BID_SPECS.pdf

Orange County

Correctional Facility

Rec Yards and Security Cameras, Genesis, Phoenix, E, and F Buildings

TABLE OF CONTENTS SECTION 00010-1 of 2

DIVISION 0 PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 Table of Contents

DIVISION 01 GENERAL REQUIREMENTS

01010 Summary of Work

01027 Application for Payment

01035 Modification Procedures

01040 Coordination

01045 Cutting and Patching

01095 Reference Standards and Definitions

01200 Project Meetings

01300 Submittals

01400 Quality Control

01500 Construction Facilities and Temporary Controls

01600 Material and Equipment

01631 Substitutions

01700 Contract Closeout

01740 Warranties

DIVISION 26 ELECTRICAL

260500 Common Work Results for Electrical

260501 Investigation of Existing Electrical Systems

260519 Low-Voltage Electrical Power Conductors and Cables

260526 Grounding and Bonding for Electrical Systems

260529 Hangers and Supports for Electrical Systems

260533 Raceways and Boxes for Electrical Systems

260553 Identification for Electrical Systems

262726 Wiring Devices

DIVISION 27 COMMUNICATIONS

272626 Data Communications Integration

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TABLE OF CONTENTS SECTION 00010-2 of 2

DIVISION 31 SITE WORK

312100 Site Clearing

312200 Earthwork

312210 Earthwork - Underground Utilities

312214 Pavement Removal and Replacement

312270 Erosion & Sedimentation

312510 Subgrade Stabilization

312512 Limerock

312513 Asphalt Concrete Paving

312520 Portland Cement Concrete Paving

312577 Pavement Markings

312580 Concrete Curbs and Walks

312720 Storm Sewage Systems

312831 Chain Link Fencing and Gates

END OF SECTION 00010

Rec Yards and Security Cameras, Genesis, Phoenix, E, and F Buildings

SUMMARY OF WORK 01010-Page 1 of 3

SECTION 01010- SUMMARY OF WORK

PART 1 - GENERAL

1.1 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.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Project consists of a general contract for the work as indicated on the drawings.

1. Project Location:

CORRECTIONS REC YARDS, GENESIS, PHOENIX, E, AND F BUILDINGS

3723 VISION BOULEVARD

ORLANDO, FLORIDA 32839

B. The Work includes, but not limited to re-surfacing the 4 rec yards and modifying the associated drainage control and adding 2 security cameras at each building and on 4 poles between the outer perimeter fences.

C. The Work will be constructed under a single prime contract.

1.3 CONTRACTOR USE OF PREMISES

A. General: During the construction period the Contractor shall have use of parts of the premises, including use of parts of the site, by Phase for construction operations,. The

Contractor's use of the premises is limited by the Owner's right of working in other portions of the Project site.

1.4 OWNER’S RIGHT TO ACCESS FOR OBSERVATION OR OTHER WORK

A. The Owner reserves the right of access to any part of the Work area, at any time, for the purpose of observation, or to install other work, either with its own forces or with other.

1. The Owner will continue to operate in other parts of the building, as work under this contract is preformed, and claims for additional compensation by the Contractor because of such access or work will not be considered.

B. Cooperate with the Owner during Owner’s access for observation of work, and coordinate work with the Owner’s requirements.

1.5 PREMIUM TIME WORK

A. Premium time and overtime work within the scope of the Project shall be deemed to be included in the Contract Price and the responsibility of the Contractor, with no claims for

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SUMMARY OF WORK 01010-Page 2 of 3 such time recognized as legitimate Contract Price change.

1.6 BUILDING / SITE SECURITY

A. The building shall be secured from unwarranted entry at the end of each workday.

B. Authorization to Access Corrections Compound - 2015

1. All contractors and vendors must submit a Security Access Request for every person they want to have working on the Corrections Compound.

2. The Access will be provided to the awarded bidder. This must be completed and emailed as directed on the form. Notification of the approved personnel will be made within 5-7 days of submitting the properly executed form.

3. Please be advised:

4. If an active warrant is in the system the person will not be permitted to work on the

Corrections Compound and law enforcement will be notified.

5. No persons can be on active community supervision to include those on active probation/parole, Home Confinement or those currently residing in a Work Release

Facility.

6. Persons can have no previous convictions related to theft, violence, or drugs. They will not be allowed to work on the Corrections Compound.

7. Please be sure your personnel and subcontractors are aware of these regulations. To save time and effort, please do not submit information on individuals unless you are fairly certain these stipulations can be met.

8. The below procedure is in conjunction with submitting a completed OP-26 form for initial compound access to Willie.Bush@ocfl.net:

i. OCCD CJIS statement: Construction Contractors, Specialty Technicians, and all personal who perform work inside the secured compound that will take longer than five (5) calendar days will submit to a level 2 criminal background check.

Passing this initial background check will allow contractors to have escorted access to the compound. Projects that will exceed 30 calendar days will need to have sufficient personnel CJIS compliant to ensure at least one CJIS compliant person will be onsite during the project. Becoming CJIS compliant will allow a contractor to be unescorted on the compound but not the secure facilities. A

CJIS compliant vendor would be able to escort contractors on the same job within the designated work area. The CJIS compliance candidate can visit bestjail.com and select the “CJIS Compliance” tab and follow the instructions for

“Vendor/Volunteer Compliance” for the training class.

ii. Once the training is completed, they will need to proceed down the page to access required links and schedule their appointment for Fingerprinting with

Human Resources. Please follow all instructions given in each section to ensure you are qualified to access the compound.

C. Rules For Working On The Corrections Compound - 2015

1. Carry a valid ID at all times.

2. Only authorized employees from a company are allowed to work at a job site.

WORK RELEASE INMATES ARE NOT AUTHORIZED TO WORK ON ANY

JAIL PROJECT.

3. Wear your contractor issued ID on the collar of your shirt at all times while on the mailto:Willie.Bush@ocfl.net

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SUMMARY OF WORK 01010-Page 3 of 3 jail compound. This will be issued to each employee at the North Perimeter Building and will only be given upon surrendering a valid ID.

4. If the contractor ID is lost, report it immediately to your point of contact.

5. The use of all tobacco products is prohibited on Orange County Property. (This includes chewing tobacco, dip, snuff etc).

6. No hats or sunglasses are allowed inside any jail.

7. Only one (1) contractor cell phone is allowed inside the facility unless authorized by

Corrections.

8. Vehicles are to be parked in authorized areas only, have all windows rolled up, all doors locked, and the provided “club” installed on the steering wheel at all times.

9. At no time are contractors allowed to leave keys in unattended equipment such as lifts or lulls.

10. All contents within any authorized company vehicles entering or exiting the jail compound must be inventoried and searched, bring in only what you must to expedite this process.

11. During breaks, if you leave an area, all tools including ladders must be removed. Do not leave clothing unattended (jackets, etc).

12. If utility services are going to be impacted ensure it is properly scheduled. If unplanned utility services are impacted, report it immediately to your point of contact.

13. Inside a jail, if it becomes necessary to cut into walls, ceilings, floors, or ducts, ensure your point of contact knows prior to this taking place. If an opening must remain beyond the work day, secure any temporary penetrations made in any walls, ceilings, floors or ducts with, at a minimum, ¾” plywood or steel, using security fasteners that cannot be easily removed.

14. At the end of the workday, ensure you have collected all tools and debris. Conduct an inspection of all areas you have worked ensuring you have all tools accounted for.

15. No illegal drugs or drug paraphernalia are allowed on the compound.

16. No alcohol is allowed on the jail compound nor are contractors allowed to work on the compound if they have consumed any alcohol.

17. No weapons, guns or ammunition, are allowed on the compound.

18. No inmate interaction is permitted. This includes talking to or giving or receiving anything.

19. Only use storage areas approved at the beginning of the job unless otherwise permitted by Corrections.

20. No corrections employee can change the scope of your work; only the Capital

Projects PM.

PART 2 - PRODUCTS - (Not Used)

PART 3 – EXECUTION - (Not Used)

END OF SECTION 01010

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APPLICATIONS FOR PAYMENT 01027-Page 1 of 4

SECTION 01027 - APPLICATIONS FOR PAYMENT

PART 1 - GENERAL

1.1 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.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements governing the

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 "Submittals."

1.3 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values 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 allowances.

e. Schedule of alternates.

f. List of products.

g. List of principal suppliers and fabricators.

h. Schedule of submittals.

2. Submit the Schedule of Values to the County’s designated Representative and

Architect at the Pre-Construction meeting.

B. Format and Content: Use the County form

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

Values:

a. Project name and location.

b. Name of the Architect.

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APPLICATIONS FOR PAYMENT 01027-Page 2 of 4

c. Project number.

d. Contractor's name and address.

e. Date of submittal.

f. Change Orders shall be added as they are approved.

2. 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. 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. Materials shall be stored on-site only to be included in the Application for

Payment.

5. 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.

6. Margins of Cost: Show line items for indirect costs and margins on actual costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the

Schedule of Values or distributed as general overhead expense, at the

Contractor's option.

1.4 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect 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 is the period indicated in the Agreement.

C. Payment-Application Forms: Use County form for Applications for Payment.

D. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. The

Architect will return incomplete applications without action.

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APPLICATIONS FOR PAYMENT 01027-Page 3 of 4

1. Entries shall match data on the Schedule of Values and the Contractor's Construction

Schedule.

2. Change Orders amounts may only be shown on the Application for Payment when they are fully executed and approved by the County.

E. A field review shall be made by the Owner, Architect and the General Contractor one week before Final copies are transmitted to the Architect for his recommendation to the Owner.

The Application for Payment shall only include work completed and materials used or stored on site as of the time and date of the field review.

F. Transmittal: Submit 5 signed and notarized original copies of each Application for

Payment.

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

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

a. Occupancy permits and similar approvals.

b. Test/adjust/balance records.

c. Equipment demonstrations.

d. Final cleaning.

e. Keys.

H. 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. Removal of temporary facilities and services.

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

8. Warranties (guarantees) and maintenance agreements.

9. Maintenance instructions.

10. Meter readings.

11. Contractor’s release of lien (on County form)

12. Sub-Contractor’s and supplier’s release of lien

13. Consent of Surety (dated and notarized)

14. Power-of-Attorney (dated and notarized)

15. Asbestos-Free statement on Contractor’s letterhead (dated and notarized)

PART 2 - PRODUCTS - (Not Used)

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APPLICATIONS FOR PAYMENT 01027-Page 4 of 4

PART 3 - EXECUTION - (Not Used)

END OF SECTION 01027

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MODIFICATION PROCEDURES 01035-Page 1 of 2

SECTION 01035 – MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 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.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing contract modifications.

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

1. Section 01300 "Submittals" for requirements for the Contractor's Construction

Schedule.

2. Section 01027 "Applications for Payment" for administrative procedures governing

Applications for Payment.

3. Division 1 Section "Product Substitutions" for administrative procedures for handling requests for substitutions made after award of the Contract.

1.3 MINOR CHANGES IN THE WORK

A. The Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or Contract Time, on Architect’s standard

Supplemental Instructions form.

1.4 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: The Architect will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract

Time. If necessary, the description will include supplemental or revised Drawings and

Specifications.

1. Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change.

2. Within 14 days of receipt of a proposal request, submit an estimate of cost necessary to execute the change to the Architect for the Owner's review.

a. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time.

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MODIFICATION PROCEDURES 01035-Page 2 of 2

B. Contractor-Initiated Proposals: When latent or unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect.

1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time.

2. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section "Product Substitutions" if the proposed change requires substitution of one product or system for a product or system specified.

5. Contractor-initiated proposals shall be submitted within 15 days of the event causing the change.

C. Proposal Request Form: Use forms which will be provided by the Architect. Sample copies are included at the end of this Section.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive. The

Construction Change Directive instructs the Contractor to proceed with a change in the

Work, for subsequent inclusion in a Change Order.

1. The Construction Change Directive contains a complete description of the change in the Work. It also designates the method to be followed to determine change in the

Contract Sum or Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.7 CHANGE ORDER PROCEDURES

A. On the County’s standard form.

PART 2 - PRODUCTS - (Not Used)

END OF SECTION 01035

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COORDINATION 01040-Page 1 of 3

SECTION 01040 - COORDINATION

PART 1 - GENERAL

1.1 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.

1.2 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures.

2. Conservation.

3. Coordination Drawings.

4. Administrative and supervisory personnel.

5. Cleaning and protection.

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

1. Division 1 Section "Project Meetings" for progress meetings, coordination meetings, and preinstallation conferences.

2. Division 1 Section "Submittals" for preparing and submitting the Contractor's

Construction Schedule.

3. Division 1 Section "Materials and Equipment" for coordinating general installation.

4. Division 1 Section "Contract Closeout" for coordinating contract closeout.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule 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. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make 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.

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COORDINATION 01040-Page 2 of 3

1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities 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 closeout activities.

D. Conservation: Coordinate construction operations 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.

1.4 SUBMITTALS

A. 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."

PART 2 - PRODUCTS - (Not Used)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: 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.

3.2 CLEANING AND PROTECTION

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COORDINATION 01040-Page 3 of 3

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: Supervise 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. Rodent and insect infestation.

18. Combustion.

19. Electrical current.

20. High-speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

END OF SECTION 01040

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CUTTING AND PATCHING 01045-Page 1 of 5

SECTION 01045 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 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.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for cutting and patching.

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

1. Section 01040 "Coordination" for procedures for coordinating cutting and patching with other construction activities.

2. Section 02220 “Demolition” for selected demolition of portions of the site when required by the Contract Documents.

3. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1.3 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures well in advance of the time cutting and patching will be performed if the Owner requires approval of these procedures before proceeding. Request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required. Show how it will be performed and indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching will be performed.

5. Utilities: List utilities that cutting and patching procedures will disturb or affect.

List utilities that will be relocated and those that will be temporarily out-of-service.

Indicate how long service will be disrupted.

6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure.

7. Approval by the Architect to proceed with cutting and patching does not waive the

Architect's right to later require complete removal and replacement of unsatisfactory work.

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CUTTING AND PATCHING 01045-Page 2 of 5

1.4 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements:

a. Foundation construction.

b. Bearing and retaining walls.

c. Structural concrete.

d. Structural steel.

e. Lintels.

f. Timber and primary wood framing.

g. Structural decking.

h. Stair systems.

i. Miscellaneous structural metals.

j. Exterior curtain-wall construction.

k. Equipment supports.

l. Piping, ductwork, vessels, and equipment.

m. Structural systems of special construction in Division 13 Sections.

B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

a. Primary operational systems and equipment.

b. Air or smoke barriers.

c. Water, moisture, or vapor barriers.

d. Membranes and flashings.

e. Fire protection systems.

f. Noise and vibration control elements and systems.

g. Control systems.

h. Communication systems.

i. Electrical wiring systems.

j. Operating systems of special construction in Division 13 Sections.

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction cut and patched in a visually unsatisfactory manner.

1. If possible retain the original Installer or fabricator to cut and patch the exposed

Work listed below. If it is impossible to engage the original Installer or fabricator, engage another recognized experienced and specialized firm.

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CUTTING AND PATCHING 01045-Page 3 of 5

a. Processed concrete finishes.

b. Roofing.

c. Ornamental metal.

d. Preformed metal panels.

e. Firestopping.

f. Window wall system.

g. Stucco and ornamental plaster.

h. Acoustical ceilings.

i. Terrazzo.

j. Finished wood flooring.

k. Fluid-applied flooring.

l. Carpeting.

m. Aggregate wall coating.

n. Wall covering.

o. HVAC enclosures, cabinets, or covers.

1.5 WARRANTY

A. Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. The Architects approval is required for materials which are to be used that are not identical to existing. Use materials whose installed performance will equal or surpass that of existing materials.

B. Plaster: Comply with ASTM C 842.

1. Base Coat: Ready-mixed, sand aggregate gypsum plaster base.

2. Finish Coat: Ready-mixed gypsum finish plaster.

PART 3 - EXECUTION

3.1 INSPECTION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding.

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CUTTING AND PATCHING 01045-Page 4 of 5

1. Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage.

Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them.

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original

Installer; comply with the original Installer's recommendations.

1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Concrete shall be cut square. Tile, brick, cement masonry, etc. shall be cut at joints. Cut holes and slots as small as possible, neatly to size required, and 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.

3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond-core drill.

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

5. Where services are required to be removed, relocated, or abandoned, by-pass utility services, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe

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CUTTING AND PATCHING 01045-Page 5 of 5 or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

6. Remove full tile, brick, cement masonry units, etc., toothing if required, and replace with full uncut replacement materials.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removing walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch after the area has received primer and second coat.

4. Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance.

D. Plaster Installation: Comply with manufacturer's instructions and install thickness and coats as indicated.

1. Unless otherwise indicated, provide 3-coat work.

2. Finish gypsum plaster to match existing adjacent surfaces. Sand lightly to remove trowel marks and arises.

3. Cut, patch, point-up, and repair plaster to accommodate other construction.

3.4 CLEANING

A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition.

END OF SECTION 01045

REFERENCE STANDARDS AND DEFINITIONS 01095-Page 1 of 4

Correctional Facility

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SECTION 01095 - REFERENCE STANDARDS AND DEFINITIONS

PART 1 - GENERAL

1.1 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.

1.2 DEFINITIONS

A. General: Basic contract definitions are included in the Conditions of the Contract.

B. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on the Drawings; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. Location is not limited.

C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved,"

"required," and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases.

D. "Approved": The term "approved," when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract.

E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

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

G. "Install": The term "install" describes operations at the Project site including the actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

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

I. "Installer": An installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, who performs a particular construction activity including installation, erection, application, or similar operations.

Installers are required to be experienced in the operations they are engaged to perform.

1. The term "experienced," when used with the term "installer," means having successfully completed a minimum of 5 previous projects similar in size and scope to

REFERENCE STANDARDS AND DEFINITIONS 01095-Page 2 of 4

Correctional Facility

Rec Yards and Security Cameras, Genesis, Phoenix, E, and F Buildings this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction.

2. Trades: Using terms such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name.

3. Assigning Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling contract requirements remains with the

Contractor.

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

J. "Project site" is the space available to the Contractor for performing construction activities, either exclusively or in conjunction with others performing work as part of the Project. The extent of the Project site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.

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

1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-division format and "MasterFormat" numbering system.

B. Specification Content: These Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be interpolated as the sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by the

Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

REFERENCE STANDARDS AND DEFINITIONS 01095-Page 3 of 4

Correctional Facility

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1.4 INDUSTRY STANDARDS

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

B. Publication Dates: Comply with the standards in effect as of the date of the Contract

Documents.

C. Conflicting Requirements: Where compliance with 2 or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the Architect for a decision before proceeding.

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

D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, the

Contractor shall obtain copies directly from the publication source and make them available on request.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to Gale Research Inc.'s "Encyclopedia of

Associations," which is available in most libraries.

1.5 SUBMITTALS

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

Work.

REFERENCE STANDARDS AND DEFINITIONS 01095-Page 4 of 4

Correctional Facility

Rec Yards and Security Cameras, Genesis, Phoenix, E, and F Buildings

END OF SECTION 01095

Rec Yards and Security Cameras, Genesis, Phoenix, E, and F Buildings

PROJECT MEETINGS 01200-Page 1 of 4

SECTION 01200 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Section 00800, Supplementary

Conditions and other Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following:

1. Preconstruction conferences.

2. Pre-installation conferences.

3. Progress meetings.

4. Coordination meetings.

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

1. Section 01040 "Coordination" for procedures for coordinating project meetings with other construction activities.

2. Section 01300 "Submittals" for submitting the Contractor's Construction Schedule.

3. Review each Section of the Specifications for requirements for Preinstallation

Conferences.

1.3 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference shall be held before the starting of construction, at a time convenient to the Owner and the Architect, but no later than 20 days after execution of the

Agreement. Hold the conference at the Project Site or another convenient location.

Conduct the meeting to review responsibilities and personnel assignments.

B. Attendees: Authorized representatives of the Owner, Architect, and their consultants; the

Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

C. Agenda: Discuss items of significance that could affect progress, including the following:

1. Attendance List.

2. Introductions.

3. Notice to Proceed issued.

4. Access to site.

5. Temporary Facilities.

6. Schedules.

7. Coordination with Owner\Occupants\Sub-Contractors.

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PROJECT MEETINGS 01200-Page 2 of 4

8. Responsibility to protect existing Property.

9. Contractor responsible for security of tools and equipment.

10. Contractor responsible for safety on the job.

11. Job Superintendent on site at all times work in progress.

12. Scope of work, base bid and accepted alternates.

13. Use of standard forms.

14. No change in Contract scope, time, or amount without change order.

15. Application for Payment.

16. Salvage Materials.

1.4 PREINSTALLATION CONFERENCES

A. The General Contractor shall conduct a pre-installation conference at the Project Site before each construction activity is started to coordinate all trades without conflicts arising.

B. Attendees: The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the

Architect of scheduled meeting dates.

1. Review the progress of other construction activities and preparations for the particular activity under consideration at each pre-installation conference, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Shop Drawings, Product Data, and quality-control samples.

g. Review of mockups.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's recommendations.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities.

q. Space and access limitations.

r. Governing regulations.

s. Safety.

t. Inspecting and testing requirements.

u. Required performance results.

v. Recording requirements.

w. Protection.

2. Record significant discussions and agreements and disagreements of each conference, and the approved schedule. Distribute the record of the meeting to everyone concerned within 3 days of each meeting and include copies to the Owner and the Architect.

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PROJECT MEETINGS 01200-Page 3 of 4

3. Do not proceed with the installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date.

1.5 PROGRESS MEETINGS

A. Progress meetings shall be conducted by the County’s Designated Representative at regular intervals. The date and time for these meetings shall be determined at the Pre-Construction meeting. Generally, Progress meetings are held weekly during the first third of construction bi-weekly during the middle third of construction and weekly during the last third f construction.

B. Attendees: In addition to representatives of the Owner and the Architect, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of…