicle

Maintenance Shop (EHMS/FMS) facility that will provide a modern facility in support of current and future installation/mission maintenance requirements for the New Jersey Army

National Guard. The new facility will include: repair work bays, ‘high-bay’ general purpose work bays, grounds maintenance shops, controlled waste handling facility storage, flammable materials storage, bulk POL storage, administrative spaces, library, learning center, toilets and break areas, supply & storage areas, and building circulation. Building mechanical, electrical, plumbing, telecommunications, structural, architectural, site/civil, and fire protection systems and equipment shall also be provided as part of the facility. Site work will consist of selective demolition, flexible pavement for POV parking, Rigid Concrete MV paving, access roadways, sidewalks, curbs, landscaping, a loading platform, exterior lighting, new utilities, fencing, and antiterrorism / force protection (AT/FP) measures.

B. Commissioning: The Commissioning Authority (CxA) is responsible for developing a commissioning schedule and executing a commissioning plan. The CxA is under a separate contract with the Government. Contractor shall coordinate with the CxA.

C. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

D. Work Sequence:

1. Work will be conducted in a single phase. Additionally, there are Bid Items in the design package (called Additive Bid Items – referred to as ABI’s). Refer to Contract

Specification Section 012300, “Additive Bid Items.”

1.4 WORK BY GOVERNMENT.

A. General: The contractor shall coordinate all required work under the terms and conditions of this contract with the Government to facilitate any other site or project requirements.

1.5 GOVERNMENT-FURNISHED PRODUCTS

A. Government may furnish products to be incorporated into Work by Contractor. Refer to the contract drawings for locations of Installed Building Equipment (IBE) vs. Personal Property

(PP). All items indicated in the Contract Documents are considered IBE and a part of this

Contract, except for certain Personal Property (PP), as identified in the Contract Documents that shall be provided and installed by the Contractor.

1.6 ACCESS TO SITE

A. Use of Site: Limit use of Project site to areas within the Contract Limits of Disturbance indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

SUMMARY 01 10 00 - 3

1. Limits: Limit of Site disturbance shall be as indicated by the Limits of Disturbance in the

Contract Documents.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with Government restrictions on construction operations.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of

7:30 a.m. to 5:00 p.m., Monday through Friday, except Federal and State Government observed holidays as follows:

1. New Years Day

2. Martin Luther King’s Birthday

3. Presidents Day

4. Good Friday

5. Memorial Day

6. Independence Day

7. Labor Day

8. Columbus Day

9. Election Day

10. Veterans Day

11. Thanksgiving Day

12. Christmas Day

C. Existing Utility Interruptions: Do not interrupt utilities serving adjacent facilities occupied by

Government or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Government not less than five days in advance of proposed utility interruptions.

2. Obtain Contracting Officer’s Representative (COR) written permission before proceeding with utility interruptions.

D. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

E. Employee Identification: Contractor shall comply with and pay for all Sea Girt National Guard

Training Center (NGTC) employee identification requirements. Refer to Specification Section

01 14 16 for additional information.

SUMMARY 01 10 00 - 4

F. Employee Screening: Contractor shall comply with and pay for Sea Girt National Guard

Training Center (NGTC) requirements for employee screening requirements. Refer to

Specification Section 01 14 16 for additional information.

G. Employee Access: Contractor shall comply with all Sea Girt National Guard Training Center

(NGTC) installation entry control procedures for all contractors, subcontractors, and suppliers.

The contractor shall obtain the necessary passes and/or identification for entry into the work site for the contractor, subcontractor, and suppliers prior to the commencement of work. The

Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government. Procedures and limitations for installation entry control procedures will be supplied to the contractor at the pre-construction meeting.

1.8 MISCELLANEOUS REQUIREMENTS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure coordination between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for Information to clarify the discrepancy prior to proceeding and/or installing the item/work. It is the responsibility of the contractor to schedule and conduct coordination meetings and reviews with all subcontractors and suppliers during the entire course of the project.

B. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the

Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the CONTRACTOR.

C. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities on the National Guard Training Center

(NGTC).

D. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto.

Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

E. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the

Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

F. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

SUMMARY 01 10 00 - 5

G. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor’s responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the

Contract to pay the Contractor for work due to deviations from Drawings and Specifications.

H. The Contractor is responsible for obtaining and payment of all Construction Permit and tapping fees (both temporary and final hook-up) that may be required for the construction of the project.

This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by the Government and/or local utility authorities. This shall also include obtaining and payment of all Construction Permitting required by the State of New Jersey Department of

Community Affairs (DCA).

I. The Contractor is responsible for the documentation preparation, submission, coordination, and obtaining all outstanding Department of Community Affairs (DCA) Plan Release Approval

Certifications.

J. The Geotechnical Investigation Report that was completed in May-2014 for the NJARNG

Superstorm Sandy projects is available under separate cover and shall be considered

Supplemental information only (e.g. non-binding) for the Contractor's use. The Contract Plans and Specifications have taken into consideration the discussions and recommendations in the report and govern as construction requirements. The Contractor is required to verify all existing conditions necessary for proper installation, construction, and operation of all elements indicted in, and in accordance with the Contract documents.

K. This project site area(s) within the overall Sea Girt National Guard Training Center (NGTC) may be located within an ‘active construction site’ under a separate project(s) (and GC’s). The

Contractor shall be responsible (material, labor, and all applicable fees), and/or coordinate with other GC’s, to maintain and/or provide all provisions that exist on-site or that are required per the Contract Documents to include but not limited to Erosion & Sediment Control Plan, etc.

Contractor shall coordinate with other GC’s working within the NGTC installation to ensure all separate construction activities, to include but not limited to: site access, staging area(s), etc.

(of all separate projects) shall not be interrupted.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

SUMMARY 01 10 00 - 6

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

1.10 SAFETY REQUIREMENTS

A. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

COORDINATION WITH USPFO –NJ & NATIONAL GUARD TRAINING CENTER 01 14 16 -1

SECTION 01 14 16 – COORDINATION WITH UNITED STATES PROPERTY & FISCAL OFFICE-

NEW JERSEY (USPFO-NJ) & NATIONAL GUARD TRAINING CENTER (NGTC), SEA GIRT, NJ

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Security/Traffic Control.

2. Safety and Protection of Work and Existing Property.

3. Use of Premises.

4. Government Occupancy.

5. Security Plan.

1.2 SECURITY/TRAFFIC CONTROL

A. Site access and excavation permits obtained through the NTGC, by going through the New

Jersey Army National Guard (NJ ARNG) will be required in advance of any access to the

National Guard Training Center (NGTC) by the Contractor to commence work. This shall include permits, tapping permits or fees, etc., as may also be required by the NGTC, and/or other Government and/or local utility authorities. The Contractor is responsible for obtaining and payment of all Construction Permit and tapping fees that may be required. Additional requirements will be discussed at the Pre-Construction Conference.

1.3 SAFETY AND PROTECTION OF WORK AND EXISTING PROPERTY

A. General.

1. The Contractor shall take all required steps to prevent injury to persons (including employees) and property in performance of this Contract, including all steps and actions required under safety provisions of applicable laws and applicable construction codes.

B. Work Performance

1. Contractor shall provide for the safety and protection of the Work at all times. Contractor shall provide protection at all times against rain, wind, storms, and condensation or heat so as to maintain all work, equipment and materials free from injury or damage. At the end of each day, all new work likely to be damaged shall be protected and covered.

2. Contracting Officer shall be notified immediately at any time operations are stopped due to conditions which make it impracticable to continue operations safely or to obtain proper results.

3. Contractor shall construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, pits and trenches and ducts free of water. The pumped water shall be pumped into a container and disposed of in appropriate areas.

COORDINATION WITH USPFO –NJ & NATIONAL GUARD TRAINING CENTER 01 14 16 -2

4. Floors shall be protected from damage by proper covering and care when handling heavy equipment or handling mortar or other such materials, and proper cribbing and shoring shall be used to prevent overloading of floors while moving heavy equipment. Provide metal pans under pipe-threading machines and clean such pans daily, keep oil off floors and restore floors to former condition where damaged or stained.

C. Existing Property

1. Contractor shall provide for the safety and protection of existing property at all times.

Any damage to existing facilities resulting from construction operations shall be reported immediately to the Contracting Officer and Joint-Base and be promptly repaired, subject to the approval of the Contracting Officer, by the Contractor at no additional cost to the

Government.

2. Contracting Officer and National Guard Training Center shall be contacted a minimum of

48 hours prior to excavating near underground utilities.

3. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility.

4. The applicable requirements specified for protection of the Work shall also apply to the protection of existing property.

5. Before acceptance of the Work by the Contracting Officer, Contractor shall restore all property affected by its operation to the original or better conditions.

1.4 USE OF PREMISES

A. Coordinate the use of premises under direction of Contracting Officer and his duly authorized representative.

1.5 SECURITY PLAN

A. Contractor shall ensure that all rules and regulations that pertain to safety and security are strictly adhered to at all times that Work is conducted.

B. Identification requirements pertaining to access to the National Guard Training Center at Sea

Girt, NJ will be discussed at the Pre-Construction Conference. Construction workers will be subject to lunchbox/tool box inspections. Access gate(s) will the only authorized entry and exit points to the work area for the construction company personnel, coordinated through the

USPFO-NJ Contracting Officer and NGTC representative.

C. Vehicle passes, if required, will be issued by the Government on an as-needed basis only, coordinated through the USPFO-NJ Contracting Officer. Vehicles found to be violating safety procedures (speed limits, etc.) may not be allowed re-entry from date of violation.

D. Contractor shall provide Contracting Officer 24 hour notice for overtime work during regular workdays (See Section 011000, "Summary"). Contractor shall provide the Contracting Officer

48 hour notice for requested work on Saturdays, Sundays or holidays observed by the New

Jersey National Guard.

PART 2 - PRODUCTS (Not Used)

COORDINATION WITH USPFO –NJ & NATIONAL GUARD TRAINING CENTER 01 14 16 -3

END OF SECTION 01 14 16

ADDITIVE BID ITEMS 01 23 00 - 1

SECTION 01 23 00 – ADDITIVE BID ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Additive Bid Items (ABI’s).

1.2 DEFINITIONS

A. Additive Bid Item: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Additive Bid Items described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each Additive Bid Item is the net addition to or deduction from the

Contract Sum to incorporate Additive Bid Item into the Work. No other adjustments are made to the Contract Sum.

3. Contractor shall provide at the time of Bid the latest date during the construction period that each Additive Bid Item can be awarded by the government without change to the project schedule or cost.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the Additive Bid Item into Project.

1. Include as part of each Additive Bid Item, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of Additive Bid Item.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each Additive Bid Item. Indicate if Additive Bid Items have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to Additive Bid Items.

C. Execute accepted Additive Bid Items under the same conditions as other work of the Contract.

D. Schedule: A schedule of Additive Bid Items is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each Additive Bid Item.

ADDITIVE BID ITEMS 01 23 00 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ADDITIVE BID ITEMS: ENGINEERING HOUSING MAINTENANCE

SHOP (EHMS):

A. Additive Bid Item No. EHMS-1: ‘Add’ cost for all materials, equipment, labor, and incidentals for the existing buildings demolition, removal, and disposal associated with the 1-for-1 replacement construction for the new Engineering Housing Maintenance Shop (EHMS) facility as indicated on the civil demolition drawings. Note the requirement for specific building(s) to be demolished at the end of the project (specifically Building #65), and the requirement for specific buildings to be demolished at the beginning of the project (Specifically

Buildings #64, and #64-T). Demolition shall include all above grade conditions, and below grade conditions to include all foundations and underground utilities serving the affected demolished structures to the existing main(s). Disconnect, and seal or cap off all utility services at connection points of utility infrastructure at main. Refer to Civil drawings for additional information.

B. Additive Bid Item No. EHMS-2: ‘Deductive’ cost for all materials, equipment, labor, and incidentals for the existing buildings demolition, removal, and disposal for Buildings #64, and

#64-T to occur at the end of the construction project associated with the new Engineering

Housing Maintenance Shop (EHMS) facility as indicated on the civil demolition drawings.

Demolition shall include all above grade conditions, and below grade conditions to include all foundations and underground utilities serving the affected demolished structures to the existing main(s). Disconnect, and seal or cap off all utility services at connection points of utility infrastructure at main. Refer to Civil drawings for additional information.

C. Additive Bid Item No. EHMS-3: ‘Add’ cost for all materials, equipment, labor, and incidentals to install new Landscaping: Trees, Shrubs, and ornamental plantings as shown on

Plant List, refer to Landscape Drawing(s). Note that top soil & seeding, groundcover and other

Landscape scope as indicated on Landscape Drawing(s) shall be included with the ‘Base Bid’ and are not part of this Bid Option.

D. Additive Bid Item No. EHMS-4: ‘Add’ cost for all materials, equipment, labor, and incidentals to install rigid concrete paving (in lieu of asphalt per Base Bid) at the vehicular apron areas, typical north and south sides, refer to Civil drawings for additional information.

Note, the 10’-0” deep rigid concrete aprons (each side) from face of facility shall be provided within the Base Bid.

3.2 SCHEDULE OF ADDITIVE BID ITEMS: FIELD MAINTENANCE SHOP (FMS):

A. Additive Bid Item No. FMS-1: ‘Add’ cost for all materials, equipment, labor, and incidentals for the existing buildings demolition, removal, and disposal associated with the 1-for-1 replacement construction for the new Field Maintenance Shop (FMS) facility as indicated on the civil demolition drawings. Note the requirement for specific building(s) to be demolished at the end of the project (specifically Building #36). Demolition shall include all above grade

ADDITIVE BID ITEMS 01 23 00 - 3

conditions, and below grade conditions to include all foundations and underground utilities serving the affected demolished structures to the existing main(s). Disconnect, and seal or cap off all utility services at connection points of utility infrastructure at main. Refer to Civil drawings for additional information.

B. Additive Bid Item No. FMS-2: ‘Add’ cost for all materials, equipment, labor, and incidentals to install new Landscaping: Trees, Shrubs, and ornamental plantings as shown on Plant List, refer to Landscape Drawing(s). Note that top soil & seeding, groundcover and other Landscape scope as indicated on Landscape Drawing(s) shall be included with the ‘Base Bid’ and are not part of this Bid Option.

C. Additive Bid Item No. FMS-3: ‘Add’ cost for all materials, equipment, labor, and incidentals to install rigid concrete paving (in lieu of asphalt per Base Bid) at the vehicular apron areas, typical north and south sides, refer to Civil drawings for additional information. Note, the 10’-

0” deep rigid concrete aprons (each side) from face of facility shall be provided within the Base

Bid.

D. Additive Bid Item No. FMS-4: ‘Add’ cost for all materials, equipment, labor, and incidentals to install all earthwork, grading, storm water management features-assemblies-systems, subgrade, vehicular base course, fencing, signage, lighting, curbing, and access roads for the

MV organizational parking area.

E. Additive Bid Item No. FMS-5: ‘Add’ cost for all materials, equipment, labor, and incidentals to install the 7” Portland cement (top surface course) reinforced rigid concrete for the MV organizational parking and vehicular access transition area. Note this ABI is a separate bid amount as it is interconnected with ABI No. FMS-5.

END OF SECTION 01 23 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination Drawings.

2. Coordination with Contracting Officer for special requirements.

3. Administrative and supervisory personnel.

4. Project meetings.

5. Requests for Interpretation (RFIs).

B. Special Coordination with Contracting Officer: Though not anticipated, but if there are inadvertent discoveries of archaeological material, bones, or funerary objects during construction or other soil disturbance, Contractor shall contact the Contracting Officer:

United States Property and Fiscal Officer for New Jersey (USPFO-NJ) 3601 Technology Drive Fort Dix, NJ 08640-7600 Ph: 609-562-0200 immediately by telephone or radio, and work should cease in that area until National Historic Preservation Act (SOP 3) and Native American Graves Protection and Repatriation Act (SOP

12) regulations are implemented for compliance. Any disposition of archeological deposits are the responsibility of the New Jersey National Guard not the Contractor.

1.2 RELATED SECTIONS

A. Section 011416, ‘Coordination with USPFO-New Jersey and National Guard Training Center, Sea Girt, New Jersey’.

1.3 DEFINITIONS

A. RFI (Request for Information): Request from Contractor, on a specific form provided by the Contracting Officer, seeking Interpretation or clarification of the Contract Documents.

1.4 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2

construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. If there appears to be a conflict on any of the Contract Documents between trades or components/elements of the work done by different trades, notify the Contracting Officer prior to procuring or installing the component/element by submitting an RFI to the Contracting Officer. The entire set of Contract Documents together represents the entire Contract. If there is any component/element that may be indicated on one part of the Contract Documents and not on another part of the Contract Documents, the General Contractor is still fully responsible for procurement, installation, and testing of that component/element as part of his/her Contract with the Government at no additional cost to the Government. If it requires clarification, an RFI shall be submitted in advance of procurement and installation of such component/element.

2. The contractor shall be responsible for overall coordination between all trades and sub-consultants of all required industry tolerances (e.g. structural steel) to also include all specialty system (e.g. exterior cladding) tolerances. The contractor shall ensure that all systems and assemblies are in compliance and meet the specialty contractor’s system tolerance noted in the contract documents in addition to manufacturer’s submittal information. Contractor shall be responsible for any modifications, additional material, systems, labor, etc. and all specialty contractor systems are provided at no cost to the project to ensure all tolerances are met to provide a fully functional system.

3. Coordinate installation of different components with other installers to ensure maximum accessibility for required maintenance, service, and repair.

4. Make adequate provisions to accommodate items scheduled for later installation.

5. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Government if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other installers to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values. The Schedule of Values shall be based on the breakdown format of the DD Form 1354.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 3

8. Startup and adjustment of systems.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government's property.

E. Coordination with Contracting Officer: Coordination of Work with Contracting Officer includes, but is not limited to, the following:

1. Deliveries of government furnished equipment.

2. Archaeological material, bones, or funerary objects found during construction or excavation.

3. Review of schedules, samples, plans and specifications that indicate information and recommend approval by Contracting Officer.

4. Key schedule and key cylinders: See door schedule on Drawings.

1.5 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Reflected ceiling plan(s) and other details, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved:

a. Lighting fixtures.

b. Suspended ceiling components.

c. Structural members to which suspension systems for lighting fixtures will be attached.

d. Other items in finished ceiling including the following:

1) Air outlets and inlets;

2) Mechanical ducts;

3) Piping;

4) Cable tray;

5) Speakers;

6) Sprinklers;

7) Smoke and fire detectors;

8) Occupancy sensors;

9) Access panels;

10) Projector mounts.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 4

2. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, plumbing, fire protection, telecommunications, and electrical systems.

b. Indicate required installation sequences.

c. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contracting Officer for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

3. Sheet Size: At least 11 by 17 inches but no larger than 30 by 42 inches.

4. Number of Copies: Will be established at the Pre-Construction Conference.

5. Refer to individual Sections for Coordination Drawing requirements for Work in those

Sections and not specified in this section.

B. Key Personnel Names: Within 15 days of contract award, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities and authorities; list job site telephone numbers (cell phone acceptable), including home office telephone numbers. Provide names, addresses, and cell telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work.

1. Include special personnel required for coordination of operations.

1.7 PROJECT MEETINGS

A. General: Contractor shall schedule, attend, and conduct meetings and conferences with the concurrence of the Contracting Officer at Project site, unless otherwise directed by the Contracting Officer.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Contracting Officer (CO) of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

Coordinate with Contracting Officer the meeting agenda for the progress meetings in advance.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 5

3. Minutes: Record significant discussions and agreements achieved for progress meetings. Distribute the meeting minutes for all meetings to everyone concerned, including Contracting Officer (CO) within three days of the meeting.

B. Preconstruction Conference: Will be scheduled by the Contracting Officer (CO). Time and location of meeting will be provided by Contracting Officer to the Contractor. All contractor personnel, to include critical/major subcontractor personnel should attend this conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

1. Agenda: Items of significance that will be discussed, include the following, at a minimum:

a. Safety

b. Protection of construction and personnel.

c. Tentative construction schedule.

d. Designation of key personnel and their duties.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of Documents.

j. Submittal procedures.

k. LEED requirements.

l. Preparation of Record Documents.

m. Use of the premises.

n. Work restrictions.

o. Government's occupancy requirements.

p. Responsibility for temporary facilities and controls.

q. Construction waste management and recycling.

r. Parking availability.

s. Office, work, and storage areas.

t. Equipment deliveries and priorities.

u. First aid.

v. Security.

w. Progress cleaning.

x. Working hours.

2. Minutes: Contracting Officer shall record and distribute all meeting minutes.

C. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Contracting Officer (CO) of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Protection of construction and personnel.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 6

b. The Contract Documents.

c. Options.

d. Related RFIs.

e. Related Change Orders.

f. Purchases.

g. Deliveries.

h. Submittals.

i. Possible conflicts.

j. Compatibility problems.

k. Time schedules.

l. Weather limitations.

m. Manufacturer's written recommendations.

n. Warranty requirements.

o. Compatibility of materials.

p. Acceptability of substrates.

q. Temporary facilities and controls.

r. Space and access limitations.

s. Regulations applicable to the issue at hand.

t. Testing and inspecting requirements.

u. Installation procedures.

v. Coordination with other work.

w. Required performance results.

x. Protection of adjacent work.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to the Contracting Officer and each party present and to parties who should have been present.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at bi-weekly intervals. Intervals may change with the approval of the Contracting Officer. Coordinate dates of meetings with preparation of payment requests.

1. Attendees: In addition to representatives of the Government, subcontractors, suppliers, and other entities concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Contracting Officer or his representative will review and comment on minutes of previous progress meeting. Review with Contracting Officer (CO) other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Provide a written report reviewing progress in the past two weeks, and the next two weeks. Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 7

construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Performance Period.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Status of correction of deficient items.

14) Field observations.

15) RFIs.

16) Status of proposal requests.

17) Pending changes.

18) Status of Change Orders.

19) Documentation of information for payment requests.

E. Coordination Meetings: Conduct Project coordination meetings at weekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and pre-installation conferences.

1. Attendees: In addition to representatives of Government, Contracting Officer (CO), and Architect (as necessary), subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous coordination meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each subcontract is on time, ahead of schedule, or behind schedule, in relation to Combined Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so.