TECHNICAL SPECIFICATIONS

COLD SPRING WELL NO. 4

RADON AND PFOA/PFOS REMOVAL

ELECTRICAL CONTRACT BT-25-02

PREPARED FOR

Buckingham Township PO Box 413 Buckingham, PA 18912

November 2025

Castle Valley Consultants 10 Beulah Road New Britain, PA 18901

(215) 348-8257

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Table of Contents

COLD SPRING WELL NO.4 RADON AND PFOA/PFOS REMOVAL

ELECTRICAL CONSTRUCTION SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS – FOR GENERAL AND ELECTRICAL CONTRACTS

Section 01010 Summary of Work

Section 01027 Application for Payment

Section 01041 Coordination

Section 01045 Cutting, Patching, and Alterations

Section 01050 Field Engineering and Surveying

Section 01140 Contractor’s Use of the Premises

Section 01141 Site Investigation

Section 01200 Project Meetings

Section 01300 Submittals

Section 01310 Schedules and Reports

Section 01340 Shop Drawings, Product Data, and Samples

Section 01355 Environment Protection

Section 01400 Quality Control

Section 01440 Testing

Section 01500 Construction Facilities and Temporary Controls

Section 01600 Material and Equipment

Section 01650 Starting of Systems

Section 01700 Contract Closeout

Section 01710 Final Cleaning

Section 01725 As-Built Documents

Section 01730 Operating and Maintenance Information

DIVISION 2 SITE WORK – FOR GENERAL AND ELECTRICAL CONTRACTS

Section 02110 Site Clearing

Section 02211 Rough Grading

Section 02218 Landscape Grading

Section 02222 Excavation

Section 02223 Backfilling

Section 02225 Trenching

Section 02230 Clearing and Grubbing

Section 02231 Aggregate Base Course

Section 02240 Sheeting, Shoring, and Bracing Systems

Section 02241 Geotextiles

Section 02401 Dewatering

Section 02510 Asphaltic Concrete Paving

Section 02513 Paving Restoration

Section 02521 Concrete Sidewalks

Section 02630 Building Drainage System

Section 02675 Disinfection of Water System

Section 02937 Site Restoration

DIVISION 3 CONCRETE – FOR REFERENCE ONLY

Section 03290 Joints in Concrete

Section 03300 Concrete

Section 03400 Precast Concrete Structures

Section 03732 Concrete Repair

DIVISION 4 MASONARY – FOR REFERENCE ONLY

Section 04300 Masonry

DIVISION 5 METALS – FOR REFERNECE ONLY

Section 05120 Structural Steel

Section 05490 Metal Fabrications

Section 05500 Miscellaneous Aluminum Fabrication

DIVISION 6 WOOD AND PLASTERS – FOR REFERENCE ONLY

Section 06105 Miscellaneous Carpentry

Section 06176 Metal Plate Connected Wood Trusses

Section 06200 Finish Carpentry

DIVISION 7 THERMAL AND MOISTURE PROTECTION – FOR REFERENCE ONLY

Section 07160 Bituminous Dampproofing

Section 07200 Insulation

Section 07214 Foamed-in-Place Masonry Wall Insulation

Section 07311 Asphalt Roof Shingles

Section 07400 Vinyl Siding

Section 07631 Gutters and Downspouts

Section 07710 Prefabricated Roof Specialties

Section 07900 Joint Sealers

DIVISION 8 DOORS AND WINDOWS – FOR REFRERENCE ONLY

Section 08110 Steel Doors and Frames

Section 08300 Insulated Rolling Service Doors

Section 08310 Aluminum Access Doors

Section 08700 Hardware

DIVISION 9 FINISHES – FOR REFERENCE ONLY

Section 09671 Resinous Flooring

Section 09850 Chemical Resistant Coating

Section 09905 General Paint Finishes

Section 09960 Protective Coatings

DIVISION 10 SPECIALTIES – FOR REFERNECE ONLY

Section 10400 Identification Devices

Section 10520 Fire Extinguishers and Accessories

DIVISION 11 EQUIPMENT – FOR REFERENCE ONLY

Section 11000 General Equipment and Mechanical Requirements

Section 11200 Pumps, General

Section 11211 Transfer Pumps

Section 11355 Chemical Feed System

Section 11420 Static Mixer

Section 11510 PFOA/PFOS Removal System

Section 11520 Radon Removal System

Section 11601 Laboratory Furnishing and Equipment

DIVISION 12 FURNISHINGS

Not Used

DIVISION 13 SPECIAL CONSTRUCTION – FOR REFERENCE ONLY

Section 13034 Gauges

Section 13805 Process Instrumentation and Control

Section 13850 Meters, General

Section 13856 Mag Meters

Section 13861 Level Transmitters

Section 13891 Chart Recorders

DIVISION 14

Not Used

DIVISION 15 MECHANICAL – FOR REFERNECE ONLY

Section 15000 General Piping

Section 15005 Ductile Iron Pipe

Section 15010 Stainless Steel Pipe and Fittings

Section 15100 Valves

Section 15101 Valves and Actuators

Section 15140 Supports and Anchors

Section 15165 Trench Drain and Grate

Section 15190 Mechanical Identification

Section 15375 Glass Lined Steel Water Tanks

Section 15400 Plumbing Basic Materials and Methods

Section 15640 PVC Pipe, Fittings, and Valves

Section 15835 Terminal Heat Transfer Unit

Section 15850 Dehumidifier

Section 15855 Sidewall Fans

Section 15940 Air Outlets and Inlets

Section 15980 Temperature Controls and Instrumentation

Section 15990 Starting of Mechanical Systems

DIVISION 16 ELECTRICAL

Section 16010 General Provisions

Section 16015 Electrical Demolition

Section 16050 Basic Materials

Section 16195 Electrical Identification

Section 16500 Electrical Lighting

Section 16600 VFD General

Section 16610 Variable Frequency Drive Units

Section 16700 SCADA Equipment

Section 16950 Electrical Acceptance Tests

Division 1

General Requirements

Section 01010

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A The work of this Contract consists of furnishing, employing, and installing all equipment, materials, and labor necessary to complete all demolition, renovation, and construction as specified and/or as shown on the Plans, producing thereby a complete, finished, watertight, neat, safe, rugged, reliable, and fully usable facility ready for operation

B All work done for this Contract shall be of the best quality, free from faults and defects, and in accordance with the Contract Documents

C All existing dimensions shown on the Contract Drawings are approximate Each

Contractor is responsible for verifying all existing conditions in the field

1.02 CONTRACT DOCUMENTS - INTENT AND USE

A. Intent of Documents

1. Singular notations and specifications shall be considered plural where application is reasonably inferred.

2. Mention or indication of extent of work under any specification section is done only for convenience of each PRIME CONTRACTOR’S and shall not be construed as describing all work required under that section.

3. Some individual sections may contain a list of related sections. The list of related sections in individual sections is provided for the convenience of each PRIME CONTRACTOR and is not necessarily all-inclusive. PRIME CONTRACTOR may not rely upon this listing for determination of scope of work. Other sections of the specifications, not referenced in individual sections, shall apply as required for proper performance of the work.

4. Command type sentences may be used in the Contract Documents.

These sentences refer to and are directed to each PRIME CONTRACTOR responsible for the WORK.

5 Symbols for various elements and systems are shown on the drawings.

Should there be any doubt regarding the meaning or intent of the symbols used, a written interpretation shall be obtained from ENGINEER.

6. All work called for in the Specifications applicable to this Contract, but not shown on the Plans in their present form, or vice versa, will be of like effect as if shown or mentioned in both Work not specified in either the Plans or Specifications, but involved in carrying out their intent or in the complete and proper execution of the work, is required and will be performed by each of the PRIME CONTRACTOR responsible for the Work as though it were specifically delineated or described.

7. The apparent silence of the Specifications as to any detail or the apparent omission from them of a detailed description concerning any work to be done and materials to be furnished, will be regarded as meaning that only the best general practice is to prevail and that only material and workmanship consistent with the scope and quality of materials that are specified is to be used, and interpretation of these Specifications will be made on that basis.

8 1n case of conflicts, errors or discrepancies in the Contract Documents, the documents shall be given precedence in the following order Addenda, Supplementary Drawings, Federal Regulations, Instructions to Bidders, Workmanship and Materials, Contract Items, Plans, Supplemental Conditions and Division 1.

B. Use of Documents

1. Each PRIME CONTRACTOR shall examine all specifications and drawings for the work; including those that may pertain to work the PRIME CONTRACTOR does not normally perform with its own forces.

2. Each PRIME CONTRACTOR shall use all of the project drawings and specifications.

a. For a complete understanding of the project.

b. To determine the type of construction and systems required.

c. For coordination with other PRIME CONTRACTOR’S.

d. To determine what other work may be involved in various parts or phases.

e. To anticipate and notify others when work by others will be required.

f. And all other relevant matters related to the project.

3. Each PRIME CONTRACTOR is also bound by all requirements of the

Contract Documents which are applicable to, pertain to, or affect its work, as may be shown or inferred by the entire set of project drawings and specifications.

1.03 CONCURRENT CONTRACTS

A The work of this project is divided into two concurrent Contracts as follows:

BT-25-01, General Construction BT-25-02, Electrical Work

B. The work of each Concurrent Contract includes both

1. All the work of that Contract as described in the paragraphs below (C and D)

2. All general and supplementary conditions and requirements, including the following sections

Section 01010 Summary of Work Section 01027 Application for Payment Section 01041 Coordination Section 01045 Cutting, Patching and Alterations Section 01050 Field Engineering and Surveying Section 01200 Project Meetings Section 01300 Submittals Section 01310 Schedules and Reports Section 01340 Shop Drawings, Product Data, And Samples Section 01355 Environmental Protection Requirements Section 01400 Quality Control Section 01500 Construction Facilities and Temporary Controls Section 01590 Field Offices And Sheds Section 01600 Material and Equipment Section 01650 Starting of Systems Section 01700 Contract Closeout Section 01725 As-Built Drawings Section 01730 Operation and Maintenance Information

C. General Construction (BT-25-01) includes all Work for this Project not reserved to the Concurrent Contracts in the paragraph D below. The General Construction Contract will also include the following Control, Instrumentation and HVAC equipment to be wired by the Electrical Contract:

1. Control System

With regard to the control system the General Construction Contract shall furnish the control panels and all instrumentation for the project. The Electrical Contract will install as indicated and wire all instrumentation.

a. PFOA/PFOS Control Panel “PCP" – the control panel shall be given to the Electrical Contractor to wall mount.

b. Flow Meters and Transmitters– the transmitters shall be given to the Electrical Contractor to wall mount

c. Chart Recorder – the chart recorder shall be given to the

Electrical Contractor to wall mount.

2. HVAC Systems

With regard to the HVAC systems the General Construction Contract shall furnish and install the following equipment and all controls for the project. The Electrical Contract will wire all equipment and controls for the HVAC Equipment.

a. Unit Heaters – EUH 101, 102

b. Fans and dampers – EF 101

c. Louvers and dampers – LO 101

d. Dehumidifier.

e. Thermostats – to be given to the Electrical Contractor to wall mount

All motor starters and disconnect switches shall be supplied by the Electrical Contract.

D. Electrical Work (BT-25-02) includes all Electrical Work shown on the Electrical

Plans or listed in Division 16 - Electrical, and all appurtenant work and materials necessary to produce a complete installation. This Contract includes electric power distribution, lighting, and telecommunication and data systems and includes, but is not limited to, the following:

1. Electrical

2. Power distribution, including disconnect switches at equipment requiring power.

3. Lighting fixtures.

4. Electrical grounding.

5. Electrical and electronic control systems and equipment.

6. Temporary electrical facilities specified in the "Temporary Facilities" Section.

7. Electrical connections to equipment furnished under other contracts.

8. Testing, adjusting, and balancing electrical systems and equipment.

9. Starting/Commissioning electrical systems and equipment.

10. Assisting in starting/commissioning mechanical systems and equipment

11. The Electrical Contractor shall

a. Receive and set the motor starters as provided by the HVAC, Plumbing and General Construction Contractors.

b. Provide power wiring, including final connection of same, from source to starters or contactors to motors.

c. Receive and install the wall-mounted electrical control devices, thermal switches, etc, and provide all wiring for same.

d. Provide all fused or un-fused disconnect switches and circuit breakers not supplied as part of the HVAC system and as, required by the National Electrical Code, or as shown on the drawings, or as specified.

e. Adjust connections to electrical motors to insure proper rotation.

f. Provide lighting fixtures, accessories and appurtenances.

NOTE: While not supplying all equipment, the Electrical Contractor is responsible for all power and control wiring for all equipment provided under all Contracts.

E. Definition of Extent of Prime Contract Work: The Contract Documents indicate the extent of each prime contract. Except where the Contract Documents contain a more specific description, general names and terminology on the Drawings and in the Specification Sections determine which prime contract includes a specific element of the Project.

1. Local custom and trade union jurisdictional settlements do not control the scope of Work included in each prime contract.

When a potential jurisdictional dispute or similar interruption of work is first identified or threatened, the affected prime contracts shall promptly negotiate a reasonable settlement to avoid or minimize the pending interruption and delays.

1.05 DEFINITIONS

A Project: The total work involved in both Concurrent Contracts

B Contractor: Each, any, or all of the firms to which Contracts for this project are awarded

C General Construction Contractor: The firm to which the Contract for General Construction (BT-25-01) is awarded

D Other Contractor(s): The firm to which the Contract for Electrical Work (BT-25-

02) is awarded.

1.06 PRIME CONTRACTORS USE OF PREMISES

A. General

1. The "area of the site" referred to in these specifications shall be as shown on the drawings. If the "area of the site" is not shown, OWNER's property lines, the project right-of-way or the easements obtained for the project shall be considered the "area of the site".

2. Construction activities shall be confined within the "area of the site" limits.

3. From the start of work to completion GENERAL CONTRACTOR is responsible for the care of the site and the premises that are affected by operations of work of this Contract.

4. Except for permanent site improvements provided under the Contract.

Each PRIME CONTRACTOR’S shall restore property disturbed during their portion of the work, to the conditions, which previously existed.

5 Work in occupied spaces shall be restricted to specified work and essential activities, such as making necessary connections and extending services or constructing temporary access ways. Such work shall be scheduled in advance with OWNER. All PRIME CONTRACTOR’S shall complete all work between the hours of 7 AM and 5 PM, Monday through Friday, except holidays. The above time constraints shall be considered normal working hours OWNER not permit Work outside of these hours wilt without written consent. If written permission is granted by OWNER, the PRIME CONTRACTOR’S requesting the work shall reimburse OWNER for all additional costs including, but not limited to, ENGINEER's time and expense.

B. Parking and Deliveries

1. GENERAL CONTRACTOR”S is responsible for control of traffic by vehicles and persons within the limits of its operations.

2. Parking for employees, sub-contractors, and agents of each PRIME CONTRACTOR’S shall be in areas subject to approval of OWNER.

3. Access to the site for delivery of construction material or equipment shall be subject to approval of OWNER

C. Use of the Existing Building (s): Permitted only as required for the execution of this contract. Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

1.07 OCCUPANCY REQUIREMENTS

A. Partial Owner Occupancy: The Owner reserves the right to occupy and to place and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. The Engineer will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner occupancy.

2. Obtain a Certificate of Occupancy from local building officials prior to

Owner occupancy.

3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will operate and maintain mechanical and electrical systems serving occupied portions of the building. Warranties on equipment will be in at time of occupancy.

4. Upon occupancy, the Owner will assume responsibility for maintenance and custodial service for occupied portions of the building.

1.08 CONSTRUCTION REQUIREMENTS

A. General Information and Requirements

1. It shall be the responsibility of each PRIME CONTRACTOR to not in any way impair the normal treatment or operating efficiency of the facilities, regardless of the work underway. No bypassing of raw or partially treated wastewater to receiving stream shall occur at any time as a result of construction.

2. Access - GENERAL CONTRACTOR shall maintain roadways open at all times to meet OWNER's requirements. GENERAL CONTRACTOR shall be responsible for maintaining roadways in drivable condition, including placement of temporary stone and gravel and providing drainage as necessary. All roadways around the treatment facility shall be cleaned of construction site materials, soil, and debris as necessary.

3. Access Road and Other Site Roads – GENERAL CONTRACTOR shall construct temporary access roads required for construction of the project. Temporary roads shall not be located within the area of structure subgrades or of permanent road subgrades. If temporary access roads must cross permanent roads, GENERAL CONTRACTOR shall undercut the area and place geotextile fabric and 2 feet of breaker run.

No additional payment will be made for this undercut

B Construction Sequence

1. The following construction sequence is provided as a general guideline for the information and for the benefit of all of the PRIME CONTRACTOR’s. This construction sequence is not intended to dictate means, method of construction or direct construction activities.

GENERAL CONTRACTOR shall be responsible for implementing any additional details required, including temporary piping, bypass pumping, or temporary construction at no additional cost to OWNER

2. Any PRIME CONTRACTOR may propose alternate sequence or modifications to this sequence OWNER will review the proposed modification and determine if such modification of the sequence interferes with the proper operation of the treatment activities. Any modifications to this general construction sequence shall be proposed in writing and shall be approved by OWNER prior to their implementations.

Any cost associated with a change borne by another PRIME CONTRACTOR as a result of a change in sequence shall be borne by the PRIME CONTRACTOR who proposes the change.

C. General Construction

1. GENERAL CONTRACTOR shall install all require erosion and control measures required by Bucks County Conservation District prior to any construction activities.

2. All of the temporary utilities shall be installed by the responsible PRIME CONTRACTOR. The location of temporary electrical services shall be as approved by OWNER

3. GENERAL CONTRACTOR shall clear the site as described.

4. GENERAL CONTRACTOR can then start construction of the new structures.

5. When the new water treatment facilities are at substantial completion and ready for startup, all tanks shall be filled with groundwater from the dewatering wells. If water is not available from dewatering wells the GENERAL CONTRACTORS shall be responsible to bring water in from an approved offsite source at no cost to the OWNER. All mechanical equipment shall have been checked by the equipment manufacturer and provide written notice that equipment is ready for starting the plant.

6. GENERNAL CONTRACTOR shall remove any damaged finished base course on all roads including the access road and replace with new base course to remove all mud, sod, and debris that will have accumulated during construction. The roads shall be regraded and prepared for final grade prior to receiving the asphaltic concrete pavement.

1.09 EXISTING SERVICES, STRUCTURES AND UNDERGROUND FACILITIES

A. Interruption of existing services and systems including heating, ventilating, air conditioning, water, sanitary, lighting and power, signal and security will not be permitted, unless specifically indicated otherwise. Provide temporary facilities to maintain services.

B. Work shall not commence until all labor, materials and equipment are available so Work can continue without interruption or delay.

C. Should uncharted or incorrectly charted piping or other utilities be encountered during installation, notify OWNER and consult with utility owner immediately for directions.

D. Cooperate with OWNER and utility companies in keeping respective services and facilities in operation and repair any damaged utilities to satisfaction of utility owner.

F. Each PRIME CONTRACTOR shall not interrupt existing utilities serving facilities occupied and used by OWNER or others, except when permitted in writing by

OWNER.

G. Any accidental interruption of services shall be repaired immediately, including provision of temporary facilities until permanent repairs can be made.

H. Prior to any excavation, demolition, or drilling on site, each PRIME CONTRACTOR shall contact owners of the underground facilities in and near the construction area of the intent to excavate, demolish, or drill. As part of this notification requirement each PRIME CONTRACTOR shall contact "PA ONE CALL". Each PRIME CONTRACTOR shall be aware that not all owners participate in "PA ONE CALL". A call to this agency shall not absolve the PRIME CONTRACTORS of the requirements for contacting owners of all underground facilities in and near the construction area. Each PRIME CONTRACTOR shall give reasonable advance notice to "PA ONE CALL" and other owners for the notification, which shall not be less than the minimum advance notification required.

I. Each PRIME CONTRACTOR shall proceed with caution in the excavation and preparation of the site so the exact location of structures and underground facilities can be determined. Each PRIME CONTRACTOR shall include in the Contract Price any costs for temporary or permanent relocations of such structures and facilities required to complete the Work unless specifically indicated otherwise in the Specifications.

J. Each PRIME CONTRACTOR shall keep an accurate and complete record of all such structures and facilities encountered and shall provide OWNER a copy of this record. The record shall include a description of the item encountered, opinion as to conditions, and adequate measurements and depths so that the item can be located in the future.

K. Each PRIME CONTRACTOR shall inspect all structures and underground facilities for condition and soundness. Unsound conditions shall be reported to the OWNER immediately after exposing. Each PRIME CONTRACTOR’S shall not proceed with the Work until the structure or facility owner has been notified.

OWNER shall then be given time to inspect and correct, if required, the structure or underground facility the PRIME CONTRACTOR’S may make claim under the provisions of Articles 11 and 12 of the General Conditions should PRIME CONTRACTOR feel a price or time adjustment is justified.

L. Any additional costs incurred because of failure of each PRIME CONTRACTOR to report the condition of any and all existing structure or PRIME CONTRACTOR shall pay for facility encountered.

M. Whenever ENGINEER feels it is necessary to explore and excavate to determine the location of existing structures and underground facilities, PRIME CONTRACTOR shall make explorations and excavations for such purposes. If PRIME CONTRACTOR is required to perform additional work in making the explorations and excavations, extra compensation will be allowed as provided for in the General Conditions.

1.10 PROTECTION OF WORK AND IMPROVEMENTS

A Each PRIME CONTRACTOR shall protect the property of OWNER, existing improvements, and Work installed by the PRIME CONTRACTOR’S and others from abuse, damage, dust, debris, and other objectionable materials resulting from construction activities.

B. Each PRIME CONTRACTOR shall provide suitable covers, partitions, or other dust and fume containment devices to suit construction operations.

C. PRIME CONTRACTOR shall keep property, existing improvements and the Work, including structures, mains, fittings and accessories free from dirt and foreign matter at all times.

D. PRIME CONTRACTOR shall provide temporary plugging of openings, holes, and pipe ends that exist or that PRIME CONTRACTOR has installed.

E. Property, improvements, and work damaged by PRIME CONTRACTOR shall be repaired or replaced by PRIME CONTRACTOR to the satisfaction of OWNER.

PART 2 PRODUCTS

NOT APPLICABLE

PART 3 EXECUTION

END OF SECTION

Section 01027

SECTION 01027

APPLICATION FOR PAYMENT

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements governing each PRIME CONTRACTOR’s Applications for Payment.

1. Coordinate the Schedule of Values and Applications for Payment with the CONTRACTOR's Construction Schedule, Submittal Schedule, and List of Subcontracts.

B. Related Sections: The following Sections contain requirements that relate to this Section.

1. Schedules: The CONTRACTOR's Construction Schedule and Submittal Schedule are specified in Division 1 Section "Schedules and Reports."

1.03 SCHEDULE OF VALUES

A. Coordination: Each PRIME CONTRACTOR shall coordinate preparation of its Schedule of Values for its part of the Work with preparation of the CONTRACTOR's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including:

a. CONTRACTOR's Construction Schedule.

b. Application for Payment forms, including Continuation Sheets.

c. List of subcontractors.

d. Schedule of submittals.

2. Submit the Schedule of Values to the ENGINEER at the earliest possible date but no later than fifteen (15) days before the date scheduled for submittal of the initial Applications for Payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project Identification on the Schedule of Values:

a. Project name and location.

b. Name of the ENGINEER.

c. Project number.

d. CONTRACTOR's name and address.

e. Date of submittal.

2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of Work.

c. Name of Subcontractor.

d. Dollar value.

1) Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports.

Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items.

4. Round amounts to nearest whole dollar; the total shall equal the Contract Sum.

5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated, and stored but not yet installed.

a. Differentiate between items stored on-site and items stored off-site.

Include requirements for insurance and bonded warehousing, if required.

6. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

7. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by the ENGINEER and paid for by the OWNER.

1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements.

B. Payment-Application Times: Each progress-payment date is indicated in the Agreement.

The period of construction Work covered by each Application for Payment will be the calendar month. The application, in triplicate must be received in the office of the ENGINEER by the second Friday of the month.

C. Payment-Application Forms: Use Application Form and Continuation Sheets provided in the Contract Documents as the form for Applications for Payment. Alternate forms shall not be accepted.

D. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of the CONTRACTOR. Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and the CONTRACTOR's Construction Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

3. Prior to each request for partial progress payment, ENGINEER will review the working as-built drawings with the CONTRACTOR. Progress payments may be reduced by, as much as fifteen percent (15%) if working as-builts drawings are not current.

E. Transmittal: Submit three (3) signed original copies of each Application for Payment to the ENGINEER by a method ensuring receipt within twenty-four (24) hours. One (1) copy shall be complete, including waivers of lien and similar attachments, when required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the

ENGINEER.

F. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics liens from PRIME CONTRACTORS and Subcontractors, for the construction period covered by the previous application.

1. The OWNER reserves the right to designate which entities involved in the Work must submit waivers.

2. Waiver Delays: Submit each Application for Payment with the CONTRACTOR's waiver of mechanics lien for the Work completed.

a. Submit final Applications for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

3. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the OWNER.

G. Initial Application for Payment: Administrative actions and submittals, that must precede or coincide with submittal of the first Application for Payment, include the following:

1. List of Subcontractors.

2. Schedule of Values.

3. CONTRACTOR's Construction Schedule (preliminary if not final).

4. Schedule of principal Products.

5. Schedule of unit prices.

6. Copies of required permits.

7. Copies of authorizations and licenses from governing authorities for performance of the Work.

8. Initial progress report.

9. Report of pre-construction meeting.

10. Certificates of insurance and insurance policies.

11. Performance and payment bonds.

12. Data needed to acquire the OWNER's insurance.

13. Initial settlement survey and damage report, if required.

H. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment.

1. This application shall reflect Certificates of Partial Substantial Completion issued previously for OWNER occupancy of designated portions of the Work.

2. Administrative actions and submittals that shall precede or coincide with this application include:

a. Occupancy permits and similar approvals.

b. Warranties (guarantees) and maintenance agreements.

c. Test/adjust/balance records.

d. Maintenance and operating instructions.

e. Meter readings.

f. Startup performance reports.

g. Changeover information related to OWNER's occupancy, use, operation, and maintenance.

h. Final cleaning.

i. Application for reduction of retainage and consent of surety.

j. Advice on shifting insurance coverage’s.

k. Final progress photographs.

l. List of incomplete Work, recognized as exceptions to ENGINEER's Certificate of Substantial Completion.

I. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following:

1. Completion of project closeout requirements.

2. Completion of items specified for completion after Substantial Completion.

3. Ensure that unsettled claims will be settled.

4. Ensure that incomplete Work is not accepted and will be completed without undue delay.

5. Transmittal of required project construction records to the OWNER.

6. Certified property survey.

7. Proof that taxes, fees, and similar obligations were paid.

8. Removal of temporary facilities and services.

9. Removal of surplus materials, rubbish, and similar elements.

10. Change of door locks to OWNER's access.

PART 2 PRODUCTS

NOT APPLICABLE

PART 3 EXECUTION

END OF SECTION 01027

Section 01041

SECTION 01041

COORDINATION

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

1.02 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations on the project to be collectively fulfilled by the PRIME CONTRACTORS including, but not limited to, the following:

1. General project coordination procedures.

2. Coordination drawings.

3. Administrative and supervisory personnel.

4. Cleaning and protection.

B. Where applicable, each PRIME CONTRACTOR shall participate in these coordination requirements. Certain areas of responsibility may be assigned to a specific PRIME CONTRACTOR, and the CONTRACTOR for General Construction will be responsible for overall coordination and timing of various aspects of the Work.

1.03 COORDINATION

A. Coordination: Each PRIME CONTRACTOR shall coordinate its construction activities with those of other PRIME CONTRACTORS and other entities involved to assure efficient and orderly installation of each part of the Work. Each PRIME CONTRACTOR shall coordinate its operations with operations included under different Sections of the Specifications that depend on each other for proper installation, connection, and operation.

1. Each PRIME CONTRACTOR shall schedule its construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Where availability of space is limited, each PRIME CONTRACTOR shall coordinate installation of different components with other PRIME CONTRACTORS to assure maximum accessibility for required maintenance, service, and repair.

3. Each PRIME CONTRACTOR shall make adequate provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the OWNER and separate CONTRACTORS where coordination of their Work is required.

C. Administrative Procedures: Each PRIME CONTRACTOR shall coordinate scheduling and timing of its required administrative procedures with other construction activities and activities of other PRIME CONTRACTORS to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project close-out activities.

D. Conservation: Each PRIME CONTRACTOR shall coordinate construction activities to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.04 SUBMITTALS

A. Successful Bidders will be required to submit to the ENGINEER within seven (7) calendar days of bid award a detailed project schedule outlining all aspects of their Work. The ENGINEER will review individual schedules and prepare an overall project schedule for the Work of all trades. This schedule will be presented to all CONTRACTORS for review and incorporation into the OWNER/CONTRACTOR agreement for the Work of each trade.

B. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of Products and materials fabricated by separate entities.

Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the relationship of components shown on separate shop drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in Section "Submittals."

4. Refer to Division 15 Section "Basic Mechanical Requirements" and Division 16 Section "Basic Electrical Requirements" for specific coordination drawing requirements for mechanical and electrical installations.

5. Preparation Responsibility: Preparation of coordination drawings is the responsibility of the PRIME CONTRACTOR principally involved, where involvement by other PRIME CONTRACTORS is minor.

a. Where there is substantial participation by more than one PRIME CONTRACTOR, including the CONTRACTOR for General Construction, the CONTRACTOR for General Construction shall prepare coordination drawings.

b. Where there is substantial participation by more than one PRIME CONTRACTOR, but the CONTRACTOR for General Construction is not involved, the ENGINEER shall designate the PRIME CONTRACTOR with the most involvement as responsible for preparing coordination drawings.

c. Where the Drawings reflect substantial participation by more than one PRIME CONTRACTOR, the project coordinator shall coordinate preparation of coordination drawings.

1.05 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to its project superintendent, each PRIME CONTRACTOR shall provide other administrative and supervisory personnel, as required for proper performance of the Work. Include special personnel required for coordination of operations with other PRIME CONTRACTORS.

B. Project Coordinator: The CONTRACTOR for General Construction shall provide a full-time project coordinator, experienced in administration and supervision of building construction, including mechanical and Electrical Work. The project coordinator shall be authorized to act as the coordinator of construction activities between the separate prime Contracts.

1. Construction activities requiring coordination by the project coordinator include, but are not limited to, the following:

a. Scheduling and sequencing the Work.

b. Sharing access to Work spaces.

c. Installations.

d. Protection of each other's Work.

e. Cutting and patching.

f. Selections for compatibility.

g. Preparation of coordination drawings.

h. Inspections and tests.

i. Temporary services and facilities.

1.06 REMOVAL OF DEBRIS

A. General: Remove from site all debris, rubbish, and other materials resulting from operations.

1. OWNER reserves the right to remove any equipment, materials, or other items from the site at any time during the course of this project by use of their own equipment and Work forces.

2. CONTRACTOR shall offer all equipment, materials, and other items removed from existing building and site construction to the OWNER prior to removal from the site for disposal.

B. Burning of removed materials from demolished areas will not be permitted on site.

PART 2 PRODUCTS

NOT APPLICABLE

PART 3 EXECUTION

3.01 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: The PRIME CONTRACTOR involved shall require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

3.02 CLEANING AND PROTECTION

A. Clean and protect construction in progress and adjoining materials in place during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.

B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C. Limiting Exposures: Each PRIME CONTRACTOR shall supervise its construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining, and corrosion.

16. Bacteria.

17. Combustion.

18. Electrical current.

19. High-speed operation.

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft.

29. Vandalism.

END OF SECTION 01041

Section 01045

SECTION 01045

CUTTING, PATCHING, AND ALTERATIONS

1.01 SUMMARY

A. Work Included. CONTRACTOR shall be responsible for all cutting, fitting, patching, and other alterations required completing the Work as specified herein or to:

1. Make its several parts fit together properly.

2. Uncover portions of the Work to install improperly sequenced Work.

3. Remove and replace defective Work.

4. Remove and replace Work not conforming to requirements of the Contract Documents.

5. Remove samples of installed Work as specified for testing.

6. Provide penetrations of surfaces for installation of piping and electrical conduit.

1.02 REFERENCES

A. ANSI A10 - Safety Requirements for Construction and Demolition

1.03 QUALITY ASSURANCE

A. CONTRACTOR shall perform all cutting, patching, and alterations in strict accordance with pertinent requirements of these Specifications.

B. Except as modified by governing codes, CONTRACTOR shall comply with the applicable provision and recommendations of ANSI A10.

1.04 SUBMITTALS

A. CONTRACTOR shall submit a written request to OWNER well in advance of executing any cutting or alteration, which affects the following:

1. Work of OWNER, adjacent Property Owner(s), PennDOT or any separate

CONTRACTOR.

2. Structural values or integrity of any element of the project.

3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems.

4. Efficiency, operational life, maintenance, or safety of operational elements.

5. Visual qualities of sight-exposed elements.

B. The request shall include:

1. Description of affected Work.

2. The necessity for cutting, patching, or alteration.

3. Effect on Work of OWNER or any separate CONTRACTOR, or on the structural or weatherproof integrity of the project.

4. Description of proposed Work to include:

a. Scope of cutting, patching, or alteration.

b. Trades who will execute the Work.

c. Products proposed to be used.

d. Extent of refinishing to be done.

5. Written permission of any separate CONTRACTOR whose Work will be affected.

C. Submit written notice to OWNER designating the date and the time the Work will be uncovered or executed.

1.05 SCHEDULING AND COORDINATION

A. All Work under this Section shall be coordinated with OWNER's Work forces and those of other CONTRACTORS and shall be accomplished at times acceptable to OWNER.

B. Before starting any Work relating to existing utilities (electrical, sewer, water, heat, gas, fire lines, etc.) that will temporarily discontinue or disrupt service, notify ENGINEER and OWNER and obtain OWNER's approval before proceeding with this phase of the Work.

Temporary facilities, if required, shall be in place prior to disruption of service.

PART 2 PRODUCTS

2.01 NEW MATERIALS

A. For replacement of Work removed, CONTRACTOR shall use materials which comply with the pertinent Sections of these Specifications.

PART 3 EXECUTION

3.01 SURFACE CONDITIONS

A. Inspection:

1. Inspect existing conditions, including elements subject to movement or damage, prior to the Bid and during cutting, excavating, patching, and backfilling.

2. Identify all existing utilities, protect and maintain service to occupied areas in accordance with GENERAL REQUIREMENTS Section 01141 – SITE

INVESTIGATION.

3. After uncovering the Work, inspect conditions affecting installation of new Work.

B. Discrepancies:

1. If uncovered conditions are not as anticipated, immediately notify in writing the Consultant or the ENGINEER and secure needed directions.

2. Do not proceed until unsatisfactory conditions are corrected.

3.02 PREPARATION AND PROTECTION

A. CONTRACTOR shall provide temporary bracing, shoring, needling, and support of the structure during alterations Work as necessary to prevent collapse, settling, or deflection, and to protect persons and property from injury or damage.

B. Temporary supports must adequately carry all existing and imposed load.

C. CONTRACTOR shall provide and maintain temporary protection of surface finishes, equipment, and adjacent Work designated to remain where demolition, removal, and new Work is being done, connections are being made, materials are being handled, or equipment is being removed.

D. CONTRACTOR shall provide temporary partitions or barriers to contain all dust, dirt and debris from entering into finished areas.

E. CONTRACTOR shall provide adequate fire protection in accordance with local Fire Department requirements.

F. CONTRACTOR shall provide waterproofing, weather protection, heat, and other facilities for that portion of the Work which may be exposed by cutting and patching, demolition, or other alterations.

3.03 PERFORMANCE

A. Perform required excavating and backfilling as required under other pertinent Sections of the Project Manual.

1. Perform cutting and demolition by methods which will prevent damage to other portions of the Contracted Work and provide proper surfaces to receive a proper installation of repair and new Work.

2. Perform fitting and adjusting of Products to provide finished installation complying with the specified tolerances and finishes noted in the Technical Sections of the Project Manual.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible, review proposed procedures with the original installer. If CONTRACTOR does not concur with the original installer’s recommendations, CONTRACTOR shall notify the ENGINEER and request instructions.

1. In general, where cutting is required, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Impact tools are not to be used in the building. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces or spaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. Use methods or locations that could avoid cutting the rebars. All cut rebars, approved by the ENGINEER, shall be rounded off any sharp edges and dabbed with a coat of protective coating against rusting.

4. Comply with requirements of applicable Sections of Division 2 where cutting and patching requires excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated, or abandoned. Cut-off pipe or conduit in walls, partitions, or floor slabs to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after bypassing and cutting. No existing service shall be interrupted, in accordance with Section 01140 – CONTRACTOR’S USE OF THE PREMISES of the GENERAL REQUIREMENTS.

6. Unless specified otherwise, all cut floor or roof wooden…