PROJECT NO. M1427-00 STATE OF NEW JERSEY SOW/M1427-00 Chiller Coolin… · CHILLER AND COOLING TOWER REPLACEMENTS Hunterdon Developmental Center Clinton, Hunterdon ... and inflation

Document Format Revision (10/19/11)

SCOPE OF WORK

CHILLER AND COOLING TOWER REPLACEMENTS

Hunterdon Developmental Center

Clinton, Hunterdon County, N.J.

PROJECT NO. M1427-00

STATE OF NEW JERSEY

Honorable Chris Christie, Governor

Honorable Kim Guadagno, Lt. Governor

DEPARTMENT OF THE TREASURY Andrew P. Sidamon-Eristoff, Treasurer

DIVISION OF PROPERTY MANAGEMENT AND CONSTRUCTION

Steven Sutkin, Director

Date: January 12, 2012

PROJECT NAME: Chiller and Cooling Tower Replacements

PROJECT LOCATION: Hunterdon Developmental Center

PROJECT NO: M1427-00

DATE: January 12, 2012

PAGE 2

TABLE OF CONTENTS

SECTION PAGE

I. OBJECTIVE ...........................................................................................7

II. CONSULTANT QUALIFICATIONS ..................................................7

A. CONSULTANT & SUB-CONSULTANT PRE-QUALIFICATIONS

III. PROJECT BUDGET ..............................................................................7

A. CONSTRUCTION COST ESTIMATE (CCE)

B. CURRENT WORKING ESTIMATE (CWE)

C. COST ESTIMATING

D. CONSULTANT'S FEES

IV. PROJECT SCHEDULE .........................................................................9

A. SCOPE OF WORK DESIGN & CONSTRUCTION SCHEDULE

B. CONSULTANT'S PROPOSED DESIGN & CONSTRUCTION SCHEDULE

C. CONSULTANT DESIGN SCHEDULE

D. BID DOCUMENT CONSTRUCTION SCHEDULE

E. CONTRACTOR CONSTRUCTION PROGRESS SCHEDULE

V. PROJECT SITE LOCATION & TEAM MEMBERS ..................... 11

A. PROJECT SITE ADDRESS

B. PROJECT TEAM MEMBER DIRECTORY

1. DPMC Representative

2. Client Agency Representative

VI. PROJECT DEFINITION .................................................................... 12

A. BACKGROUND

B. FUNCTIONAL DESCRIPTION OF THE FACILITY





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VII. CONSULTANT DESIGN RESPONSIBILITIES ............................. 13

A. GENERAL

1. Program Phase

2. Data Collection

3. Schedule

B. CHILLER SYSTEM DESIGN

1. Chiller System Criteria

2. Cooling Load Calculations

3. Controls

4. Site Plan and Drawings

5. Demolition

6. Fire Protection Program

7. Site Preparation, Repairs, Restoration

8. Electrical Power Distribution System

9. Emergency Generator

10. Water Distribution System

11. Water Treatment Program

C. MANUFACTURER'S FIELD SERVICES

1. Start-up & Tests

2. Training

3. Spare Parts

4. Maintenance Service

5. Warranty

D. CONTRACTOR'S USE OF THE PREMISES

E. ASBESTOS

1. Asbesots Sub-Consultant

2. Asbestos Investigation Phase

3. Asbestos Abatement Design Documents

4. Asbestos Permit

5. Asbestos Abatement

F. HAZARDOUS MATERIALS ALLOWANCE

G. GENERAL DESIGN OVERVIEW

1. Design Detail

2. Specification Format

H. PROJECT COMMENCEMENT

1. Project Directory

2. Site Access

3. Project Coordination

4. Existing Documentation

5. Scope of Work

6. Project Schedule

I. BUILDING & SITE INFORMATION





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1. Building Classification

2. Building Block & Lot Number

3. Building Site Plan

4. Site Location Map

J. DESIGN MEETINGS & PRESENTATIONS

1. Design Meetings

2. Design Presentations

VIII. CONSULTANT CONSTRUCTION RESPONSIBILITIES ............ 25

A. GENERAL CONSTRUCTION ADMINISTRATION OVERVIEW

B. PRE-BID MEETING

C. BID OPENING

D. POST BID REVIEW MEETING, RECOMMENDATION FOR AWARD

1. Post Bid Review

2. Review meeting

3. Substitutions

4. Schedule

5. Performance

6. Superintendent

7. Letter of Recommendation

8. Conformed Drawings

E. DIRECTOR'S HEARING

F. CONSTRUCTION JOB MEETINGS, SCHEDULES, LOGS

1. Meetings

2. Schedules

3. Submittal Log

G. CONSTRUCTION SITE ADMINISTRATION SERVICES

H. SUB-CONSULTANT PARTICIPATION

I. DRAWINGS

1. Shop Drawings

2. As-Built & Record Set Drawings

J. CONSTRUCTION DEFICIENCY LIST

K. INSPECTIONS: SUBSTANTIAL & FINAL COMPLETION

L. CLOSE-OUT DOCUMENTS

M. CLOSE-OUT ACTIVITY TIME

N. TESTING, TRAINING, MANUALS, AND ATTIC STOCK

1. Testing

2. Training

3. Manuals

4. Attic Stock

O. CHANGE ORDERS

1. Consultant





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2. Contractor

3. Recommendation for Award

4. Code Review

5. Cost Estimate

6. Time Extension

7. Submission

8. Meetings

9. Consultant Fee

IX. PERMITS & APPROVALS ................................................................ 36

A. REGULATORY AGENCY PERMITS

1. NJ Uniform Construction Code Permit

2. Other Regulatory Agency Approvals & Permits

3. Prior Approval Certification Letters

B. BARRIER FREE REQUIREMENTS

C. STATE INSURANCE APPROVAL

D. PUBLIC EMPLOYEES OCCUPATIONAL SAFETY & HEALTH PROGRAM

E. MULTI-BUILDING OR MULTI-SITE PERMITS

F. PERMIT MEETINGS

G. MANDATORY NOTIFICATIONS

H. CONSTRUCTION TRAILER PERMITS

I. SPECIAL INSPECTIONS

X. GENERAL REQUIREMENTS .......................................................... 39

A. SCOPE CHANGES

B. ERRORS & OMISSIONS

C. ENERGY INCENTIVE PROGRAM

D. AIR POLLUTION FROM ARCHITECTURAL COATINGS

XI. ALLOWANCES ................................................................................... 41

A. PERMIT ALLOWANCE

1. Permits

2. Permit Costs

3. Applications

4. Consultant Fee

B. EMERGENCY GENERATOR ALLOWANCE

C. WATER TREATMENT SYSTEM ALLOWANCE

D. HAZARDOUS MATERIALS ALLOWANCE





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XII. SUBMITTAL REQUIREMENTS ...................................................... 42

A. CONTRACT DELIVERABLES

B. CATALOG CUTS

C. PROJECT DOCUMENT BOOKLET

D. DESIGN DOCUMENT CHANGES

E. SINGLE-PRIME CONTRACT

XIII. SOW SIGNATURE APPROVAL SHEET ........................................ 44

XIV. CONTRACT DELIVERABLES ......................................................... 45

XV. EXHIBITS ............................................................................................. 51

A. SAMPLE PROJECT SCHEDULE FORMAT

B. PROJECT SITE PLAN

C. HUNTERDON DEVELOPMENTAL CENTER OVERHEAD VIEW

D. DRAWINGS

E. HDC CONTRACTOR RULES

F. METHOD OF OPERATION FOR WATER TREATMENT & MAINTENANCE

SERVICES

G. CHILLER REPLACEMENT STUDY





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I. OBJECTIVE

The objective of this project is to replace two (2) Trane absorption chillers and one (1) cooling tower

located at the Health Service Residence at the Hunterdon Developmental Center with an energy

efficient electric chiller system. The new chiller system will be designed for an outside location.

II. CONSULTANT QUALIFICATIONS

A. CONSULTANT & SUB-CONSULTANT PRE-QUALIFICATIONS

The Consultant shall be a firm pre-qualified with the Division of Property Management &

Construction (DPMC) in the P003 HVAC Engineering Discipline and have in-house capabilities or

Sub-Consultants pre-qualified with DPMC in the P002 Electrical Engineering and P005 Civil

Engineering Professional Discipline and all other Architectural, Engineering and Specialty Disciplines

necessary to complete the project as described in this Scope of Work (SOW).

III. PROJECT BUDGET

A. CONSTRUCTION COST ESTIMATE (CCE)

The initial Construction Cost Estimate (CCE) for this project is $3,050,000.

The Consultant shall review this Scope of Work and provide a narrative evaluation and analysis of the

accuracy of the proposed project CCE in their technical proposal based on their professional

experience and opinion.

B. CURRENT WORKING ESTIMATE (CWE)

The Current Working Estimate (CWE) for this project is $4,000,000.

The CWE includes the construction cost estimate and all consulting, permitting and administrative

fees.

The CWE is the Client Agency’s financial budget based on this project Scope of Work and shall not

be exceeded during the design and construction phases of the project unless DPMC approves the

change in Scope of Work through a Contract amendment.





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C. COST ESTIMATING

On projects with a CCE under $750,000, the estimate may be prepared by the Consultant’s in-house

staff or their Sub-Consultant’s staff during each design phase of the project. However, if the CCE is

$750,000 or larger, the Consultant or Sub-Consultant providing the estimate must be pre-qualified

with DPMC in the P025 Estimating/Cost Analysis Specialty Discipline.

All cost estimates shall be adjusted for regional location, site factors, construction phasing, premium

time, building use group, location of work within the building, temporary swing space, security issues,

and inflation factors based on the year in which the work is to be performed.

All cost estimates must be submitted on a DPMC-38 Project Cost Analysis form at each design phase

of the project with a detailed construction cost analysis in CSI format (2004 Edition) for all

appropriate divisions and sub-divisions. The Project Manager will provide cost figures for those items

which may be in addition to the CCE such as art inclusion, CM services, etc. and must be included as

part of the CWE. This cost analysis must be submitted for all projects regardless of the Construction

Cost Estimate amount.

D. CONSULTANT’S FEES

The construction cost estimate for this project shall not be used as a basis for the Consultant’s design

and construction administration fees. The Consultant’s fees shall be based on the information

contained in this Scope of Work document and the observations made and/or the additional

information received during the pre-proposal meeting.





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IV. PROJECT SCHEDULE

A. SCOPE OF WORK DESIGN & CONSTRUCTION SCHEDULE

The following schedule identifies the estimated design and construction phases for this project and the

estimated durations.

PROJECT PHASE ESTIMATED DURATION (Calendar Days)

1. Program Phase 30

2. Design Development Phase 50% (Minimum) 30

Project Team & DPMC Plan/Code Unit Review & Comment 14

3. Final Design Phase 100% 30

Project Team & DPMC Plan/Code Unit Review & Approval 14

4. Permit Application Phase 7

Issue Permit

5. Bid Phase 35

6. Award Phase 21

7. Construction Phase 120

B. CONSULTANT’S PROPOSED DESIGN & CONSTRUCTION SCHEDULE

The Consultant shall submit a project design and construction bar chart schedule with their technical

proposal that is similar in format and detail to the schedule depicted in Exhibit ‘A’. The bar chart

schedule developed by the Consultant shall reflect their recommended project phases, phase activities,

activity durations.

The Consultant shall estimate the duration of the project Close-Out Phase based on the anticipated

time required to complete each deliverable identified in Section XIV of this document entitled

“Contract Deliverables - Project Close-Out Phase” and include this information in the bar chart

schedule submitted.

A written narrative shall also be included with the technical proposal explaining the schedule

submitted and the reasons why and how it can be completed in the time frame proposed by the

Consultant.





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This schedule and narrative will be reviewed by the Consultant Selection Committee as part of the

evaluation process and will be assigned a score commensurate with clarity and comprehensiveness of

the submission.

C. CONSULTANT DESIGN SCHEDULE

The Project Manager will issue the Consultant’s approved project schedule at the first design kickoff

meeting. This schedule will be binding for the Consultant’s activities and will include the start and

completion dates for each design activity. The Consultant and Project Team members shall use this

schedule to ensure that all design milestone dates are being met for the project. The Consultant shall

update the schedule to reflect performance periodically (minimally at each design phase) for the

Project Team review and approval. Any recommendations for deviations from the approved design

schedule must be explained in detail as to the causes for the deviation(s) and impact to the schedule.

D. BID DOCUMENT CONSTRUCTION SCHEDULE

The Consultant shall include a construction schedule in Division 1 of the specification bid document.

This schedule shall contain, at minimum, the major activities and their durations for each trade

specified for the project. This schedule shall be in “bar chart” format and will be used by the

Contractors as an aid in determining their bid price. It shall reflect special sequencing or phased

construction requirements including, but not limited to: special hours for building access, weather

restrictions, imposed constraints caused by Client Agency program schedules, security needs, lead

times for materials and equipment, anticipated delivery dates for critical items, utility interruption and

shut-down constraints, and concurrent construction activities of other projects at the site and any other

item identified by the Consultant during the design phases of the project.

E. CONTRACTOR CONSTRUCTION PROGRESS SCHEDULE

The Contractor shall be responsible for preparing a coordinated combined progress schedule with the

Sub-Contractors after the award of the contract. This schedule shall meet all of the requirements

identified in the Consultant’s construction schedule. The construction schedule shall be completed in

accordance with the latest edition of the Instructions to Bidders and General Conditions entitled,

“Article 9, Construction Progress Schedule” (No CPM).

The Consultant must review and analyze this progress schedule and recommend approval/disapproval

to the Project Team until a satisfactory version is approved by the Project Team. The Project Team

must approve the baseline schedule prior to the start of construction and prior to the Contractor

submitting invoices for payment.

The Consultant shall note in Division 1 of the specification that the State will not accept the progress

schedule until it meets the project contract requirements and any delays to the start of the construction

work will be against the Contractor until the date of acceptance by the State.





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The construction progress schedule shall be reviewed, approved, and updated by the Contractor of

schedule, Consultant, and Project Team members at each regularly scheduled construction job meeting

and the Consultant shall note the date and trade(s) responsible for project delays (as applicable).

V. PROJECT SITE LOCATION & TEAM MEMBERS

A. PROJECT SITE ADDRESS

The location of the project site is:

Hunterdon Development Center

Route 513 (Pittstown Road)

Clinton, Hunterdon County, NJ 08809

See Exhibit ‘B’ for the project site map.

B. PROJECT TEAM MEMBER DIRECTORY

The following are the names, addresses, and phone numbers of the Project Team members.

1. DPMC Representative:

Name: Steven Rapaport, Project Manager

Address: Division Property Management & Construction

20 West State Street, 3rd

Floor

Trenton, NJ 08625

Phone No: (609) 633-2836

E-Mail No: [email protected]

2. Client Agency Representative:

Name: Katherine Fling, Director

Office of Property Management and Construction_

Address: Department of Human Services

222 S. Warren Street, PO Box 700

Trenton, NJ 08625

Phone No: (609) 292-0397

E-Mail No: [email protected]





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VI. PROJECT DEFINITION

A. BACKGROUND

Hunterdon Developmental Center (HDC) is located in the town of Clinton, Hunterdon County and

houses approximately 600 developmentally disabled and handicapped individuals. The Center is

manned 24-hours a day, 7 days a week. The facility has multiple buildings sharing common utilities

and support services.

In 2007, the Department of Human Services procured the services of Miller-Remick Corporation to

conduct a study to identify replacement options for the existing chiller and cooling tower system at

HDC. The resulting report is shown in Exhibit ‘G’ and is provided as background.

B. FUNCTIONAL DESCRIPTION OF THE FACILITY

Hunterdon Developmental Center shares many common utilities with the Department of Corrections

facility known as the Edna Mahon Correctional Facility. One shared utility is the high temperature hot

water system generated by the cogeneration plant at Edna Mahan. The cogeneration plant was

constructed in the 1990’s. The HTHW system currently powers one of two absorption chillers located

in the basement of the Health Services Residence (HSR) at HDC. The other chiller is non-operational.

The new chillers will use electricity provided by the cogeneration plant at Edna Mahan.

Both existing chillers will be abandoned in place. However, the Consultant may consider the existing

chiller space for locating new equipment such as pumps. A new chiller system will be located outside

of the HSR. The exact location of the new chiller system will be determined by the Consultant. See

Exhibit ‘C’ for an overview of the site and possible areas for the new chiller system.

Both of the existing absorption chillers are identical. Manufactured by Trane, model number B5J-

HW-3 and built in 1968, they each have a cooling capacity of 490 tons. Hot water input is 270 deg F

@ 490 gpm. Chilled water output(52 deg F in/42 deg F out) is pumped at 150 HP constant speed,

2400 gpm @ 170’ TDH.

The existing cooling tower was manufactured by Marley, model number 453-212 and built in 1968. It

has a cooling capacity of 1,000 tons, with an input of 101 deg F @ 2000 gpm. Tower water pumps are

50 HP constant speed. The tower is located on grade in back of the HSR building across an access

road. The cooling tower will also be replaced as part of this project. The existing cooling tower

location can be considered as a location for new chiller equipment. See Exhibit ‘D’ for drawings of

the existing chiller and cooling tower system.

Since one chiller is non-operational, the facility has rented an electric centrifugal chiller, manufactured

by Trane with a 400 ton cooling capacity. It is located in the parking lot behind the HSR building.

The chilled water from this temporary chiller is connected into the inlet and outlet connections at the





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non-operational chiller. The water is circulated by two 150 HP pumps. The piping and electrical

connections are laid across an access road and need to be connected and disconnected every year. The

temporary chiller has been in use for nine years.

The existence of asbestos is suspected within the manholes and insulation of the existing underground

pipelines, especially to the cooling tower.

VII. CONSULTANT DESIGN RESPONSIBILITIES

A. GENERAL

1. Program Phase:

The Consultant shall evaluate the options available for a new electric powered chiller system and

recommend a system for this installation. The evaluation shall include, but not be limited to, packaged

units and units with separate cooling towers, pump locations and new chiller system locations. Water

treatment options for the new chiller system shall also be evaluated and recommendations made. The

Consultant shall prepare and submit a report of the options considered, evaluation criteria and

recommendations including water treatment options.

2. Data Collection:

All available chiller and equipment information will be made available to the Consultant; however, the

Consultant shall verify the information provided and determine the history of any changes made to the

building, equipment and systems identified.

3. Schedule:

The intent of this project is to schedule any required demolition and installation of the new chiller

systems and equipment during an off-season period, to allow sufficient time for acceptance testing

prior to the start of the subsequent cooling season.

B. CHILLER SYSTEM DESIGN

1. Chiller System Criteria:

The Consultant shall provide the design and specifications for an energy efficient electric chiller

system to replace the existing chiller system at HDC. This includes all related components such as

piping, valves, controls and utilities. The specifications shall describe the preferred chiller systems

and shall list the names of three equal manufacturers for each.





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The Consultant may review the Chiller Replacement Study, dated June 28, 2007 by Miller-Remick

Corporation. DPMC does not attest to the accuracy of the Study and does not require the Consultant

to adhere to any of the recommendations made in the document. Changes may be made to the study

recommendations after justifications are presented and approved by the DPMC Project Team

members. This shall be discussed further in the Program Phase.

Include all equipment schedules on the drawings by symbol designations, name and estimated size or

capacity in BTU, GPM, gallons, etc. All piping shall be labeled to identify its use.

Each new chiller unit shall contain the appropriate amount of valves and electrical disconnect devices

necessary to isolate the unit for repair or replacement without affecting the operation or shutting down

the remaining units or systems.

2. Cooling Load Calculations:

The Consultant shall be responsible to determine the appropriate size and capacity of the new chiller

systems and their related components based on the cooling load requirements for the facility. Confirm

the new electric chiller capacities by cooling load calculations and submit the signed and sealed data to

the DPMC Design & Code Review Unit for record.

3. Controls:

Specify a digital control system capable of managing the entire new system from a main control

location as well as remote station control.

4. Site Plan and Drawings:

The Consultant or Sub-Consultant pre-qualified with DPMC in the P005 Civil Engineering

Professional Disciplines shall prepare the site plan, drawings and foundation design for any new

equipment as required. Consider using the proposed new chiller system area shown in Exhibit ‘C’.

The existing cooling tower pad may also be considered for new equipment.

Conduct geotechnical investigations as necessary to determine and identify the soil conditions, water

table and soil bearing capacity, etc. of the proposed construction area on the site. All soil borings shall

be accurately surveyed and their dimensioned locations with the test data shall be shown on the site

plan.

Provide design details for the location and installation of all auxiliary components and accessories

including, but not limited to expansion tanks, alarms, sensors, control devices, annunciator panels,

condenser pumps, chilled water pumps, etc.

Provide new concrete pads, foundations, and mounting details for any new equipment. Include details

for the removal and disposal methods of any existing concrete pads, foundations, and/or equipment if





PAGE 15

required. Provide one (1) set of signed and sealed structural calculations verifying that the existing or

new concrete pads and foundations will support the units.

5. Demolition:

Provide a demolition drawing that identifies the chiller equipment and systems to be demolished and

removed from the facility. Note that a complete demolition will not be necessary. Existing chillers

can be abandoned in place. The existing cooling tower, however, will be demolished. Provide only

for demolition necessary to tie new chiller systems into existing lines and equipment as necessary.

Design documents shall state that the Department of Human Services has salvage rights for any item

being removed from the facility.

Describe the special coordination requirements during the demolition phase with the project team,

facility and cogeneration plant personnel such as shut down and isolation of utilities, need for

temporary isolation valves, bypass piping, temporary power and utility backup systems if required, etc.

6. Fire Protection Program:

Address the fire protection requirements during the demolition and installation of the equipment.

Language shall be included in the design documents that states any acetylene, welding, brazing, and

soldering equipment, or other potential source of fire ignition cannot be used on the construction site

until a fire watch program has been submitted by the Contractor and approved by the Consultant and

Project Team members.

7. Site Preparation, Repairs, Restoration:

Approved locations for dumpsters shall be shown on the site drawing and the frequency for removal

from the facility shall be described. Demolished equipment and materials may not be stored on site.

Describe the requirements for disposal of special materials such as refrigerants, lubricants, etc.

Identify any special requirements for construction fencing, parking areas for contractor vehicles and

equipment, traffic patterns, security, temporary site lighting, road barriers, material storage trailers,

noise restrictions, special work hours, etc. if required.

The design documents shall identify the requirements necessary to restore the site landscaping,

roadways, etc. to their original condition if they are impacted by the work of this project.

8. Electrical Power Distribution System:

Review and provide a design for all electrical components required to install the new chiller systems

and related equipment. Include any additional, or upgraded, electrical service to run the new





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equipment if required, considering the most practical and cost effective method to upgrade the

electrical supply to the units.

Provide an electrical diagram that identifies the name, location, and rating of all the electrical

components that are being installed as part of this project. Include all demand factors, switch and

panel schedules, wiring identification codes, drawing legends, etc. on the documents.

Location, capacity, space requirements of all electrical equipment must be indicated. Indicate the size

of the service equipment, transformers, circuit breakers, main disconnect, etc. Provide an area for the

main circuit breakers (service disconnect) and an adjoining circuit breaker distribution switchboard.

Step down dry type transformers shall be provided to serve small equipment and general receptacle

loads where appropriate.

9. Emergency Generator:

Determine if an emergency generator is needed and provide design documents and electrical drawing

details required to tie-in the new chillers and related equipment to an emergency generator, as

required. The Consultant shall estimate the costs for the design and construction administration

services necessary to provide the emergency generator and include that amount in their fee proposal

line item entitled “Emergency Generator Allowance.” Any funds remaining in the Allowance shall

be returned to the State at the end of the project.

10. Water Distribution System:

Provide a piping riser diagram that indicates the type and location of all equipment associated with the

new chiller system. Applicable equipment connections shall be identified on drawings. Include GPM,

pipe sizes, valves, drainage points, distances, etc. as it relates with each riser.

Specify all required piping system components including, but not limited to: the type of insulation to

be installed on the piping, piping labels to identify its use, thermometer and gage locations, location

and type of both manual & electric isolation and shut off valves, check valves, backflow preventers,

strainers, flow switches, etc. Note that the piping system shall be designed with appropriate valves to

isolate units for repair or replacement without shutting down the operation.

Identify the locations in the piping system that will require rollers, hangers, guides, stops, anchors,

sway braces, bellows, vibration isolators, and expansion loops to support the lines or control its

movement. The piping system design shall meet all seismic requirements.

11. Water Treatment Program:

The Consultant shall investigate options for a water treatment program and compare options to the

State’s Purchase Bureau contract T0154, which expires on 7/31/14. Options shall be presented in





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written form to determine which option is most cost effective. Information on contract T0154 can be

found in Exhibit ‘F’ and at the following website.

http://www.state.nj.us/treasury/purchase/pricelists.shtml

If it is determined that the existing contract is sufficient for water treatment, no further action is

needed from the Consultant. If the new chiller system requires additional treatment, the Consultant

shall estimate the costs for the design and construction administration services necessary to provide a

water treatment system and include that amount in their fee proposal line item entitled “Water

Treatment System Allowance.” Any funds remaining in the Allowance shall be returned to the State

at the end of the project.

C. MANUFACTURER’S FIELD SERVICES

1. Start-up & Tests:

The Consultant shall coordinate and arrange scheduling the chiller manufacturer start up Engineer for

the new chillers and associated equipment. The Engineer shall provide services to leak test, refrigerant

pressure test, evacuate, dehydrate, charge, start-up, calibrate controls, etc. After the chiller systems

have been placed in operation, the Engineer shall ensure the equipment meets the manufacturer’s

performance standards and shall be adjusted for maximum efficiency. Provide test data and reports to

the Project Manager upon commissioning of the chiller systems.

The Contractor shall supply the initial charge of refrigerant.

2. Training:

Require that the Contractor make provisions for a training session for the facility engineers, operators,

and other interested personnel to demonstrate the proper operation of the chillers, ancillary equipment,

and controls. The Contractor shall use the chiller manufacturer’s representative or approved

representative to conduct the training session. The training time required shall be estimated by the

Consultant and approved by facility personnel.

Five (5) sets of drawings, equipment specifications, operating manuals, start up and operating

sequence, recommended spare parts material lists, warranties, and all other relevant information shall

be bound in a binder and forwarded to the DPMC Project Manager.

3. Spare Parts:

Identify any manufacturer’s recommended spare parts and special tools or instruments needed for the

operation or maintenance of the equipment and provide them as part of this project.

4. Maintenance Service:

http://www.state.nj.us/treasury/purchase/pricelists.shtml





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Furnish service and maintenance of the chillers for a period of five years from date of Substantial

Completion in accordance with manufacturer’s instructions. Contract may be renewable on a yearly

basis.

5. Warranty:

Provide a five year warranty for the complete chiller packages including materials and labor.

D. CONTRACTOR’S USE OF THE PREMISES

Refer to Exhibit ‘E”, 2 pages, entitled “Hunterdon Developmental Center Department of Human

Services Contractor Rules” document and work with the Project Team to edit the document and add or

delete any special security and policy requirements that must be followed during all work conducted at

the facility for this project and include this information in Division 1 of the specification.

Develop procedures for personnel to access the project site and construction areas, and provide the

names and phone numbers of approved escorts when needed.

E. ASBESTOS

1. Asbestos Sub-Consultant:

The Consultant for this project shall be responsible for determining which of the systems and materials

will be impacted by the proposed construction work for this project. The Consultant shall then employ

the services of a Sub-Consultant certified by DCA and pre-qualified with the DPMC in the P037

Asbestos Design Discipline, and P038 Asbestos Safety Control Monitoring Discipline (ASCM) to

determine if there is asbestos present in the systems and materials, and if present, prepare design

documents, monitoring and construction services to remediate the asbestos as part of this project. The

Consultant may contact the NJ State website for a list of the pre-qualified firms at:

http://www.state.nj.us/treasury/dpmc/consult_search.shtml

2. Asbestos Investigation Phase:

The P037 Asbestos Design Sub-Consultant shall collect test samples of the building materials in all

areas identified to be impacted by the construction work of this project using the “AHERA Protocol”

and analyze them for the presence of asbestos. Asbestos is suspected in the underground piping,

particularly to the existing cooling tower. The test samples shall be taken with minimal disruption to

the on-going operation of the building and the schedule required to conduct the asbestos investigation

must be pre-approved by the DPMC Project Team.

http://www.state.nj.us/treasury/dpmc/consult_search.shtml





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The P037 Asbestos Design Sub-Consultant shall be responsible to patch, encapsulate, label, digitally

photograph, and record any areas that are disturbed during the asbestos investigation to the satisfaction

of the DPMC Project Team and facility personnel.

The P037 Asbestos Design Sub-Consultant shall prepare and submit three (3) copies of an Asbestos

Investigation Report to the DPMC Project Manager. The report shall include an executive summary

that describes the objective of the project, a description of the structure and areas investigated, and the

results of the findings. The investigation results shall be presented in a table format that identifies the

location of each test sample, a description of the asbestos containing material, the test sample

identification number and the laboratory analysis showing the percentage of asbestos in the test

sample, the amount of asbestos containing material both in total quantity and as a percentage of the

space involved, and a description of material damage and severity if appropriate.

A schematic plan of the site shall be included that identifies the test sample locations and related test

sample identification number.

Illustrative drawings, sketches, and photographs may need to be included in the report that shows the

test sample locations and any accessibility issues, demolition requirements, or other special conditions

to be addressed for that area in the asbestos abatement design documents.

A construction cost estimate shall be prepared that includes all of the costs necessary to remove the

asbestos containing materials for this project.

A construction schedule shall be prepared for the removal of the asbestos containing materials and that

addresses all issues that may have a negative impact on the schedule duration.

3. Asbestos Abatement Design Documents:

The P037 Asbestos Design Sub-Consultant, under the direction of the Consultant, shall prepare design

documents for the abatement of the asbestos containing materials located in the construction area.

The P037 Asbestos Design Sub-Consultant shall ensure all critical items are addressed and included in

the asbestos abatement design documents such as: phased construction, temporary barrier walls,

abatement configurations, disposal of non-salvageable contaminated items, hours of operation,

temporary tie-in and shutdown of utilities and systems, temporary lighting, protection of equipment,

acceptable standards of cleanliness, restoration of all finishes, security issues, contractor’s use of the

premises, etc.

4. Asbestos Permit:

After award of the asbestos abatement contract, the principal Contractor shall complete the Asbestos

Construction Permit Application, secure the asbestos permit from DCA, and pay for all associated

fees.





PAGE 20

The P037 Asbestos Design Sub-Consultant shall ensure that the asbestos abatement work,

notifications, safety plan, air monitoring, and waste hauling/manifests comply with all applicable NJ

and Federal regulations and comply with NJAC 5:23, Subchapter 8.

5. Asbestos Abatement:

It shall be the responsibility of the single prime Contractor to employ the services of a qualified

asbestos Sub-Contractor to remove the asbestos. The Consultant; in conjunction with the P037

Asbestos Design Sub-Consultant, shall ensure that the scheduled asbestos removal has a minimal

impact on all construction activities and project schedules.

The P038 Asbestos Safety Control Monitoring Sub-Contractor shall provide monitoring and

construction administration services during the asbestos abatement activities including submissions of

all Hazardous Waste Manifests to the DPMC Project Manager at the completion of the project.

The P038 Asbestos Safety Control Monitoring Sub-Consultant shall perform air monitoring in areas

adjacent to the work areas as required by the appropriate codes and regulations. They shall perform all

pre-tests and clearance air monitoring as required. A minimum of three (3) samples shall be taken per

shift.

The Contractor shall provide evidence of legal disposal of all asbestos materials to the DPMC Project

Manager.

The P038 Asbestos Safety Control Monitor Sub-Consultant shall provide eight (8) copies of an

asbestos abatement “final report” to the DPMC Project Manager at the completion of the project. The

report shall contain the AST log for all air sampling data and subsequent results, problems

encountered and corrective actions, pump calculations, and general observations.

DCA will issue the Certificate of Approval when the project is completed.

F. HAZARDOUS MATERIALS ALLOWANCE

The Sub-Consulting firm(s) selected by the Consultant to conduct any materials tests, prepare the

design documents, and provide construction administration services to remediate the hazardous

materials described above shall estimate all of the costs associated with the work and submit that

amount to the Consultant prior to the proposal due date. The construction administration fee

submitted shall reflect the costs associated with performing the work.

The Consultant shall enter the amount submitted by the Sub-Consulting firm(s) on the fee proposal

line item entitled “Hazardous Materials Allowance” and attach a detailed cost breakdown sheet for

use by DPMC during the proposal review and potential fee negotiations. The cost breakdown sheet

shall include, but not be limited to the following information:





PAGE 21

1.) Asbestos Inspection & Assessment Phase

Total Number of Bulk Samples to be Collected

Bulk Sample Collection Unit Cost

Bulk Sample Lab Analysis Unit Cost

Instrumentation/Equipment Costs

Hazardous Materials Survey Report Cost

2.) Abatement Design & Construction Administration Phases

Meeting Costs

Drawing Costs

Specification Costs

Construction Administration Costs

Any funds remaining in the Allowance shall be returned to the State at the end of the project.

G. GENERAL DESIGN OVERVIEW

1. Design Detail:

Section VII of this Scope of Work is intended as a guide for the Consultant to understand the overall

basic design requirements of the project and is not intended to identify each specific design component

related to code and construction items. The Consultant shall provide those details during the design

phase of the project ensuring that they are in compliance with all applicable codes, regulating

authorities, and the guidelines established in the DPMC Procedures for Architects and Engineers

Manual.

The Consultant shall understand that construction documents submitted to DPMC shall go beyond the

basic requirements set forth by the current copy of the Uniform Construction Code NJAC 5:23-2.15(f).

Drawings and specifications shall provide detail beyond that required to merely show the nature and

character of the work to be performed. The construction documents shall provide sufficient

information and detail to illustrate, describe and clearly delineate the design intent of the Consultant

and enable all Contractors to uniformly bid the project.

The Consultant shall ensure that all of the design items described in this scope of work are addressed

and included in the project drawings and specification sections where appropriate.

It shall be the Consultant’s responsibility to provide all of the design elements for this project. Under

no circumstance may they delegate the responsibility of the design; or portions thereof, to the

Contractor unless specifically allowed in this Scope of Work.





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2. Specification Format:

The Consultant shall ensure that the project design specifications are formatted in the revised and

expanded version of the Construction Specifications Institute (CSI) format entitled “Master Format

2004 Edition: Numbers and Titles.”

The Consultant shall review all of the CSI Master Format 2004 specification sections listed and

remove those that do not apply and edit those that remain so they are consistent and specific to this

project scope of work.

H. PROJECT COMMENCEMENT

A pre-design meeting shall be scheduled with the Consultant and the Project Team members at the

commencement of the project to obtain and/or coordinate the following information:

1. Project Directory:

Develop a project directory that identifies the name and phone number of key designated

representatives who may be contacted during the design and construction phases of this project.

2. Site Access:

Develop procedures to access the project site and provide the names and phone numbers of approved

escorts when needed. Obtain copies of special security and policy procedures that must be followed

during all work conducted at the facility and include this information in Division 1 of the specification.

3. Project Coordination:

Review and become familiar with any current and/or future projects at the site that may impact the

design, construction, and scheduling requirements of this project. Incorporate all appropriate

information and coordination requirements in Division 1 of the specification.

4. Existing Documentation:

Review any documents and additional information that may be provided at a later date such as reports,

studies, surveys, equipment manuals, as-built drawings, etc. The State does not attest to the accuracy

of the information provided and accepts no responsibility for the consequences of errors by the use of

any information and material contained in the documentation provided. It shall be the responsibility of

the Consultant to verify the contents and assume full responsibility for any determination or

conclusion drawn from the material used. If the information provided is insufficient, the Consultant

shall take the appropriate actions necessary to obtain the additional information required.





PAGE 23

All original documentation shall be returned to the provider at the completion of the project.

5. Scope of Work:

Review the design and construction administration responsibilities and the submission requirements

identified in this Scope of Work with the Project Team members. Items such as: contract

deliverables, special sequencing or phased construction requirements, special hours for construction

based on Client Agency programs or building occupancy, security needs, delivery dates of critical and

long lead items, utility interruptions or shut down constraints for tie-ins, weather restrictions, and

coordination with other project construction activities at the site shall be addressed.

This information and all general administrative information; including a narrative summary of the

work for this project, shall be included in Division 1 of the specification. The Consultant shall assure

that there are no conflicts between the information contained in Division 1 of the specification and the

DPMC General Conditions.

6. Project Schedule:

Review and update the project design and construction schedule with the Project Team members.

I. BUILDING & SITE INFORMATION

The following information shall be included in the project design documents.

1. Building Classification:

Provide the building Use Group Classification and Construction Type on the appropriate design

drawing.

2. Building Block & Lot Number:

Provide the site Block and Lot Number on the appropriate design drawing.

3. Building Site Plan:

Only when the project scope involves site work, or when the design triggers code issues that require

site information to show code compliance, shall a site plan be provided that is drawn in accordance

with an accurate boundary line survey. The site plan shall include, but not be limited to, the following

as may be applicable:

The size and location of new and existing buildings and additions as well as other structures.

The distance between buildings and structures and to lot lines.

Established and new site grades and contours as well as building finished floor elevations.





PAGE 24

New and existing site utilities, site vehicular and pedestrian roads, walkways and parking areas.

4. Site Location Map:

Provide a site location map on the drawing cover sheet that identifies the vehicular travel routes from

major roadways to the project construction site and the approved access roads to the Contractor’s

worksite staging area.

J. DESIGN MEETINGS & PRESENTATIONS

1. Design Meetings:

Conduct the appropriate number of review meetings with the Project Team members during each

design phase of the project so they may determine if the project meets their requirements, question any

aspect of the contract deliverables, and make changes where appropriate. The Consultant shall

describe the philosophy and process used in the development of the design criteria and the various

alternatives considered to meet the project objectives. Selected studies, sketches, cost estimates,

schedules, and other relevant information shall be presented to support the design solutions proposed.

Special considerations shall also be addressed such as: Contractor site access limitations, utility

shutdowns and switchover coordination, phased construction and schedule requirements, security

restrictions, available swing space, material and equipment delivery dates, etc.

It shall also be the responsibility of the Consultant to arrange and require all critical Sub-Consultants

to be in attendance at the design review meetings.

Record the minutes of each design meeting and distribute within seven (7) calendar days to all

attendees and those persons specified to be on the distribution list by the Project Manager.

2. Design Presentations:

The minimum number of design presentations required for each phase of this project is identified

below for reference:

Program Phase:

One (1) working meeting halfway through phase at Hunterdon Developmental Center.

One (1) oral presentation in Trenton (20 West State Street, 3rd

Floor Conference Room) at phase

completion.

Design Development Phase:






PAGE 25



completion.

Final Design Phase:




completion.

VIII.CONSULTANT CONSTRUCTION RESPONSIBILITIES

A. GENERAL CONSTRUCTION ADMINISTRATION OVERVIEW

This section of the Scope of Work is intended as a guide for the Consultant to understand their overall

basic construction administration responsibilities for the project and does not attempt to identify each

specific activity or deliverable required during this phase. The Consultant shall obtain that information

from the current publication of the DPMC Procedures for Architects and Engineers Manual and any

additional information provided during the Consultant Selection Process.

B. PRE-BID MEETING

The Consultant shall attend, chair, record and distribute minutes of the Contractor pre-bid meetings.

When bidders ask questions that may affect the bid price of the project, the Consultant shall develop a

Bulletin(s) to clarify the bid documents in the format described in the Procedures for Architects and

Engineers Manual, Section 9.2 entitled “Bulletins.” These Bulletins must be sent to DPMC at least

seven (7) calendar days prior to the bid opening date. DPMC will then distribute the document to all

bidders.

C. BID OPENING

The Consultant must attend the bid opening held at the designated location.

In the event that the construction bids received exceed the Consultant’s approved final cost estimate by

5% or more, the Consultant shall redesign and/or set up sufficient approved alternate designs, plans

and specifications for the project work, to secure a bid that will come within the allocation specified

by the State without impacting the programmatic requirements of the project. Such redesign work and

changes to plans, including reproduction costs for submission in order to obtain final approval and

permits, shall be undertaken by the Consultant at no additional cost to the State.





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D. POST BID REVIEW MEETING, RECOMMENDATION FOR AWARD

The Consultant; in conjunction with the Project Manager, shall review the bid proposals submitted by

the various Contractors to determine the low responsible bid for the project. The Consultant; in

conjunction with the Project Manager, shall develop a post bid questionnaire based on the

requirements below and schedule a post bid review meeting with the Contractor’s representative to

review the construction costs and schedule, staffing, and other pertinent information to ensure they

understand the Scope of the Work and that their bid proposal is complete and inclusive of all

requirements necessary to deliver the project in strict accordance with the plans and specifications.

1. Post Bid Review:

Review the project bid proposals including the alternates, unit prices, and allowances within seven (7)

calendar days from the bid due date. Provide a bid tabulation matrix comparing all bids submitted and

make a statement about the high, low, and average bids received. Include a comparison of the

submitted bids to the approved current construction cost estimate. When applicable, provide an

analysis with supporting data, detailing why the bids did not meet the construction cost estimate.

2. Review Meeting:

Arrange a meeting with the apparent low bid Contractor to discuss their bid proposal and other issues

regarding the award of the contract. Remind the Contractor that this is a Lump Sum bid. Request the

Contractor to confirm that their bid proposal does not contain errors. Review and confirm Alternate

pricing and Unit pricing and document acceptance or rejection as appropriate.

Comment on all omissions, qualifications and unsolicited statements appearing in the proposals.

Review any special circumstances of the project. Ensure the Contractor’s signature appears on all post

bid review documents.

3. Substitutions:

Inquire about any potential substitutions being contemplated by the Contractor and advise them of the

State’s guidelines for the approval of substitutions and the documentation required. Review the

deadline and advise the Contractor that partial submissions are not acceptable. Submission after the

deadline may be rejected by the State.

Equal substitutions that are proposed by the Contractor that are of lesser value must have a credit

change order attached with the submittal (See Article 4 of the General Conditions). The State has the

right to reject the submission if there is no agreement on the proposed credit. Contractor will be

responsible to submit a specified item.

4. Schedule:





PAGE 27

Confirm that the Contractor is aware of the number of calendar days listed in the contract documents

for the project duration and that the Contractor’s bid includes compliance with the schedule duration

and completion dates. Particular attention shall be given to special working conditions, long lead items

and projected delivery dates, etc. Review project milestones (if applicable). This could give an

indication of Contractor performance, but not allow a rejection of the bid.

Review the submittal timeframes per the Contract documents. Ask the Contractor to identify what

products will take over twenty-eight (28) calendar days to deliver from the point of submittal approval.

If a CPM Schedule is required, review the provisions and have Contractor acknowledge the

responsibility. Ask for the name of the CPM Scheduler and the “ballpark” costs.

5. Performance:

Investigate the past performance of Contractor by contacting Architects and owners (generally three of

each) that were listed in their DPMC pre-qualification package and other references that may have

been provided. Inquire how the Contractor performed with workmanship, schedule, project

management, change orders, cooperation, paper work, etc.

6. Superintendent:

Remind the Contractor that a full-time non-working superintendent is required per the General

Conditions, who must be responsible to address Contract issues. (Article 4.3.2.).

7. Letter of Recommendation:

The Consultant shall prepare a Letter of Recommendation for contract award to the Contractor

submitting the low responsible bid within three (3) calendar days from the post bid review meeting.

The document shall contain the project title, DPMC project number, bid due date and expiration date

of the proposal. It shall include a detailed narrative describing each post bid meeting agenda item

identified above and a recommendation to award the contract to the apparent low bid Contractor based

on the information obtained during that meeting. Describe any acceptance or rejection of Alternate

pricing and Unit pricing.

Comment on any discussion with the Contractor that provides a sense of their understanding of the

project and any special difficulties that they see, and how they might approach those problems.

Attach all minutes of the Post bid meeting and any other relevant correspondence with the Letter of

Recommendation and submit them to the Project Manager.

8. Conformed Drawings:





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The Consultant shall prepare and distribute two (2) sets of drawings stamped “Conformed Drawings”

to the Project Manager that reflect all Bulletins and/or required changes, additions, and deletions to the

pertinent drawings within twenty-eight (28) calendar days of the construction contract award date.

Any changes made in Bulletins, meeting minutes, post bid review requirements shall also be reflected

in the specification.

E. DIRECTOR’S HEARING

The Consultant must attend any Director’s hearing(s) if a Contractor submits a bid protest. The

Consultant shall be present to interpret the intent of the design documents and answer any technical

questions that may result from the meeting. In cases where the bid protest is upheld, the Consultant

shall submit a new “Letter of Recommendation” for contract award. The hours required to attend the

potential hearings and to document the findings shall be estimated by the Consultant and the costs will

be included in the base bid of their fee proposal.

F. CONSTRUCTION JOB MEETINGS, SCHEDULES, LOGS

The Consultant shall conduct all of the construction job meetings in accordance with the procedures

identified in the A/E manual and those listed below.

1. Meetings:

The Consultant and Sub-Consultant(s) shall attend the pre-construction meeting and all construction

job meetings during the construction phase of the project. The Consultant shall chair the meeting,

transcribe and distribute the job-meeting minutes for every job meeting to all attendees and to those

persons specified to be on the distribution list by the Project Manager. The Agenda for the meeting

shall include, but not be limited to the items identified in the Procedures for Architects and Engineers

Manual, Section 10.3.1, entitled “Agenda.”

Also, the Consultant is responsible for the preparation and distribution of minutes within three (3)

calendar days of the meeting. The format to be used for the minutes shall comply with those identified

in the “Procedures for Architects and Engineers Manual,” Section 10.3.4, entitled, “Format of

Minutes.” All meeting minutes are to have an “action” column indicating the party that is responsible

for the action indicated and a deadline to accomplish the assigned task. These tasks must be reviewed

at each job progress meeting until it is completed and the completion date of each task shall be noted

in the minutes of the meeting following the task completion.

2. Schedules:

The Consultant; with the input from the Client Agency Representative and Project Manager, shall

review and recommend approval of the project construction schedule prepared by the Contractor. The

schedule shall identify all necessary start and completion dates of construction, construction activities,





PAGE 29

submittal process activities, material deliveries and other milestones required to give a complete

review of the project.

The Consultant shall record any schedule delays, the party responsible for the delay, the schedule

activity affected, and the original and new date for reference.

The Consultant shall ensure that the Contractor provides a two (2) week “look ahead” construction

schedule based upon the current monthly updated schedule as approved at the bi-weekly job meetings

and that identifies the daily planned activities for that period. This Contractor requirement must also

be included in Division 1 of the specification for reference.

3. Submittal Log:

The Consultant shall develop and implement a submittal log that will identify all of the required

project submittals as identified in the design specification. The dates of submission shall be

determined and approved by all affected parties during the pre-construction meeting.

Examples of the submissions to be reviewed and approved by the Consultant and Sub-Consultant (if

required) include: shop drawings, change orders, Request for Information (RFI), equipment and

material catalog cuts, spec sheets, product data sheets, MSDS material safety data sheets, specification

procedures, color charts, material samples, mock-ups, etc. The submittal review process must be

conducted at each job progress meeting and shall include the Consultant, Sub-Consultant, Contractor,

Project Manager, and designated representatives of the Client Agency.

The Consultant shall provide an updated submittal log at each job meeting that highlights all of the

required submissions that are behind schedule during the construction phase of the project.

G. CONSTRUCTION SITE ADMINISTRATION SERVICES

The Consultant and Sub-Consultant(s) shall provide construction site administration services during

the duration of the project. The Consultant and Sub-Consultant(s) do not necessarily have to be on site

concurrently if there are no critical activities taking place that require the Sub-Consultant’s

participation.

The services required shall include, but not be limited to; field observations sufficient to verify the

quality and progress of construction work, conformance and compliance with the contract documents,

and to attend/chair meetings as may be required by the Project Manager to resolve special issues.

A field observation visit may be conducted in conjunction with regularly scheduled construction job

meetings, depending on the progress of work. The Consultant and their Sub-Consultant(s) shall

submit a field observation report for each site inspection to the Project Manager. Also, they shall

conduct inspections during major construction activities including, but not limited to the following

examples: concrete pours, steel and truss installations, code inspections, final testing of systems,





PAGE 30

achievement of each major milestone required on the construction schedule, and requests from the

Project Manager. The assignment of a full time on-site Sub-Consultant does not relieve the Consultant

of their site visit obligation.

The Consultant shall refer to Section XIV. Contract Deliverables of this Scope of Work subsection

entitled “Construction Phase” to determine the extent of services and deliverables required during this

phase of the project.

H. SUB-CONSULTANT PARTICIPATION

It is the responsibility of the Consultant to ensure that they have provided adequate hours and/or time

allotted in their technical proposal so that their Sub-Consultants may participate in all appropriate

phases and activities of this project or whenever requested by the Project Manager. This includes the

pre-proposal site visit and the various design meetings and construction job meetings, site visits, and

close-out activities described in this Scope of Work. Field observation reports and/or meeting minutes

are required to be submitted to the Project Manager within three (3) calendar days of the site visit or

meeting. All costs associated with such services shall be included in the base bid of the Consultant’s

fee proposal.

I. DRAWINGS

1. Shop Drawings:

Each Contractor shall review the specifications and determine the numbers and nature of each shop

drawing submittal. Five (5) sets of the documents shall be submitted with reference made to the

appropriate section of the specification. The Consultant shall review the Contractor’s shop drawing

submissions for conformity with the construction documents within fourteen (14) calendar days of

receipt. The Consultant shall return each shop drawing submittal stamped with the appropriate action,

i.e. “Approved”, “Approved as Noted”, “Approved as Noted Resubmit for Records”, “Rejected”, etc.

2. As-Built & Record Set Drawings:

The Contractor(s) shall keep the contract drawings up-to-date at all times during construction and

upon completion of the project, submit their AS-BUILT drawings to the Consultant with the

Contractor(s) certification as to the accuracy of the information prior to final payment. All AS-BUILT

drawings submitted shall be entitled AS-BUILT above the title block and dated.

The Consultant shall review the Contractor(s)’ AS-BUILT drawings at each job progress meeting to

ensure that they are up-to-date. Any deficiencies shall be noted in the progress meeting minutes.

The Consultant shall acknowledge acceptance of the AS-BUILT drawings by signing a transmittal

indicating they have reviewed them and that they reflect the AS-BUILT conditions as they exist.





PAGE 31

Upon receipt of the AS-BUILT drawings from the Contractor(s), The Consultant shall obtain the

original mylars from DPMC and transfer the AS-BUILT conditions to the original full sized signed

mylars to reflect RECORD conditions within twenty-eight (28) calendar days of receipt of the AS-

BUILT information.

The Consultant shall note the following statement on the original RECORD-SET drawings. “The AS-

BUILT information added to this drawing(s) has been supplied by the Contractor(s). The (Architect)

(Engineer) does not assume the responsibility for its accuracy other than conformity with the design

concept and general adequacy of the AS-BUILT information to the best of the (Architect’s)

(Engineer’s) knowledge.”

Upon completion, The Consultant shall deliver the RECORD-SET original mylars to DPMC who will

acknowledge their receipt in writing. This hard copy set of drawings and three (3) sets of current

release AUTO CAD discs shall be submitted to DPMC and the discs shall contain all AS-BUILT

drawings in both “.dwg” (native file format for AUTO CAD) and “.tif” (Tagged Image File) file

formats.

J. CONSTRUCTION DEFICIENCY LIST

The Consultant shall prepare, maintain and continuously distribute an on-going deficiency list to the

Contractor, Project Manager, and Client Agency Representative during the construction phase of the

project. This list shall be separate correspondence from the field observation reports and shall not be

considered as a punch list.

K. INSPECTIONS: SUBSTANTIAL & FINAL COMPLETION

The Consultant and their Sub-Consultant(s) accompanied by the Project Manager, Code Inspection

Group, Client Agency Representative and Contractor shall conduct site inspections to determine the

dates of substantial and final completion. The Project Manager will issue the only recognized official

notice of substantial completion. The Consultant shall prepare and distribute the coordinated punch

list, written warranties and other related DPMC forms and documents, supplied by the Contractor, to

the Project Manager for review and certification of final contract acceptance.

If applicable, the punch list shall include a list of attic stock and spare parts.

L. CLOSE-OUT DOCUMENTS

The Consultant shall review all project close-out documents as submitted by the Contractors to ensure

that they comply with the requirements listed in the “Procedure for Architects and Engineers’

Manual.” The Consultant shall forward the package to the Project Manager within twenty-eight (28)

calendar days from the date the Certificate of Occupancy/Certificate of Approval is issued. The

Consultant shall also submit a letter certifying that the project was completed in accordance with the

contract documents, etc.





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M. CLOSE-OUT ACTIVITY TIME

The Consultant shall provide all activities and deliverables associated with the “Close-Out Phase” of

this project as part of their Lump Sum base bid. The Consultant and/or Sub-Consultant(s) may not use

this time for additional job meetings or extended administrative services during the Construction Phase

of the project.

N. TESTING, TRAINING, MANUALS, AND ATTIC STOCK

The Consultant shall ensure that all equipment testing, training sessions and equipment manuals

required for this project comply with the requirements identified below.

1. Testing:

All equipment and product testing conducted during the course of construction is the responsibility of

the Contractor. However, the Consultant shall ensure the testing procedures comply with

manufacturers recommendations. The Consultant shall review the final test reports and provide a

written recommendation of the acceptance/rejection of the material, products or equipment tested

within fourteen (14) calendar days of receipt of the report.

2. Training:

The Consultant shall include in the specification that the Contractor shall schedule and coordinate all

equipment training with the Project Manager and Client Agency representatives. It shall state that the

Contractor shall submit the Operation and Maintenance (O&M) manuals, training plan contents, and

training durations to the Consultant, Project Manager and Client Agency Representative for review

and approval prior to the training session.

All costs associated with the training sessions shall be borne by the Contractor installing the

equipment. A signed letter shall be prepared stating when the training was completed and must be

accompanied with the training session sign-in sheet as part of the project close-out package.

3. Operation & Maintenance Manuals:

The Consultant shall coordinate and review the preparation and issuance of the equipment manuals

provided by the Contractor(s) ensuring that they contain the operating procedures, maintenance

procedures and frequency, cut sheets, parts lists, warranties, guarantees, and detailed drawings for all

equipment installed at the facility.

A troubleshooting guide shall be included that lists problems that may arise, possible causes with

solutions, and criteria for deciding when equipment shall be repaired and when it must be replaced.





PAGE 33

Include a list of the manufacturer’s recommended spare parts for all equipment being supplied for this

project.

The Consultant shall ensure that the training session is videotaped by the Contractor. A transmittal

copy must be presented to the Project Manager who will forward the document to the Client Agency

for future reference.

A list of names, addresses and telephone numbers of the Contractors involved in the installations and

firms capable of performing services for each mechanical item shall be included. The content of the

manuals shall be reviewed and approved by the Project Manager and Client Agency Representative.

The Consultant shall include in the specification that the Contractor must provide a minimum of ten

(10) “throwaway” copies of the manual for use at the training seminar and seven (7) hardbound copies

as part of the project close-out package.

4. Attic Stock:

The Consultant shall determine and recommend whether “attic stock” should be included for all

aspects of the project. If required, the Consultant shall specify attic stock items to be included in the

project.

Prior to project close-out, the Consultant must prepare a comprehensive listing of all items for delivery

by the Contractor to the Owner and in accordance with the appropriate specification/plan section.

Items shall include, but not be limited to: training sessions, O&M manuals, as-built drawings, itemized

attic stock requirements, and manufacturer guarantees/warranties.

O. CHANGE ORDERS

The Consultant shall review and process all change orders in accordance with the contract documents

and procedures described below.

1. Consultant:

The Consultant shall prepare a detailed request for Change Order including a detailed description of

the change(s) along with appropriate drawings, specifications, and related documentation and submit

the information to the Contractor for the change order request submission. This will require the use of

the current DPMC 9b form.

2. Contractor:

The Contractor shall submit a DPMC 9b Change Order Request form to the Project Manager within

seven (7) calendar days after receiving the Change Order from the Consultant. The document shall

identify the changed work in a manner that will allow a clear understanding of the necessity for the





PAGE 34

change. Copies of the original design drawings, sketches, etc. and specification pages shall be

highlighted to clarify and show entitlement to the Change Order.

Copies shall be provided of job minutes or correspondence with all relative information highlighted to

show the origin of the Change Order. Supplementary drawings from the Consultant shall be included

if applicable that indicate the manner to be used to complete the changed work. A detailed breakdown

of all costs associated with the change, i.e. material, labor, equipment, overhead, Sub-Contractor work,

profit and bond, and certification of increased bond shall be provided.

If the Change Order will impact the time of the project, the Contractor shall include a request for an

extension of time. This request shall include a copy of the original approved project schedule and a

proposed revised schedule that reflects the impact on the project completion date. Documentation to

account for the added time requested shall be included to support entitlement of the request such as

additional work, weather, other Contractors, etc. This documentation shall contain dates, weather data

and all other relative information.

3. Recommendation for Award:

The Consultant shall evaluate the reason for the change in work and provide a detailed written

recommendation for approval or disapproval of the Change Order Request including backup

documentation of costs in CSI format and all other considerations to substantiate that decision.

4. Code Review:

The Consultant shall determine if the Change Order request will require Code review and shall submit

six (6) sets of signed and sealed modified drawings and specifications to the DPMC Plan & Code

Review Unit for approval, if required. The Consultant must also determine and produce a permit

amendment request if required.

5. Cost Estimate:

The Consultant shall provide a detailed cost estimate of the proposed Change Order Request, as

submitted by the Contractor, in CSI format (2004 Edition) for all appropriate divisions and sub-

divisions using a recognized estimating formula. The estimate shall then be compared with that of the

Contractor’s estimate. If any line item in the Consultant’s estimate is lower than the corresponding line

item in the Contractor’s estimate, the Consultant in conjunction with the Project Manager is to contact

the Contractor by telephone and negotiate the cost differences. The Consultant shall document the

negotiated agreement on the Change Order Request form. If the Contractor’s total dollar value changes

based on the negotiations, the Consultant shall identify the changes on the Change Order Request form

accordingly.

When recommending approval or disapproval of the change order, the Consultant shall be required to

prepare and process a Change Order package that contains at a minimum the following documents:





PAGE 35

DPMC 9b Change Order Request

DPMC 10 Consultant’s Evaluation of Contractor’s Change Order Request

Consultant’s Independent Detailed Cost Estimate

Notes of Negotiations

6. Time Extension:

When a Change Order Request is submitted with both cost and time factors, the Consultant’s

independent cost estimate is to take into consideration time factors associated with the changed work.

The Consultant is to compare their time element with that of the Contractor’s time request and if there

is a significant difference, the Consultant in conjunction with the Project Manager is to contact the

Contractor by telephone and negotiate the difference.

When a Change Order Request is submitted for time only, the Consultant is to do an independent

evaluation of the time extension request using a recognized scheduling formula.

Requests for extension of contract time must be done in accordance with the General Conditions

Section 14.2.2.

7. Submission:

The Consultant shall complete all of the DPMC Change Order Request forms provided and submit a

completed package to the Project Manager with all appropriate backup documentation within seven (7)

calendar days from receipt of the Contractor’s change order request. The Consultant shall resubmit the

package at no cost to the State if the change order package contents are deemed insufficient by the

Project Manager.

8. Meetings:

The Consultant shall attend and actively participate at all administrative hearings or settlement

conferences as may be called by Project Manager in connection with such Change Orders and provide

minutes of those meetings to the Project Manager for distribution.

9. Consultant Fee:

All costs associated with the potential Contractor Change Order Requests shall be anticipated by the

Consultant and included in the base bid of their fee proposal.

If the Client Agency Representative requests a scope change; and it is approved by the Project

Manager, the Consultant may be entitled to be reimbursed through an amendment and in accordance

with the requirements stated in paragraph 10.01 of this Scope of Work.





PAGE 36

IX. PERMITS & APPROVALS

A. REGULATORY AGENCY PERMITS

The Consultant shall comply with the following guidelines to ensure that all required permits,

certificates, and approvals required by State regulatory agencies are obtained for this project.

1. NJ Uniform Construction Code Permit:

The Consultant shall complete the NJUCC permit application and all applicable technical sub-code

sections with all technical site data listed. The Agent section of the application and certification

section of the building sub-code section shall be signed. These documents shall be forwarded to the

Project Manager who will send them to the Department of Community Affairs (DCA) and all permit

application costs will be paid by DPMC from encumbered funds for the project.

The Consultant may obtain access and copies of all NJUCC Building, Fire, Plumbing, Electrical and

Elevator permit applications at the following website: www.nj.gov/dca/codes

The project construction documents must comply with the latest adopted edition of the NJ Uniform

Construction Code that is in effect at the Final Design Phase of this project.

All other required project permits shall be obtained and paid for by the Consultant in accordance with

the procedures described in paragraph 2 below.

2. Other Regulatory Agency Permits, Certificates, and Approvals:

The Consultant shall identify and obtain all other State Regulatory Agency permits, certificates, and

approvals that will govern and affect the work described in this Scope of Work. An itemized list of

these permits, certificates, and approvals shall be included with the Consultant’s Technical Proposal

and the total amount of the application fees should be entered in the Fee Proposal line item entitled,

“Permit Fee Allowance.” See Section XIV. 6.4.8 for a preliminary list of Regulatory Agency

approvals.

The Consultant may refer to the Division of Property Management and Construction “Procedures for

Architects and Engineers Manual”, Section 6.4.8, which presents a compendium of State permits,

certificates, and approvals that may be required for this project.

The Consultant shall determine the appropriate phase of the project to submit the permit application(s)

in order to meet the approved project milestone dates.

Where reference to an established industry standard is made, it shall be understood to mean the most

recent edition of the standard unless otherwise noted. If an industry standard is found to be revoked,

http://www.nj.gov/dca/codes





PAGE 37

or should the standard have undergone substantial change or revision from the time that the Scope of

Work was developed, the Consultant shall comply with the most recent edition of the standard.

3. Prior Approval Certification Letters:

The issuance of a construction permit for this project may be contingent upon acquiring various prior

approvals as defined by NJAC 5:23-1.4. It is the Consultant’s responsibility to determine which prior

approvals, if any, are required. The Consultant shall submit a general certification letter to the DPMC

Plan & Code Review Unit Manager during the Permit Phase of this project that certifies all required

prior approvals have been obtained.

In addition to the general certification letter discussed above, the following specific prior approval

certification letters, where applicable, shall be submitted by the Consultant to the DPMC Plan & Code

Review Unit Manager: Soil Erosion & Sediment Control, Water & Sewer Treatment Works Approval,

Coastal Areas Facilities Review, Compliance of Underground Storage Tank Systems with NJAC 7:14

b, Pinelands Review, Compliance of Abandoned Wells with NJAC 7:9-9, Certification that all utilities

have been disconnected from structures to be demolished, Board of Health Approval for Potable Water

Wells, Health Department Approval for Septic Systems. It shall be noted that in accordance with

NJAC 5:23-2.15(a)5, a permit cannot be issued until the letter(s) of certification is received.

B. BARRIER FREE REQUIREMENTS

The Consultant, in cooperation with the Client Agency Representative, shall assure that this project

complies with the NJUCC Barrier Free Sub code where applicable.

C. STATE INSURANCE APPROVAL

The Consultant shall respond in writing to the FM Global Insurance Underwriter plan review

comments through the DPMC Plan & Code Review Unit Manager as applicable. The Consultant shall

review all the comments and modify the documents while adhering to the project’s SOW

requirements, State code requirements, schedule, budget, and Consultant fee.

D. PUBLIC EMPLOYEES OCCUPATIONAL SAFETY & HEALTH PROGRAM

A paragraph shall be included in the design documents, if applicable to this project that states:

The Contractor shall comply with all the requirements stipulated in the Public Employees

Occupational Safety & Health Program (PEOSHA) document, paragraph 12:100-13.5 entitled “Air

quality during renovation and remodeling”. The Contractor shall submit a plan demonstrating the

measures to be utilized to confine the dust, debris, and air contaminants in the renovation or

construction area of the project site to the Project Team prior to the start of construction.

The link to the document is: http://www.state.nj.us/health/eoh/peoshweb/iaqstd.pdf

http://www.state.nj.us/health/eoh/peoshweb/iaqstd.pdf





PAGE 38

E. MULTI-BUILDING OR MULTI-SITE PERMITS

A project that involves many buildings and/or sites requires that a separate permit shall be issued for

each building or site. The Consultant must determine the construction cost estimate for each building

and/or site location and submit that amount where indicated on the permit application.

F. PERMIT MEETINGS

The Consultant shall attend and chair all meetings with Permitting Agencies necessary to explain and

obtain the required permits.

G. MANDATORY NOTIFICATIONS

The Consultant shall include language in Division 1 of the specification that states the Contractor shall

assure compliance with the New Jersey “One Call” Program (1-800-272-1000) if any excavation is to

occur at the project site.

The One Call Program is known as the New Jersey Underground Facility Protection Act, N.J.S.A.

48:2-73 through N.J.S.A. 48:2-91, and N.J.A.C. 14:2-1.1 through N.J.A.C. 14:2-6.4.

H. CONSTRUCTION TRAILER PERMITS

If construction trailers are required for the project then the Consultant shall include language in the

Supplemental General Conditions that states the Contractor(s) shall be responsible to obtain and pay

for each construction trailer permit directly from the Department of Community Affairs. (General

Contractor for Single Bid-Lump Sum All Trades contract, and each Contractor for Separate Bids &

Single Bid contract).

DCA will allow a single permit application to cover more than one trailer per Contractor provided the

building, plumbing, and electrical technical sub-code sections, as applicable, specify the correct

numbers and costs. The trailers will not require a plan review.

DCA will inspect each construction trailer and issue a Certificate of Occupancy (CO) separate from

the main building construction.

Storage trailers with no utility connections are exempt from this requirement.

I. SPECIAL INSPECTIONS





PAGE 39

In accordance with the requirements of the New Jersey Uniform Construction Code, Bulletin 03-5 and

as clarified further by the Department of Community Affairs, the Consultant shall be responsible for

the coordination of all special inspections during the construction phase of the project.

1. Definition:

Special inspections are defined as an independent verification by a qualified person (special Inspector)

rendered to the code official for Class I buildings only. The special inspector is to be independent

from the Contractor and responsible to the building owner or owner’s agent so that there is no possible

conflict of interest.

2. Responsibilities:

The Consultant shall submit with the permit application, a list of special inspections and the firm(s)

that will be responsible to carry out the inspections required for the project. The list shall be a separate

document, on letter head, signed and sealed.

3. Special Inspections:

The following special inspections, as applicable to this project, shall be performed in accordance with

Chapter 17 of the International Building Code, New Jersey Edition, as defined below.

Steel construction, in accordance with Section 1704.3.

Concrete construction, in accordance with Section 1704.4.

Masonry construction, in accordance with Section 1704.5.

Soils, in accordance with Section 1704.7.

Pile foundations, in accordance with Section 1704.8.

Seismic resistance for Design Category D buildings, in accordance with Section 1707.

Structural testing for isolation damping systems in seismic Design Category D buildings, in

accordance with Section 1708.

A quality assurance plan for seismic resistance of seismic Design Category D buildings, in

accordance with Sections 1705.1 and 1705.2.

Special inspectors shall be licensed in accordance with the requirements in the New Jersey Uniform

Construction Code.

X. GENERAL REQUIREMENTS

A. SCOPE CHANGES





PAGE 40

The Consultant must request any changes to this Scope of Work in writing. An approved DPMC 9d

Consultant Amendment Request form reflecting authorized scope changes must be received by the

Consultant prior to undertaking any additional work. The DPMC 9d form must be approved and

signed by the Director of DPMC and written authorization issued from the Project Manager prior to

any work being performed by the Consultant. Any work performed without the executed DPMC 9d

form is done at the Consultant’s own financial risk.

B. ERRORS AND OMISSIONS

The errors and omissions curve and the corresponding sections of the “Procedures for Architects and

Engineers Manual” are eliminated. All claims for errors and omissions will be pursued by the State on

an individual basis. The State will review each error or omission with the Consultant and determine

the actual amount of damages, if any, resulting from each negligent act, error or omission.

C. ENERGY INCENTIVE PROGRAM

The Consultant shall review the programs described on the “New Jersey’s Clean Energy Program”

website at: http://www.njcleanenergy.com to determine if any proposed upgrades to the mechanical

and/or electrical equipment and systems for this project qualify for “New Jersey Clean Energy

Program” rebates and incentives such as SmartStart, Pay4Performance, Direct Install or any other

incentives.

The Consultant shall be responsible to complete the appropriate registration forms and applications,

provide any applicable worksheets, manufacturer’s specification sheets, calculations, attend meetings,

and participate in all activities with designated representatives of the programs and utility companies

to obtain the entitled financial incentives and rebates for this project. All costs associated with this

work shall be estimated by the Consultant and the amount included in the base bid of their fee

proposal.

D. AIR POLLUTION FROM ARCHITECTURAL COATINGS

The Consultant shall include in the appropriate sections of the specification the requirement that all

architectural coatings applied at the project site shall comply with the NJDEP Administrative Code

Title 7, Chapter 27, Subchapter 23, entitled “Prevention of Air Pollution from Architectural Coatings”.

Architectural coatings shall mean materials applied for protective, decorative, or functional purposes

to stationary structures or their appurtenances, portable buildings, pavements, or curbs. The coating

materials include, but are not limited to, paints, varnishes, sealers, and stains.

http://www.njcleanenergy.com/





PAGE 41

XI. ALLOWANCES

A. PERMIT FEE ALLOWANCE

The Consultant shall obtain and pay for all of the project permits in accordance with the guidelines

identified below.

1. Permits:

The Consultant shall determine the various State permits, certificates, and approvals required to

complete this project.

2. Permit Costs:

The Consultant shall determine the application fee costs for all of the required project permits,

certificates, and approvals (excluding the NJ Uniform Construction Code permit) and include that

amount in their fee proposal line item entitled “Permit Fee Allowance”. A breakdown of each permit

and application fee shall be attached to the fee proposal for reference.

NOTE: The NJ Uniform Construction Code permit is excluded since it is obtained and paid for by

DPMC.

3. Applications:

The Consultant shall fill out and submit all permit applications to the appropriate permitting

authorities and the costs shall be paid from the Consultant’s permit fee allowance provided. A copy of

the application(s) and the original permit(s) obtained by the Consultant shall be given to the Project

Manager for distribution during construction.

4. Consultant Fee:

The Consultant shall determine what is required to complete and submit the permit applications, obtain

supporting documentation, attend meetings, etc., and include the total cost in the base bid of their fee

proposal under the “Permit Phase” column.

Any funds remaining in the permit allowance account will be returned to the State at the close of the

project.





PAGE 42

B. EMERGENCY GENERATOR ALLOWANCE

The Consultant shall estimate the costs for the design and construction administration services

necessary to provide the emergency generator and include that amount in their fee proposal line item

entitled “Emergency Generator Allowance.”


C. WATER TREATMENT SYSTEM ALLOWANCE

The Consultant shall estimate the costs for the design and construction administration services

necessary to provide a water treatment system and include that amount in their fee proposal line item

entitled “Water Treatment System Allowance.”


D. HAZARDOUS MATERIALS ALLOWANCE

The Consultant shall estimate all costs associated with construction administration services associated

with dealing with asbestos as described in this scope of work and include that amount in the fee

proposal line item entitled “Hazardous Materials Allowance”. This amount shall also be identified

as a separate line item on the fee proposal breakdown sheet attached for reference.

Any funds remaining in the Allowance at the end of the project shall be returned to the State.

XII. SUBMITTAL REQUIREMENTS

A. CONTRACT DELIVERABLES

All submissions shall include the Contract Deliverables identified in Section XIV of this Scope of

Work and described in the DPMC Procedures for Architects and Engineers Manual.

B. CATALOG CUTS

The Consultant shall provide catalog cuts as required by the DPMC Plan & Code Review Unit during

the design document review submissions. Examples of catalog cuts include, but are not limited to:

mechanical equipment, hardware devices, plumbing fixtures, fire suppression and alarm components,

specialized building materials, electrical devices, etc.





PAGE 43

C. PROJECT DOCUMENT BOOKLET

The Consultant shall submit all of the required Contract Deliverables to the Project Manager at the

completion of each phase of the project. All reports, meeting minutes, plan review comments, project

schedule, cost estimate in CSI format (2004 Edition), correspondence, calculations, and other

appropriate items identified on the Submission Checklist form provided in the A/E Manual shall be

presented in an 8½” x 11” bound “booklet” format.

D. DESIGN DOCUMENT CHANGES

Any corrections, additions, or omissions made to the submitted drawings and specifications at the

Permit Phase of the project must be submitted to DPMC Plan & Code Review Unit as a complete

document. Corrected pages or drawings may not be submitted separately unless the Consultant inserts

the changed page or drawing in the original documents. No Addendums or Bulletins will be accepted

as a substitution to the original specification page or drawing.

E. SINGLE-PRIME CONTRACT

All references to “separate contracts” in the Procedures for Architects and Engineers Manual, Chapter

8, shall be deleted since this project will be advertised as a “Single Bid” (Lump Sum All Trades)

contract. The single prime Contractor will be responsible for all work identified in the drawings and

specifications.

The drawings shall have the required prefix designations and the specification sections shall have the

color codes as specified for each trade in the DPMC Procedure for Architects and Engineers Manual.

The Consultant must still develop the Construction Cost Estimate (CCE) for each trade and the amount

shall be included on the DPMC-38 Project Cost Analysis form where indicated. This document shall

be submitted at each design phase of the project and updated immediately prior to the advertisement to

bid.

PROJECT NAME: Chiller and Cooling Tower ReplacementsPROJECT LOCATION: Hunterdon Developmental CenterPROJECT NO: M1427-0ODATE: January 12, 2012

XIII. SOW SIGNATURE APPROVAL SHEET

This Scope of Work shall not be considered a valid document unless all signatures appear in eachdesignated area below.

The Client Agency approval signature on this page indicates that they have reviewed the designcriteria and construction schedule described in this project Scope of Work and verifies that the workwill not conflict with the existing or future construction activities of other projects at the site.

SOW PREPARED BY: iU ‘ii, / La/i£kMES WRIGHTROJECT MANAGER DATEDPMC PROJECT PLANNING & INITIATION

SOW APPROVED BY: i4444 MCKENNA, MANAGER DA E

ROJEC LANNING & INITIATION

SOW APPROVEDB/1Th) FLRtG,/DIRTOR DATE

qiICE OF PROPffYIANAGEMENT AND CONSTRUCTIONDEPARTMENT OiiUMAN SERVICES

SOW APPROVED BY: SiL 47/i zSTEVEN RAPAPOR P1thJECT MANAGER DATEDPMC PROJECT MANAGEMENT GROUP

SOW APPROVED BY:_______________________________RICHAIDPLODMAND, DEPUTY DIRECTOR DATEDIV PROPERTY MGT & CONSTRUCTION

PAGE 44





PAGE 45

XIV.CONTRACT DELIVERABLES

The following is a listing of Contract Deliverables that are required at the completion of each phase of

this project. The Consultant shall refer to the DPMC publication entitled, “Procedures for Architects

and Engineers,” Volumes I and II, 2nd

Edition, dated January, 1991 to obtain a more detailed

description of the deliverables required for each item listed below.

The numbering system used in this “Contract Deliverables” section of the scope of work corresponds

to the numbering system used in the “Procedures for Architects and Engineers” manual and some may

have been deleted if they do not apply to this project.

PROGRAM PHASE

5.1 Project Schedule (Bar Chart Format)

5.2 Meetings & Minutes (Minutes within 5 working days of meeting)

5.3 Correspondence

5.4 Submission Requirements

5.4.10 Diagrammatic Sketches/Drawings: 6 sets

5.4.12 Current Working Estimate in CSI Format & Cost Analysis 38 Form

5.4.13 Bar Chart of Design and Construction Schedule

5.4.14 Oral Presentation of Submission to Project Team

5.4.15 SOW Compliance Statement

5.4.16 This Submission Checklist

5.4.17 Deliverables Submission in Booklet Form: 7 sets

5.5 Approval of Submission

5.5.1 Respond to Submission Comments

DESIGN DEVELOPMENT PHASE: 50% Complete Design Documents (Minimum)

7.1 Project Schedule (Update Bar Chart Schedule)

7.2 Meetings & Minutes (Minutes within 5 working days of meeting)

7.3 Correspondence





PAGE 46


7.4.1 A/E Statement of Site Visit, As-Built Drawing Verification (if available)

7.4.2 Space Analysis

7.4.3 Special Features Description: security, fire protection, special structural features, etc.

7.4.5 Foundation Analysis

7.4.8 Regulatory Agency Approvals

7.4.8.2 NJ Department of Community Affairs

(a) UCC Permit for Building Construction

7.4.9 Confirm Utility Availability (On Site & Public)

Domestic Water

Fire Service

Electric Service

Emergency Power

7.4.10 Drawings: 6 sets

Cover Sheet (See A/E Manual for format)

Site Plan

Floor Plans

Elevations

Sections/Details

Structural Drawings, Seismic Design Load Criteria

HVAC Drawings, Heating & Cooling Equipment Schedules

Plumbing Drawings, Pipe Distribution & Riser Details, Fixture Schedule

Electrical Drawings, Riser Diagram, Panel Schedules, Service Size

Emergency Power Equipment & Source

7.4.11 Specifications: 6 sets (See A/E Manual for format, include Division 1 and edit to

describe the administrative and general requirements of the project)



7.4.14 Oral Presentation of Submission to Project Team

7.4.15 SOW Compliance Statement

7.4.16 This Submission Checklist (See A/E Manual, Figure 6.4.16 for format)


7.5 Approval


7.6 Submission Forms

Figure 7.4.12 Current Working Estimate/Cost Analysis

Figure 7.4.16 Submission Checklist





PAGE 47

FINAL DESIGN PHASE 100% Complete Construction Documents

This Final Design Phase may require more than one submission based on the technical quality and

code conformance of the design documents.

8.1 Schedule (Update Bar Chart Schedule)

8.2 Meeting & Minutes (Minutes within 5 working days of meeting)

8.3 Correspondence


8.4.1 A/E Statement of Site Visit

8.4.8 Regulatory Agency Approvals (Include itemized list specific to this project)

8.4.10 Drawings: 6 sets

8.4.11 Specifications: 6 sets



8.4.14 Oral Presentation of this Submission to Project Team

8.4.15 Plan Review/SOW Compliance Statement



8.5 Approvals


PERMIT APPLICATION PHASE

This Permit Application Phase should not include any additional design issues. Design documents

shall be 100% complete at the Final Design Phase.

8.6 Permit Application Submission Requirements

8.6.1 - 8.6.7: If all of the deliverables of these sections have been previously submitted to

DPMC and approved there are no further deliverables due at this time

8.6.8 Regulatory Agency Approvals

(a) UCC Permit Application & Technical Sub-codes completed by A/E

8.6.9 Utility Availability Confirmation

8.6.10 Signed and Sealed Drawings: 6 sets





PAGE 48

8.6.11 Signed and Sealed Specifications: 6 sets

8.6.12 Current Working Estimate/Cost Analysis

8.6.13 Bar Chart Schedule

8.6.15 Plan Review/SOW Compliance Statement

8/6.16 Submission Checklist

8.7 Approvals


Figure 8.4.12 Current Working Estimate/Cost Analysis

Figure 8.4.16 Submission Checklist (Final Review Phase)

Figure 8.6.12-b Bid Proposal Form (Form DPMC -3)

Figure 8.6.12-c Notice of Advertising (Form DPMC -31)

Figure 8.6.16 Submission Checklist (Permit Phase)

Figure 8.7 Bid Clearance Form (Form DPMC -601)

BIDDING AND CONTRACT AWARD

9.0 Bidding Phase Requirements

9.0.1 Original Drawings signed & sealed by A/E, one (1) set AUTOCAD Discs

9.02 One Unbound Specification Color Coded per A/E Manual Section 8.4.11

` 9.03 Bid Documents Checklist

9.04 Bid Proposal Form

9.05 Notice for Advertising

9.1 Chair Pre-Bid Conference/Mandatory Site Visit

9.2 Prepare Bulletins

9.3 Attend Bid Opening

9.4 Recommendation for Contract Award

9.4.1 Prepare Letter of Recommendation for Award & Cost Analysis

9.5 Attend Pre-Construction Meeting

9.6 Submission Checklist






PAGE 49

Figure 9.4.1 Cost Analysis

Figure 9.6 Submission Checklist

CONSTRUCTION PHASE

10.1 Site Construction Administration

10.2 Pre-Construction Meeting

10.3 Construction Job Meetings

10.3.1 Agenda: Schedule and Chair Construction Job Meetings

10.3.2 Minutes: Prepare and Distribute Minutes within 5 working days of meeting

10.3.3 Schedules; Approve Contractors’ Schedule & Update

10.3.4 Minutes Format: Prepare Job Meeting Minutes in approved format, figure 10.3.4-a

10.4 Correspondence

10.5 Prepare and Deliver Conformed Drawings

10.7 Approve Contractors Invoicing and Payment Process

10.8 Approve Contractors 12/13 Form for Subs, Samples and Materials

10.10 Approve Test Reports

10.11 Approve Shop Drawings

10.12 Construction Progress Schedule

10.12.1 Construction Progress Schedule

10.13 Review & Recommend or Reject Change Orders

10.13.1 Scope Changes

10.13.2 Construction Change Orders

10.13.3 Field Changes

10.14 Construction Photographs

10.15 Submit Field Observation Reports





PAGE 50


Figure 10.3.4-a Job Meeting Format of Minutes

Figure 10.3.4-b Field Report

Figure 10.6 DPMC Insurance Form-24

Figure 10.6-a Unit Schedule Breakdown

Figure 10.6-b Monthly Estimate for Payment to Contractor DPMC 11-2

Figure 10.6-c Monthly Estimate for Payment to Contractor DPMC 11-2A

Figure 10.6-d Invoice DPMC 11

Figure 10.6-e Prime Contractor Summary of Stored Materials DPMC 11-3

Figure 10.6-f Agreement & Bill of Sale certificate for Stored Materials DPMC 3A

Figure 10.7-a Approval Form for Subs, Samples & Materials DPMC 12

Figure 10.7-b Request for Change Order DPMC 9b

Figure 10.9 Transmittal Form DPMC 13

Figure 10.10 Submission Checklist

PROJECT CLOSE-OUT PHASE

11.1 Responsibilities: Plan, Schedule and Execute Close-Out Activities

11.2 Commencement: Initiate Close-Out w/DPMC 20A Project Close-Out Form

11.3 Develop Punch List & Inspection Reports

11.4 Verify Correction of Punch List Items

11.5 Determination of Substantial Completion

11.6 Ensure Issuance of “Temporary Certificate of Occupancy or Approval”

11.7 Initiation of Final Contract Acceptance Process

11.8 Submission of Close-Out Documentation

11.8.1 As-Built & Record Set Drawings, 3 sets AUTOCAD Discs Delivered to DPMC

11.8.2 (a) Maintenance and Operating manuals, Warranties, etc.: 7 sets each

(b) Guarantees

(c) Testing Reports

(d) Chillerr Inspection Certificates

(e) Shop Drawings

(f) Letter of Contract Performance

11.8.3 Final Cost Analysis-Insurance Transfer DPMC 25





PAGE 51


11.9 Final Payment

11.9.1 Contractors Final Payment

11.9.2 A/E Invoice and Close-Out Forms for Final Payment

11.10 Final Performance Evaluation of the A/E and the Contractors

11.11 Ensure Issuance of a “Certificate of Occupancy or Approval”


Figure 11.2 Project Close-Out Documentation List DPMC 20A

Figure 11.3-a Certificate of Substantial Completion DPMC 20D

Figure 11.3-b Final Acceptance of Consultant Contract DPMC 20C

Figure 11.5 Request for Contract Transition Close-Out DPMC 20X

Figure 11.7 Final Contract Acceptance Form DPMC 20

Figure 11.8.3-a Final Cost Analysis

Figure 11.8.3-b Insurance Transfer Form DPMC 25

Figure 11.8.4 Submission Checklist

XV. EXHIBITS

The attached exhibits in this section will include a sample project schedule, and any supporting

documentation to assist the Consultant in the design of the project such as maps, drawings,

photographs, floor plans, studies, reports, etc.

END OF SCOPE OF WORK

February 7, 1997Rev.: January 29, 2002

Responsible Group Code Table

The codes below are used in the schedule field “GRP” that identifies the group responsible for theactivity. The table consists of groups in the Division of Property Management & Construction(DPMC), as well as groups outside of the DPMC that have responsibility for specific activities ona project that could delay the project if not completed in the time specified. For reportingpurposes, the groups within the DPMC have been defined to the supervisory level ofmanagement (i.e., third level of management, the level below the Associate Director) to identifythe “functional group” responsible for the activity.

CODE DESCRIPTION REPORTS TO ASSOCIATE DIRECTOR OF:

CM Contract Management Group Contract Management

CA Client Agency N/A

CSP Consultant Selection and Technical ServicesPrequalification Group

NE Architect/Engineer N/A

PR Plan Review Group Technical Services

CP Construction Procurement Planning & Administration

CON Construction Contractor N/A

FM Financial Management Group Planning & Administration

OEU Office of Energy and N/AUtility Management

PD Project Development Group Planning & Administration

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EXHIBIT ‘D’ f I

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EXHIBIT ‘D’

(‘\EDSPING PARTIAL SINGLE LINE DIAGRAM

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NPARTTAL SINGLE LINE DIAGRAM

IIUNTERDON DEVELOPI’EENTAL CENTERDEPARTMENT OF IMAN SERVICES

CONTRACTOR RULES

Contractors arid their crnplciycs working within the confines of Ncw Jersey Deportment of Human ServiceFadilhlics mtt.’t cxmrarin to rcg’rlailons gcivcrnlng the fwctioniii of the lrieIllty. Questions rcgirdiiigrcgHInItnes horrId be brotighi to the atterillors of the racitity Contract Administrator.

entlmclnrs and thcir criiplnycc. arc required fri havc un idvntilicntinn badjc worn In pinhi vicw nboce theis’ukt Ii,r

I’articuiur attention Is caflcd to thc lullowing regulatimic’

I. PARK1NC’i: rarking i.s pcrmittedonly In assigned arens. (nnIrncinrS €hould clicck witit the FacilityContract Adudnistrator for assignuicnf to a porking area.

2. LCX’KENQ oF VfIIICLES: Locking your car or truck fliitpciriatit not rudy for the prolcclicin of )ourvehicle but ako n a snfcty mciiirc for ihc clients, enipIovcs and khots nlikr. k.cyc. if found hi yeui

VdiCIC. Will h cn liC4IhZd ittid lumen In In (he Dcptrtmeurt of Ilumnu crvlccs Police tcpnrintcnt. Vourrccntry to thc i’ncifity will be at the t.cCtctioii Facility Contract Admlrulstrnior.

1, FIRE REGULATIONS: lire Facility Cnnuact Adm)tuislnftor will provide instructions as 3pplicobtc In

tiuccontractor. AT NC’)TIME IS WRI.t)INO. DURNINCI OROlH1R WORK INVOLVING OPENFI,AMF 10 lIE UNUI;RrAKEN Wmiour PERMISStON OF 11 II FACILITY CONTRACrADMINISrRA1OR WHO WILT. INSTRUCT THE CONTRACTOtl IN I LU NECESSARYPROCEDURES,

4. Xt’.VS: lssuattce of kcy to cnrrtrnctors employees carries with it the responsibility far etercIsiiig theutmost care, ConIructors employecs signing out kcy(c will be rccpen&blo for TC(UI iiiitg ie key(S) at tI’eend if tvcry day. the FciIity Cotitraci Administrator may assess charges for hay(s) lost or not returned.

. DOORS; LOCKEL DOORS, WHICH ARE OPENED TO PERMIT PA5SAOE MuST ERIZLOCKEO IMMEbIATELY. Particular aucnitlon should be givers to doort’ tn the outside, tnir towcisaurd to roofa,

6. 1,ADI)ERS. SCAFFOLDINC), AND EXCAVA! ioNS: Ladders and scaffolding must be attended whitework Ii In progress, Never leave a ladder In posItion without someone in atler,dtuice. Leáters aridscaffolding must be rarnnvrd mit the end or the day. .11’ um(Tildtng cannot be removed it must be fenced Insuch a way that patients and staff cannot iln access. 11’ scaffoldIng it to be fenced the Facility ContractAdmitmisirator nulust approve the prrImnetcr fence. Excmiviilion umaist be tinioundod by a scpure fence at thecompletion of the day’s work. In progress e.’ucavatlofl nusy also require a fcr.ce If rIsk IS present. TheFacility Contract AdmmuinlsLmtor must be notltled of nil eNcevStIon5 nd he will determine LIme need forRndng

7. TOOLS & MitRtALS: Keep nit loots and materials stored in places protecled from access by clients,staff and visitors. Pick up truck operators must not tene tools and(or mlerials exposed In the back cC thetruck

S. PICI(JRES: NO P110105 may be taken without permission of the Facility Contract Admlxilstrator.

9 P’ACILITY flEOULATIONS: Contractors may also be required to sign FncIlity Rlufes for Contractors,thcs nrls are Independent of the Department of I luman Services rules, arid are Intended to highlightspecific ooncerns within that spcclflc fnnllIty.

10. CLIENT ENiPACTION: Contriictorenmplayees must not Intcnict with the clients. Do not provideclicnl.c with money, elp,ntctlc, matches or tihtcrc, took, or nay other dairgeroua item. If there is aputiticnrtimi ly tiumuddesnnw dent ii’’rI the huntdwmt hntimc1hilely to the Facility Ccitttncl Mtilnlsln,lor.

EXHIBIT ‘E’

HUNTERDON DEVELOPMENTAL CENTERDEPARTMENT OF HUMAN SERVICES

CONTRACTOR RULES

11. INMATE LABOR: Soim’ Human Service Facilkies utilize iiuna(e labor. The same general rut apiy

to the inm.res with the notabic ciccpi ion - WlIltCtaCUOTi of any type with Inmates Is sbietiy prohIbited”.

12, CONRARANI) Contractors, thcir cmpIoye or persons are prohibited from bringing with them anyalcoholic beverages. Iirearms, wnniwihion, knives or any other article having the nature ofa weapon ontothe gTou ods o(any Department of Human Service Facility. Wlnm necessary to utilize toots, which canbecome a weapon. pcrmlsslori must be obtained from the Facility Contract Administrator prior to their use.H is Incumbent upon users to keep these itema cut of rac1i of the clicnts, cnptuyees and visitors. Neverleave tools unattended, Violation of Conlrabond Rules Regulations may result In ctlminaI charges.

The contractor and each of his employees are required to sign a copy of this set of rules. It Is thecontracto?s responsibility to have any sub-contrictor and or his employees sign this for-rn prior to stuLingworic at LIic facility. Signed copies olthe form are to be returned to the Facility Contract Administrator.This form may be duplicated as necessary Conisactors are required to remove sub-contractors or -

cmptoytes who does not conform to these rules.

I ccrii!3’ that I ha’c read the above rules and aee to abide with e’thing contained In them.

Contrctor/En’pluycc Signature

FaciIiiy Contract AdmInItmator Sigiuthire —

Bill SchfferOfllce of OpiWiono Supj*rt ServicesPhone (64)9)6334492 Fax (61)9)633-0586Email wr.#baffer€dhs.sta(c4us

EXHIBIT ‘E’

METHOD OF OPERATIONFOR

WATER TREATMENT & MAINTENANCE SERVICES (HEATING AND COOLING)VARIOUS STATE AGENCIES (T0154)

1.0 Purpose and Intent

The purpose of this contract is to provide State Agencies with water treatment programs of the heatingand cooling systems for various locations throughout the State. This shall include but is not limited toboiler systems, cooling towers, open and closed loops, recirculating hot and cold loop type systems,steam generating systems, etc.

The purchase of chemicals only is strictly prohibited under this contract.

Cooperative Purchasing Partners:This contract is not available to any county, local and quasi-governmental agencies.

2.0 Contract Number and Term

There are five (5) contracts under term number T0154. This is a three (3) year term contract, 8/01/11-7/31/14 with two one-year additional extension options.

3.0 Method of Operation

Each location has been awarded a specific contract line for Years 1 & 2 and Year 3. This is an all-inclusivemonthly rate to include labor, chemicals, materials, supplies, testing, reporting, etc. as identified inSection 3.0 of the Request for Proposal (REP).

Hourly Labor rates - Each vendor has been awarded hourly labor rates for any projects/tasks above andbeyond those identified in RFP Section 3.0. Those labor rates pertain to alt locations awarded under thatspecific contract.

Additional supplies — Each vendor has been awarded a markup or discount for additional materials andsupplies not covered under RFP Section 3.0. The supplier invoice must be attached to the vendorinvoice for payment and verification purposes.

NOTE TO STATE USING AGENCIES:Any repair projects with an estimated cost over $59,000 or the current public bidding threshold(N.J.S.A.52:34-7) are not permitted under this contract. Any repair/service projects estimated over$59,000 must be publicly advertised thru the following State Agency:

Department of TreasuryDivision or Property Management and ConstructionContract AdministrationRichard Flodmand, Deputy DirectorPhone: 609-984-3629Email: [email protected]

1

EXHIBIT ‘F’

4.0 Contact Information

State Agencies: To add or delete a State Agency location to the contractLinda Spildener, General Services Sub-Team LeaderDepartment of the Treasury -Division of Purchase and Property33.W. State StreetP0 Box 230Trenton, Ni 08625,Phone 609-633-3906Fax: 609-292-5170Email: [email protected]

Contract A79580CQI Water Treatment16 Roslyn DriveP0 Box 1140Oakhurst, Ni 07755Ph: 732-571-1420 Fax: 732-571-1430Contact: Jeff Hendrickson

Contract A79577CSL Water Treatment Inc.156 Mt. Bethel RoadWarren, NJ 07059Ph: 908-647-1400 Fax: 908-647-1080Contact: Gary Thorp

Contract A79581Scientific Boiler Water Conditioning Co.515 Pennsylvania AvenueLinden, NJ 07036Ph: 908-486-2000 Fax: 908-486-0844Contact: Andrew Lewin

Contract A79578Wasak, Inc.45 Park Place SouthMorristown, NJ 07960Ph: 973-605-8122 Fax: 973-683-0129Contact: Daryl Reigel

Contract A79579Water Dynamics, Inc.9 Valley Forge Dr.Whippany, NJ 07981Ph: 973-428-8330 Fax: 973-428-8331Contact: Kim Dwyer

2

EXHIBIT ‘F’

Contract A7958O - CQI Water Treatment II LLC

Line Agency Location Yr Cost

29 OMAVA Bordentown Armory 1&2 $30.00

30 DMAVA BordentOWn Armory 3 $32.00

31 DMAVA BordentoWn CSMS 1&2 $30.00

32 DMAVA Borderitown CSMS 3 $32.00

39 DMAVA Cherry Hilt Armory 1&2 $30.00

40 DMAVA Cherry Hill Armory 3 $32.00

51 DMAVA Freehold Armory 1&2 $20.00

52 DMAVA Freehold Armory 3 $20.00

63 OMAVA Mercer Armory 1&2 $30.00

64 DMAVA Mercer Armory 3 $32.00

77 DMAVA Sea Girt Armory 1&2 $30.00

________

78 DMAVA Sea Girt Armory 3 $30.00

83 DMAVA TomsRiver Armory 1&2 $30.00

84 DMAVA TomsRiver Armory 3 $30.00

85 DMAVA Trenton Armory 1&2 $30.00

86 DMAVA Trenton Armory 3 $30.00

95 DMAVA West Orange Armory 1&2 $32.00

96 DMAVA West Orange Armory 3 $32.00

97 DMAVA westOrangeCSMS 1&2 $40.00

98 DMAVA West Orange CSMS 3 $40.00

99 DMAVA Westfield Armory 1&2 $60.00

100 DMAVA Westfield Armory 3 $60.00

101 DMAVA Woodbridge Armory 1&2 $35.00

102 DMAVA Woodbridge Armory 3 $35.00

125 DOT Cherry Hill Hdq 1&2 $45.00

126 DOT Cherry Hill Hdq 3 $45.00

129 TRE Sandy Hook 1&2 $100.00

130 TRE Sandy Hook 3 $110.00

131 St time hourly rate 1&2 $40.00

132 St time hourly rate 3 $40.00

133 OT hourly labor rate 1&2 $50.00

134 OT hourly labor rate 3 $50.00

135 Sun/Hot labor rate 1&2 $55.00

136 Sun/Hol labor rate 3 $55.00

137 Supplies 10% discount

3

EXHIBIT ‘F’

Contract A79577 CSI. Water Treatment, Inc.

Line Agency Location Yr Cost

1 DEP Liberty State Park 1&2 $149.00

2 DEP Liberty State Park 3 $149.00

3 DHS Ancora Psych 1&2 $374.00

4 OHS Ancora Psych 3 $374.00

5 DHS Ann Klein Forensic 1&2 $194.00

6 DHS Ann Klein Forensic 3 $194.00

7 DHS Green Brook RC 1&2 $183.00

8 DHS Green BrookRC 3 $183.00

11 OHS Hunterdon DC 1&2 $329.00

12 DHS Hunterdon DC 3 $329.00

15 DHS No Jersey DC 1&2 $647.00

16 DHS NoJerseyDC 3 $647.00

17 DHS Hagedorn Psych 1&2 $279.00

18 DHS Hagedorn Psych 3 $279.00

19 DHS Trenton Psych 1&2 $481.00

20 DHS Trenton Psych 3 $481.00

21 OHS Vineland DC 1&2 $541.00

22 DHS Vineland DC 3 $541.00

23 DHS Woodbine DC 1&2 $394.00

24 DHS Woodbine DC 3 $394.00

25 OHS Woodbridge DC 1&2 $1,839.00

26 OHS Woodbridge DC 3 $1,839.00

27 DMAVA Atlantic City Armory 1&2 $33.00

28 DMAVA AtlanticCityArmory 3 $33.00

61 DMAVA Menlo Park VMH 1&2 $112.00

62 DMAVA Menlo Park VMH 3 $112.00

79 DMAVA Somerset Armory 1&2 $44.00

80 DMAVA Somerset Armory 3 $44.00

87 DMAVA Tuckerton Armory 1&2 $40.00

88 DMAVA Tuckerton Armory 3 $40.00

89 DMAVA Vineland Armory 1&2 $39.00

90 DMAVA Vineland Armory 3 $39.00

91 DMAVA VinelandVMH 1&2 $147.00

92 DMAVA VinelandVMH 3 $147.00

105 DCC Albert Wagner 1&2 $784.00

106 DCC Albert Wagner 3 $784.00

107 DCC Bayside Prison 1&2 $291.00

108 DCC Bayside Prison 3 $291.00

111 DCC Garden State YCF 1&2 $194.00

EXHIBIT ‘F’

4

state sfDEPARmuNT OP ThE TREASURY

Chiller Replacement StudyAgency Consultant Contract No: R0123-OO WO#1O

Hunterdon Developmental CenterHunterdon, NJ

Department of TreasuryDivision of Property Management & Construction

June 28, 2007Date:

Submitted by: Miller-Remick Corporation1010 Kings Highway SouthCherry Hill, NJ 08034Mr. Norman E. Coffey, P.E.Project Engineer(856) 429.4000

EXHIBIT ‘G’

June 28, 2007

State of New JerseyDepartment of Human Services222 South Warren StreetP.O. Box 700Trenton NJ 08625-0700(609) 292-2761

Attn: Mr. Matthew Pazder

Re: Hunterdon Developmental Center — Chiller Replacement StudyAgency Consultant Contract No: R0123-00 WO#l0M-R Project No: 1400-0423

Dear Mr. Pazder:

We have completed our study of the existing chiller system at Hunterdon Developmental Center. Thegoal of this project was to prepare a study of replacement options for the existing chillers and coolingtower. Currently the facility maintains two chillers in operation; one of the two original absorptionchillers and one rental chiller. The original chillers are 38 years old. According to the facility, and ourrecent site visit, the equipment appears to have reached its useful life.

Specifically, Miller-Remick Corporation provided the following engineering services during the conductof this study:

• Discussed the areas of concern with the facility personnel, collected relevant availableinformation and drawings, and toured the project areas.

• Evaluated the age and useful life for each major piece of equipment.• Contacted manufacturer representatives to obtain information on critical replacement costs to

determine availability and cost.• Prepared a budgetary construction cost estimate along with a DPMC 38 form. Costs are broken

down into categories of Chiller Replacement and Cooling Tower Replacement.• Prepared this report of our findings and recommendations.

Mr. Matthew Pazder June 28, 2007Hunterdon Developmental Center — Chiller Replacement Study Page 2

Existing System Descriptions

The cooling needs of the Hunterdon Developmental Center located in Hunterdon, New Jersey arecurrently met by one (1) 490-ton absorption chiller operating at reduced capacity located on the lowerlevel of hospital building and one (1) 400-ton electric rental chiller (see attached photo #4) located in theparking lot across from the building. The chilled water from the temporary chiller is connected into theinlet and outlet connections at the non-operational chiller (see attached photos #1 and #2). The water iscirculated by two (2) 150 HP pumps. The temporary chilled water piping and electrical connection cablesare laid across an access road and need to be connected and disconnected every year (see attached photo#3). Based on information from the facility, the one operational 490-ton chiller in addition to the 400-tonrental chiller are insufficient for cooling the facility. There is also one (1) non-operational 490-tonabsorption chiller located on the lower level of hospital building. The chillers reject the refrigeration heatusing a two-cell 1,000-ton cooling tower located on grade across from the hospital building (see attachedphoto #5). The cooling tower is in a deteriorated state and functions far below its’ rated capacity. Duringthe cooling season (April 15 to October 14) the facility uses high temperature water generated at the EdnaMahan prison Cogeneration plant to power the one operational absorption chiller.

The current chillers and cooling tower were installed in 1968, some thirty eight years ago. Of the twoexisting chillers, one chiller is operating at reduced capacity and the other is completely non-operational.Consequently, both chillers are in need of replacement. The tower, along with its structural steel support,shows evidence of deterioration, almost certainly from corrosion, erosion, atmospheric elements, andnormal use. From these contributing causes, the cooling tower is reaching the end of its useful life and iswell beyond industry standard.

The existing absorption chillers located in the lower level will need to be disassembled and cut up in orderto be removed. With the difficulty of installing new large absorption chillers into the mechanical room, ifthat chiller type is selected we have proposed installing the new chiller plant adjacent to the existingcooling tower with new interconnecting piping installed underground. Electric centrifugal chillers arecapable of being installed in the mechanical room, if that chiller type is selected.

Chiller #1 and #2 (one operational & one non-oi )erationaflManufacturer TraneModel B5J-HW-3Year Built 1968Cooling Capacity 490 Tons Cooling eachChiller Type High Temperature Hot Water AbsorptionHot Water Input 270 deg F, 490 gpmChilled Water Output (52°F in / 42°F out) 150 HP constant speed, 2400 gpm @ 170’ TDH

Mr. Matthew Pazder June 28, 2007

Hunterdon Developmental Center — Chiller Replacement Study Page 3

Rental ChillerManufacturer Trane

Model RTAA4004K

Year Built Approximately 4 years old

Cooling Capacity 400 Tons Cooling each

Chiller Type Electric Modular Centrifugal

Cooling TowerManufacturer Marley

Model 453-212

Year Built 1968

Cooling Capacity 1,000 Tons Cooling

Tower Type Closed cell wet cooling tower

Input 101 deg F, 2000 gpm

Tower Water Pumps 50 HP constant speed

Methodology and Approach

Multiple tours of the existing Chiller Plant were conducted. We queried facility personnel, most notably

Mr. Harry Creveling, who is most knowledgeable of the building, its systems, and in particular, the

Chiller Plant. Existing chiller submittal documents, chilled water pump curve, and cooling tower data

were obtained from facility personnel.

The chillers were manufactured by Trane. Contact was made with our local Trane office. We spoke with

Mr. Matt Chaplin to obtain general information and budgetary pricing regarding the proposed chiller

options.

Remaining Service Life

Below are industry guidelines for major chiller plant equipment as compiled and presented by ASHRAE:

Service Life (years) Existing Equipment Age (years)

Chillers, Absorption 23 38

Cooling Tower, galvanized 20 38

Pumps, base mounted 20 11

As illustrated above, the major equipment in the Chiller Plant is beyond its’ accepted service life. Due to

the age of the equipment, we discovered that the equipment is not economically repairable and

replacement parts are not available. We discovered that the chillers both require major repair work and

based on our review, we recommend complete replacement of the central chiller plant equipment. Given

the age and condition of the equipment, we cannot prioritize the equipment to be replaced; we are

recommending a complete replacement.


Equipment Replacement Considerations

When facilities face the prospect of major equipment systems replacement, it is appropriate to considerequipment options to serve the needs of the facility going forward rather than assume that an “in-kind”replacement is appropriate. Reviewing the existing chiller plant along with the operating records, itappears that the original chiller plant equipment was properly sized for the facility. However, prior torecommending an “in-kind” replacement, a review of available options is appropriate.

The following are the four basic options for installing two (2) replacement 500 Ton chillers:• Electric centrifugal chiller — Requires large electrical supply (available).• Indirect fired absorption chiller — Requires high temperature hot water (available).• Direct-fired absorption chiller — Requires natural gas supply (available).• Engine driven Chiller — Requires natural gas supply (available).

Coefficient of Performance (COP):Coefficient of Performance (COP) is the ratio of the cooling effect produced expressed in Btu/hr dividedby the energy input expressed in Btu/hr. For an electric chiller at 0.6 kW/ton, this ratio is 12,000 Btu for aton of cooling divided by the corresponding 0.6 kW energy input. Each kW is equivalent to 3,413 Btu,therefore 0.6 kW is 2,048 Btu. Therefore, a 0.6 kW/ton chiller is equivalent to a COP of 12,000 Btu/2,048Btu, about 5.9 COP. The term COP is dimensionless. A system with a higher COP is a more efficientsystem.

Electric centrifugal chillers:Electric centrifugal chillers use one or more rotating impellers to increase the refrigerant vapor pressurefrom the chiller evaporator enough to make it condense in the condenser. At ART standard ratingconditions centrifugal chillers performance at full design capacity ranges from 0.53 kW per ton (COP of6.6) to 0.68 kW per ton (COP of 5.2). This performance includes the semi-hermetic refrigerant cooled oropen type compressor motors. Electric centrifugal chillers are the most energy efficient of the chillertypes investigated for this site. Chillers of this type can fit through the access way and into the existingmechanical room for installation in the same location as the existing chillers being removed. The chillerswill need to be broken down into the two separate barrels and the compressor to get them through thedouble doors.

Indirect fired absorption chillers:Indirect fired absorption chillers are presently in operation at the facility. Based on the existingconditions, it appears that the absorption chillers were originally installed based on the available supply ofwaste heat high temperature hot water. The performance of absorption chillers is extremely dependentupon the entering hot water temperature and flow rate. Where water temperatures are over 250°F, as littleas 1.2- 1.5 gallons per minute of hot water can produce one ton of cooling. The energy efficiency ofabsorption can be improved by recovering some of the heat normally rejected to the cooling tower circuit.A two-stage or two-effect absorption chiller accomplishes this by taking vapors driven off by heating thefirst stage concentrator (or generator) to drive off more water in a second stage. Single stage unitstypically have a COP of 0.7 while two-stage units typically have a COP of 1.2, Large absorption chillersof this type will be too large to fit through the access way and into the existing mechanical room, thus anew chiller building would need to be constructed to house the units.

Mr. Matthew Pazder June 28, 2007Hunterdon Developmental Center Chiller Replacement Study Page 5

Direct-fired absorption chillers:Direct-fired absorption chillers utilize a burner as the heat input for the absorption cooling cycle. Mostoperate either on natural gas or No. 2 fuel oil. Since the heat input is at a very high temperature, theyachieve a very high efficiency for the absorption cycle; approaching 12,000 Btu of fuel input for each tonhour of cooling output. Direct-fired absorption chillers require a stack to vent combustion products. Inaddition, the first cost of direct-fired units are higher than indirect fired units. Maintenance costs on theheat rejection circuit tend to be higher due to more rapid scaling. They also use more water as they mustreject more heat and require larger cooling towers. Large absorption chillers of this type will be too large

to fit through the access way and into the existing mechanical room, thus a new chiller building wouldneed to be constructed to house the units.

Engine-driven chillers:Engine-driven chillers are generally described as electric chillers with a matching natural gas burningengine driven generator. A gas engine driven chiller is essentially an electric chiller that receives electricpower via a local gas engine driven generator. Performance and operating principles are as describedunder electric centrifugal chillers above. These units typically have a COP around 2.5. Chillers of thistype can fit through the access way and into the existing mechanical room for installation in the samelocation as the existing chillers being removed. The gas engine generator will fit through the doubledoors, but the chiller will need to be broken down into two separate barrels and the compressor to get it inthrough the double doors. Combustion air intake and exhaust stack venting will need to be appropriatelyrouted to and from the outside. Natural gas supply piping routed from a new natural gas serviceconnection in the street to the mechanical room will be required as well.

Annual maintenance cost of gas engine driven chillers is higher than for an electric chiller of comparablecapacity because of the maintenance cost of the gas engine itself. Typical incremental maintenance cost ofthe gas engine chillers is in the range of 1.0-1.5 cents per ton-hr more than that for an equivalent capacityelectric chiller. This equates to approximately $16,250 per year for this particular installation (basis:1,000 Ton load, 1300 CDD, and 1.25 cents per ton-hr). This estimate includes the cost of oil changes,routine tune-ups, and an escrowed amount for top-end overhauls and major engine overhauls orreplacements.

The gas engine must reject heat to operate (similar to a car or truck engine). The heat is typically rejectedto coolant water and a heat exchanger for dissipation into the atmosphere. It is also possible to reclaimthis heat as a means of reducing energy costs. Additional equipment (heat exchangers, piping, controlsand pumps) would be required to reclaim waste heat, at additional capital cost. To accomplish this, theremust be a constant low temperature heat demand that can accept and use the low temperature heat fromthe engine. Unfortunately, there is no such constant low temperature demand to use the engine’s wasteheat. This means that reclaiming the engine heat is not technically feasible in this application.

This conclusion is based on the following points:

• The coolant water is typically cooled via a heat exchanger transferring the waste heat to thecondenser water loop tying in between the chiller outlet and cooling tower inlet.

• Adding the gas engine heat into the condenser water loop increases the water temperature thatgoes to the cooling tower which increases the tower’s cooling efficiency.


• The gas engine coolant water is approximately 200°F. This can not be transferred into theexisting 270°F high temperature hot water ioop to be used for heating, as the engine coolanttemperature is lower than that of the loop.

• The only potential low temperature use is the domestic hot water system in the Hospital buildingwhich is currently heated by the 270°F high temperature hot water loop.

• The domestic hot water system’s need for heat is intermittent and is not a steady constant load,thus it will not be feasible for it to be used for absorbing the engine waste heat.

Findings

The four basic types of chillers were researched for the chiller replacement; electric centrifugal, indirectfired absorption, direct fired absorption, and engine driven centrifugal. A summary of each chiller typeexplored, along with its key features, was detailed previously in this report. The following cost estimatesutilize algorithms approved by DOE. Based on the July 2005 through June 2006 utility bills from theHunterdon Cogeneration Facility; the average cost of the high temperature hot water supplied from theCogeneration plant is $4.05/Therm, the average cost of electricity is $0.095/kWh and the average cost ofnatural gas is $1.35/therm.

• The electric centrifugal type chiller has the lowest first costs for installation. The chillers will beable to be installed in the existing mechanical room thus eliminating the cost for a new chillerbuilding. Energy efficiency is highest among the chiller types that were investigated. Thisinstallation would require the least amount of excavation and disruption to the facility. Yearlyelectricity costs should be approximately $74,100.

• The engine driven centrifugal type chiller has the second lowest first costs for installation andwill provide chilled water independent of the neighboring Cogeneration facility. The chillers willbe able to be installed in the existing mechanical room thus eliminating the cost for a new chillerbuilding. Energy efficiency is lower then that of the electric chillers but higher than theabsorption chillers. A new gas service and piping to the mechanical room will be required. Thelocal natural gas supplier should be contacted to confirm availability. Yearly natural gas costsshould be approximately $84,240.

• The indirect fired absorption type chiller has higher first costs for installation than the centrifugaltype chillers. This type of chiller has a lower efficiency than the centrifugal chillers. A newchiller building will be required to house the chillers since they will not be able to be installed inthe existing mechanical room, Yearly high temperature hot water costs should be approximately$902,570 using a COP value of 0.7 for a single stage unit.

• The direct fired absorption type chiller has the highest first costs for installation as well astypically having the highest maintenance costs. This type rejects more heat and thus may requirea larger cooling tower than what is currently installed on site. A new chiller building will berequired to house the chillers since they will not be able to be installed in the existing mechanicalroom. A new gas service and piping to the mechanical room will be required. The local natural


gas supplier should be contacted to confirm availability. Yearly natural gas costs should beapproximately $210,600.

Based on our evaluation, electric centrifugal type chiller and the engine driven centrifugal type chilleroptions have the lowest construction cost and operating costs of the four types evaluated. The chiller itselffor either of these options is basically the same. However, burning gas to create electricity for the enginedriven chiller option rather than using electricity generated at the cogen plant makes the overallHunterdon Developmental Center and Edna Mahan site consume more natural resources on a combinedbasis. The two types of absorption chillers had both higher construction cost and operating costs.

We investigated the TecoChill gas engine driven chiller unit in addition to the Trane unit. Our findingson the TecoChill are as follows:

• The TecoChill unit is only available up to a 400 Ton size, so the site would require three (3) 350Ton units to meet the 1,000 Ton load requirement. However, 500 Ton units are available fromother manufacturers; Trane chillers packaged with Waukesha engines were the basis of ourreport.

• Installing three (3) 350 Ton TecoChill units will increase the construction costs due to additionalpiping and electrical connections,

• The mechanical room currently houses two chillers, so installing three chillers in the same spacemay not be possible. The three chillers will most likely need to be installed outside of themechanical room in a new chiller building that will need to be constructed at an additional cost.

Based on Miller-Remick Corporation’s experience and knowledge of the electrical systems at theHunterdon Developmental Center and the Edna Mahon prison, the available primary electrical supplyfrom the Cogeneration plant coupled with the Utility service supplies sufficient electrical power tooperate new electric chillers under normal operating conditions. However, in the event of an outage ofboth the Cogeneration plant and the Utility service, the Hunterdon Developmental Center would have tobe transferred to Feeder 513 as backup and consequentially there would be insufficient power to operatethe electric chillers during this situation.

To support the operating of the electric chillers we propose the installation of a 1,000kW diesel poweredstandby emergency generator. The generator set is for emergency use only. It is to provide operatingpower for the chillers in the event that power from the cogen plant and the Grandin Substation is lost.This is due to the fact that the backup 513 feeder has insufficient power to supply the site when more thanone of the two electric 500 Ton chillers are in operation. If DHS considers this to be a low-probabilityoccurrence and if the facility is willing to live with this limitation, then the emergency generator can beeliminated for a construction cost savings.

The generator would be housed in a small structure adjacent to the cooling tower with undergroundcabling to the mechanical room. The installation of electric centrifugal chillers with emergency generatorback up power is the most economical and most cost effective option and is thus being recommended.

Preliminary Construction Cost Evaluation


We prepared a preliminary construction cost estimate based on the scope of work outlines presented

above. Below are our preliminary estimates with the combined costs for the specific chiller type andcooling tower replacement. Absorption chiller options include basic construction costs for the requiredchiller building.

• Electric centrifugal chillers, cooling tower, and emergency generator — $2,160,000.• Indirect fired single stage absorption chillers and cooling tower —$3,240,000.• Indirect fired two stage absorption chillers and cooling tower — $3,430,000.• Direct-fired absorption chillers and cooling tower — $3,840,000.• Engine driven Chillers and cooling tower — $2,460,000.

Additional cost considerations not included in the above estimates are as follows:

• Gas engine driven chillers are loud at nearly 100 dBa. Abating the noise in this type of hospitalcare setting is very important and will add to the construction costs.

• Gas engine driven chillers and Direct-fired absorption chillers will require air permits foremissions while electric chillers would not require air permits. Air permits will need to beapplied for and renewed every few years as an additional expense to the site.

Conclusions:

The deterioration of the existing chillers and cooling tower has necessitated their replacement. It isrecommended to replace the existing chillers with two (2) 500 Ton electric centrifugal type chillers to belocated in the existing mechanical room along with a new replacement cooling tower to be located at thesite of the current cooling tower and the addition of a 1,000kW standby emergency generator to supportthe new chillers as a back up power source.


If you have any questions concerning the above, please do not hesitate to contact us.

Sincerely,Miller-Remick Corporation

By: ;NormanE.Coffey,

/ Project Engineer

Attachments:Attachment I — Chiller Plant Site PhotosAttachment II— Budgetary Construction Cost EstimateAttachment II— Chiller Product Data SheetsAttachment TV—Proposed Site Plan

I:\mr\NJSTATE\1-1400-0423 HDC Chiller Replacement Study\l. Project Managementth. Client Correspondence\Corrected report\l-1400-0423Chiller Replacement Sludy - Revised.doc

Attachment I:

Chiller PlantSite Photographs

Mr. Matthew PazderHunterdon Developmental Center — Chiller Replacement Study

June 28, 2007Page 1

Photo #1

Photo #2

Mr. Matthew PazderHunterdon Developmental Center — Chiller Replacement Study

June 28, 2007Page 2

Photo #3

Photo #4


Photo #5

Attachment II:

Budgetary ConstructionCost Estimate

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PROJECT COST ANALYSIS DPMC NUMBER: R0123-OO WO#1O

Date: 6/28/2007Project Phase:

Project Name: Chiller Replacement - Electric Centrifugal Chillers Scope of Work

Location: Hunterdon Developmental Center, Hunterdon, NJ

Cost Phase “C” - Construction

1 General Construction 0

2 Structural Steel 0

3 Plumbing 0

4 HVAC 1,773,102

5 Electrical 383,920

6 Other Trades (speci1i): 0

7 TOTAL CONSTRUCTION COST ESTIMATE (CCE) (Lines 1 thru 6) 2,157,022

Cost Phase - Design

8 Consultant Design Fee 323,553

9 Consultant Construction Administration Fee

10 Asbestos Remediation Design Fee

11 Asbestos Monitoring Fees

12 Survey Services

13 Testing Services

14 Roofing Inspection

15 Other (specify):

16 TOTAL DESIGN SERVICES (Lines 8 thru 15) 323,553

Cost Phase “K” - Affirmative Action17 Affirmative Action (1/2% of Line 7) oCost Phase ‘M” - Management Fees18 DPMC Management Fee (8% of Line 7) 172,562

Cost Phase “N” - Construction Management19 Construction Management Services (CMJCPM)

Cost Phase “0” - Contingency

20 Construction (10% of Line 7) 215,702

21 Design (10% of Line 16) 32,355

22 TOTAL PROJECT CONTINGENCY (Lines 20 & 21) 248,058

Cost Phase “P” - Permits

23 U.C.C. (DCA or DPMC) Plan Review Fee

24 U.C.C. Permit/Field Inspection/CO. Fee

25 Soil Conservation

26 Other (specify):

27 TOTAL PERMIT FEES (Lines 23 thru 26) oCost Phase “R’ - Arts Inclusion28 Arts Inclusion Allowance oCost Phase “B” - Other Costs

29 Other (specify):

30 Other (specify): 0

31 TOTAL OTHER COSTS (Lines 29 & 30) 0

32 CURRENT WORKING ESTIMATE (CWE) (Lines 7+16+17+18+19+22+27+28+31) $2,901,195

DPMC-38 Revised 5/00 (automated form)

Attachment III:

Chiller Product Data Sheets

Job Information

Centrifugal Chiller

Hunterdon Developmental Center 113006Philadelphia 14E(T35) Matt Chaplin

Tag CVHF 500-0013 Model numberQuantity

Certified in accordance with the Water-ChIlling Packages Using the Vapor Compression Cycle Certification Program, which isbased on ARI Standard 5501590.Sound pressure measured in accordance with ARI Standard 575-94.

ASHRAE 90.1 compliance Yes ASHRAE 90.1 Full Load Requirement: 0602 kW/ton

ASHRAE 90.1 Part Load Requirement: 0.673 kW/ton

Unit Information

Model CVHF Evap tube type IMCIICompressor size 570 Evap tube thickness 0.025’Motor size 323 Evap passes 2Motor frequency 60 Hz Cond shell size 050LMotor voltage 460 Cond bundle size 500Impeller size 276 Cond tube type IMCUOrifice size 710 Cond tube thickness 0.028’Evap shell size 050L Cond passes 2Evap bundle size 550

Design Information

Cooling capacity 500.0 tons HCFC 123 refrigerant charge 750 lbPrimary power 282.9 kW Shipping weight 16586 lbPrimary efficiency 0.566 kWlton Operating weight 18988 lbNPLV 0.487 kW/ton Sound level 0 dBAJ’e-delta starter type Remote Mounted WyeD Green Seal certification NoApplication type Standard cooling Free cooling option No

Heat rejected into equip room 4.83 MBh

Evaporator Information Condenser Information

Evap leaving temp 42.00 F Cond entering temp 85.00 FEvap flow rate 1193.7 gpm Cond flow rate 1500.0 gpmEvap entering tamp 52.00 F Cond leaving temp 9435 FEvap flow/capacity 2.39 gpmlton Cond flow/capacity 3.00 gpmltonEvap water box type non-marine Cond water box type non-marineEvap pressure drop 33.38 ft H20 Cond pressure drop 32.73 ft H20Evap fouling factor 0.00010 hr-sq ft.deg F!Btu Corid fouling factor 0.00025 hr-sq ft.deg FlBtuEvap fluid type water Cond fluid type waterEvap fluid concentration N/A Cond fluid concentration NIAEvap water box pressure 150 psig evap. water pressure Cond water box 150 psig cond. water pressure

pressureEvap mm flow rate 213.20 gpm

Electrical Information

Motor LRA 2169 A Mm circuit ampacity 507 A

Primary RLA 397.9 A Max over current protectton 800 A

12/1/2006 Customer Job Data\Copy of OATAVvIIIIer-Remick\Hunterdon Developmental Center\Hunterdon Developmental CenterSelection code revision level 55083. MOC0E000C000SOO Page 1 of 1

Horizon Absorption Units

Job Information

TRANF

Unit Information

Model number ABSDBOO

Tag ABSD 500 Tons

Quantity

Absorption unit model Single stage

Unit nominal tonnage 800

Unit energy source Hot water

Cooling capacity 500.00 tons

Unit coefficient of performance 0.72 COP

Elevation Sea Level

Absorber I Condenser Information

Absorber EWT 85.00 F

Abs-Cond flow 2534.77 gpm

Condenser LtNT 96.00 F

Abs-Cond fouling factor 0.00025 hr-sq ft.deg F/Btu

Abs-Cond fluid type Water

Abs-Cond fluid conc 0.00 %Absorber tube matl .028w 95-5 CuNi smooth surface

Condenser tube matl .035 90-10 CuNi smooth

Absorber fluid velocity 4.18 ft/sI Condenser fluid velocity 6.65 ft/s

Abs-Cond pressure drop 13.61 ft H20

Evaporator Information

Evaporator LWT 42.00 FEvaporator flow 1194.16 gpmEvaporator EW 52.00 FEvaporator fouling factor 0.000 10 hr-sq ft-deg F!BtuEvaporator fluid type WaterEvaporator fluid conc 0.00%

Evaporator tube maIl .025w Cu lIEEvaporator passes 2P 150 psi non-marine victaulicEvaporator fluid velocity 4.55 Ws

Evaporator pressure drop 12.83 ft 1120

Generator Information

Generator EW 250.00 FGenerator flow 315.76 gpmGenerator LWT 195.10 FGenerator pressure drop 3.03 ft H20

Low-temp generator tube matl .028 90-10 CuNi smooth

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Hunterdon Developmental Center 113006

Philadelphia

(T35) Matt Chaplin

12/1/2008 Product Version 5.0 don Developmental Center\Hunterdon Developmental Center 113006.psd

Horizon Absorption Units

Job Information

Unit Information

TRANE5

F

Hunterdon Developmental Center 113006

Philadelphia

(T35) Matt Chaplin

Model number ABTFO66O

Tag ABTF 500 Tons

Quantity

Absorption unit model Two stage

Unit nominal tonnage 660

Unit energy source Steam

Cooling capacity 50000 tons

Unit coefficient of performance 1.16 COP

Elevation Sea Level

Evaporator Information

Evaporator LWT 42.00 F

J Evaporator flow 1194.16 gpm

Evaporator E\NT 52.00 F

Evaporator fouling factor 0.00010 hr-sq ft-deg FIBtu

Evaporator fluid type Water

Evaporator fluid conc 0.00 %

Evaporator tube matl .025w Cu lIE

Evaporator passes 2P 160 psi non-marine victaulic

Evaporator fluid velocity 6.15 ft/s

Evaporator pressure drop 19.50 ft H20

Generator Information

Steam pressure to machine after val 90.37 psig

Steam flow 5044.70 lb/hr

Steam rate 10.09 lb/ton-hr

High-temp generator tube matl .028 439 sstl smooth

Lowtemp generator tube matl .028 95-5 CuN1 smooth

Absorber! Condenser Information

Absorber EWT 85.00 F

Abs-Cond flow 1997.94 gpm

Condenser LWT 96.00 F

Abs-Cond fouling factor 0.00025 hr-sq ft-deg FIBtu

Abs-Cond fluid type Water

Abs-Cond fluid conc 0.00 %

Absorber tube matl .028w 96-5 CuNi smooth surface

Condenser tube matl .035 Cu smooth

Absorber fluid velocity 5.05 ft/s

Condenser fluid velocity 6.70 ft/s

[ Abs-Cond pressure drop 13.20 ft H20

12/1/2006 Product Version 5.0 don Developmental Center\Hunterdon Developmental Center 113006.psd

Attachment IV:

Proposed Site Plan

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