5-26KP06 Bingham HS Transformer Replacement - Project Manual.pdf

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Attached to
Bingham High School - Transformer Relocation
Solicitation number
26KP06
Issued by
Salt Lake County, Utah

About this file

This is a Project Manual for the Bingham High School Relocate West Utility Transformer, a construction project issued by the Jordan School District in South Jordan, Utah, in conjunction with Rocky Mountain Power (RMP). The project involves the disconnection and removal of service feeders from an existing utility transformer, demolition and preparation of the existing pad, and coordination with RMP to re-route the primary feed and install a new transformer with new service feeders to the main electrical switchgear. The work is defined by comprehensive contract documents including drawings, specifications, and general conditions following AIA standards. The project will be constructed under three separate prime contracts utilizing one specification and three sets of drawings. The Contract includes a $20,000 contingency allowance for use according to the Owner's written instructions. Work must be coordinated with the Jordan School District to minimize disruption to school operations, with construction activities limited to hours agreed upon with facility administration and no interruption to utilities serving occupied facilities without advance notice and temporary utility services. All work must comply with NEC standards, NEMA requirements, and applicable Utah codes and regulations.

The project specifications establish detailed requirements for electrical work including service entrance equipment, switchgear and switchboards (AC dead-front types rated at 600V), overcurrent protective devices, surge protective devices, grounding systems, conduit and raceways, electrical identification, seismic control systems, and demolition of existing electrical infrastructure. All equipment must be UL-listed and properly sized per the drawings and schedules. Contractors must submit detailed submittals including shop drawings, product data, and specifications for review and approval by the Electrical Engineer (RESOLUT, located at 181 East 5600 South, Murray, Utah) at least 15 days prior to required installation. Field quality control testing is required for all electrical systems prior to energization, including insulation resistance testing, continuity checks, and functional demonstrations. The Project Manual specifies AIA contract documents including General Conditions (A201-2017), Bid Bond (A310-2010), Performance Bond (A312-2010), and standard forms for change orders, payment applications, and substantial completion certificates. Contractors are required to provide comprehensive Operation and Maintenance Manuals, warranty documentation, and project record drawings upon completion.

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( 8 0 1 ) 5 3 0 - 3 1 4 8 r e s o l u t g r o u p . c o m i n f o @ r e s o l u t g r o u p . c o m

PROJECT MANUAL

FOR THE

BINGHAM HIGH SCHOOL

RELOCATE WEST UTILITY TRANSFORMER

2160 WEST SOUTH JORDAN PARKWAY, SOUTH JORDAN, UT

FOR THE

BOARD OF EDUCATION

JORDAN SCHOOL DISTRICT

BID NUMBER:

DECEMBER 2025

21160 60

TI

PARKW160

( 8 0 1 ) 5 3 0 - 3 1 4 8 r e s o l u t g r o u p . c o m i n f o @ r e s o l u t g r o u p . c o m

BLANK PAGE

JORDAN SCHOOL DISTRICT � BINGHAM HS

RELOCATE WEST UTILITY TRANSFORMER DECEMBER 2025

Project Directory 00 0002 - 1

PROJECT DIRECTORY

PROJECT: BINGHAM HIGH SCHOOL � RELOCATE WEST UTILITY TRANSFORMER:

2160 South Jordan Parkway, South Jordan, UT

OWNER: JORDAN SCHOOL DISTRICT

7959 South Redwood Road West Jordan, Utah Ian Roberts (801) 834-7867

ELECTRICAL RESOLUT

ENGINEER: 181 East 5600 South Murray, Utah 84120 801 530 3148 Drayton Bailey dbailey@resolutgroup.com Brian Ramos bramos@resolutgroup.com

RELOCATE WEST UTILITY TRANSFORMER DECEMBER 2025

Project Directory 00 0002 - 2

RELOCATE WEST UTILITY TRANSFORMER DECEMBER 2025

INDEX

DIVISION AND SECTION TITLE

AIA CONTRACT DOCUMENTS

A201-2017 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

A310-2010 BID BOND

A312-2010 PERFORMANCE BOND

A701-2018 INSTRUCTIONS TO BIDDERS

G701-2017 CHANGE ORDER

G702-1992 APPLICATION & CERTIFICATION FOR PAYMENT

G704-2017 CERTIFICATE OF SUBSTANTIAL COMPLETION

G706A-1994 CONTRACTORS AFFIDAVIT OF RELEASE OF LIENS

G707-1994 CONSENT OF SURETY TO FINAL PAYMENT

G710-2017 ARCHITECT�S SUPPLEMENTAL INSTRUCTIONS

G714-2017 CONSTRUCTION CHANGE DIRECTIVE

DIVISION 1

SECTION 01 10 00 SUMMARY

SECTION 01 11 40 WORK RESTRICTIONS

SECTION 01 17 70 CLOSEOUT PROCEDURES

SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES

SECTION 01 29 00 PAYMENT PROCEDURES

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 41 00 DEMOLITION

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

DIVISION 26

SECTION 26 05 00 ELECTRICAL GENERAL PROVISIONS

SECTION 26 05 02 ELECTRICAL SUBMITTALS & SPARE PARTS

SECTION 26 05 19 CONDUCTORS AND CABLES

SECTION 26 05 26 GROUNDING

SECTION 26 05 29 SUPPORTING DEVICES

SECTION 26 05 32 CONDUIT RACEWAYS

SECTION 26 05 33 ELECTRICAL BOXES AND FITTINGS

SECTION 26 05 48 ELECTRICAL SEISMIC CONTROL

SECTION 26 05 53 ELECTRICAL IDENTIFICATION

SECTION 26 2713 SERVICE ENTRANCE

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SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: BINGHAM HIGH SCHOOL -

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2160 West South Jordan Parkway, South Jordan, UT

B. Owner: JORDAN SCHOOL DISTRICT 7959 South Redwood Rd.

West Jordan, Utah Ian Roberts (801) 834-7867

C. Electrical Engineer: RESOLUT 181 East 5600 South Murray, Utah 84120 801 530 3148 Drayton Bailey dbailey@resolutgroup.com Brian Ramos bramos@resolutgroup.com

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The utility transformer located on the west end of the school requires replacement. In conjunction with Rocky Mountain Power (RMP) the transformer will be replaced and new service feeder will be provided into the main switchgear. The work is defined by the Contract Documents and consists of the following:

1. Disconnect and remove service feeders from the existing utility transformer to the existing main electrical switchgear.

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SUMMARY 01 1000 - 2

2. Demo and prepare existing pad for installation of a new transformer as described.

3. Coordinate with RMP and re-route primary feed from HV switch to the transformer and from transformer to existing switchgear.

A. Allowances.

1. Provide a contingency allowance of $20,000. The allowance is to be used according to owner�s written instructions.

B. Type of Contract.

1. Project will be constructed under three separate prime contracts as described, utilizing one specification and three sets of drawings containing the information.

1.4 ACCESS TO SITE

A. General: Contractor shall have limited use of Project sites for construction operations as indicated on the Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Sites: Limit use of Project sites to work required as indicated. Do not disturb portions of Project sites beyond areas in which the Work is required.

1. Limits: Confine construction operations to designated areas necessary for the completion of the work.

2. Driveways, Walkways, Entrances, Corridors, Classrooms, Commons Areas and any space occupied by district personnel, faculty and/or students: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Do not block or interrupt Corridors, Classrooms, Commons Areas and any space occupied by district personnel, faculty and/or students at any time during school hours. Coordinate with the district and facility office personnel if blockage of the areas listed above is required after school hours.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations. Limit deliveries to only materials associated with each individual facility. Schedule occupancy of Corridors, Classrooms, Commons Areas and any space occupied by district personnel, faculty and/or students with the principal or director of each facility for ability to occupy with no interruption.

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

C. Condition of Existing Building: Maintain portions of existing buildings affected by construction operations and clean up excess materials and debris in each area as required to limit interruption of operations in the facility while occupying the facility. Repair damage caused by construction operations.

1.5 COORDINATION WITH OCCUPANTS

A. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with

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SUMMARY 01 1000 - 3

completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

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

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.

3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.6 WORK RESTRICTIONS

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

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

B. On-Site Work Hours: Limit work in the existing buildings to hours agreed upon with the administration of each facility and a designated representative of the Owner. Coordinate availability with the Owner representative.

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

1. Notify Engineer not less than two days in advance of proposed utility interruptions.

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

1. Notify Engineer not less than two days in advance of proposed disruptive operations.

2. Obtain Engineer's written permission before proceeding with disruptive operations.

E. Nonsmoking Building: Smoking is not permitted within the building or on school property. This includes vaping.

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

1.7 SPECIFICATION AND DRAWING CONVENTIONS

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

These conventions are as follows:

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

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SUMMARY 01 1000 - 4

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

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

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

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

2. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1000

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WORK RESTRICTIONS 01 140-1

SECTION 01140 - WORK RESTRICTIONS

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 USE OF PREMISES

A. Use of site. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the work is indicated.

1. Limits: Confine construction operations to immediate area of the work of this contract as shown on Drawings.

2. Owner Occupancy: Allow for owner occupancy of existing facility.

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

B. Use of Existing Building: Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.3 OCCUPANCY REQUIREMENTS

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

PART 2 - PRODUCTS (NOT USED)

PART 3 � EXECUTION (NOT USED)

END OF SECTION 01 140

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WORK RESTRICTIONS 01 140-2

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CLOSEOUT PROCEDURES 01770-1

SECTION 01770 - CLOSEOUT 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 includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Observation procedures.

2. Project Record Documents.

3. Operation and Maintenance Manuals.

4. Warranties.

5. Instruction of Owner�s personnel.

6. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting review for determining date of Substantial Completion, complete the following:

1. Prepare a list of items to be completed and corrected (punch list), the values of items on the list, and reasons why the Work is not complete.

2. Prepare and submit Project record Documents, Operation and Maintenance Manuals, and similar final record information.

3. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer�s name and model number where applicable.

4. Complete startup testing of systems.

5. Submit test records.

6. Complete final cleaning requirements.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final observation for determining date of Final Completion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section �Payment Procedures�.

2. Submit certified copy of Engineer�s Substantial Completion review list of items to be completed or corrected (punch list), endorsed and dated by Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Instruct Owner�s personnel inn operation, adjustment, and maintenance of, equipment, and systems.

1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needed correction.

1.6 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect

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CLOSEOUT PROCEDURES 01770-2

Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Engineer�s reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Mark important additional information that was either shown schematically or omitted from original drawings.

4. Note Construction Change Directive numbers, Change order numbers, alternate numbers and similar identification where applicable.

C. Identify and date each Record Drawing; include the designation �PROJECT RECORD DRAWING� in a prominent location. Organize into manageable sets; bind set with durable paper cover sheets. Include identification on cover sheets.

D. Record Specifications: Submit one copy of Project Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda and contract modifications.

E. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data.

1.7 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data:

a. Emergency instruction and procedures.

b. System, subsystem, and equipment descriptions, including operating standards.

c. Operating procedures, including startup, shutdown, seasonal, and weekend operations as applicable.

d. Description of controls and sequence of operations.

2. Maintenance Data:

a. Manufacturer�s information, including list of spare parts.

b. Name, address, and telephone number of Installer or supplier.

c. Maintenance procedures.

d. Maintenance and service schedules for preventive and routine maintenance.

e. Maintenance record forms.

f. Copies of maintenance service agreements.

g. Copies of warranties and bonds.

B. Organize operation and maintenance manuals into suitable sets of manageable size.

Bind and index in heavy duty, 3 ring, vinyl covered, loose leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversize sheets. Identify each binder on front and spine with the printed title �OPERATION AND MAINTENANCE MANUAL�, Project name, and subject matter of contents.

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CLOSEOUT PROCEDURES 01770-3

1.8 WARRANTIES

A. Submittal time: Submit written warranties on request of Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

PART 2 � PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or that might damage finished surfaces

PART 3 � EXECUTION

3.1 DEMONSTRATION AND TRAINING

A. Instruction: Instruct Owner�s personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.

3.2 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer�s written instructions.

C. Comply with safely standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner�s property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 01 770

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CLOSEOUT PROCEDURES 01770-4

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CONTRACT MODIFICATION PROCEDURES 012600 - 1

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. Engineer will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, " Supplemental Instructions."

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Engineer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

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

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

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Architect.

B. Contractor-Initiated Work Change Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Engineer.

1. Include a statement outlining 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 the Contract Time.

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

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CONTRACT MODIFICATION PROCEDURES 012600 - 2

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

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Division 01 Section "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Work Change Proposal Request Form: Use form acceptable to Engineer.

1.4 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Changes Proposal Request, Engineer will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Work Change Directive: Engineer may issue a Work Change Directive on AIA Document G714. Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

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

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

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 2600

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PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Division 01 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Division 01 Section "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Engineer at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values coordinated with each phase of payment.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items 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 Engineer.

c. Engineer's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Arrange schedule of values consistent with format of AIA Document G703.

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

4. Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

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

6. 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.

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PAYMENT PROCEDURES 012900 - 2

7. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

8. Allowances: Provide a separate line item in the schedule of values for each allowance.

Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.

9. Each item in the schedule of values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit 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 Contractor's option.

10. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Engineer and paid for by Owner.

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

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment, or as provide by the owner.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Engineer will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

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

E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Engineer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of 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. Submittal schedule (preliminary if not final).

5. List of Contractor's staff assignments.

6. List of Contractor's principal consultants.

7. Copies of building permits.

8. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

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PAYMENT PROCEDURES 012900 - 3

9. Initial progress report.

10. Report of preconstruction conference.

11. Certificates of insurance and insurance policies.

G. Application for Payment at Substantial Completion: After Engineer issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

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

H. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706-1994, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A-1994, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707-1994, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 2900

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PAYMENT PROCEDURES 012900 - 4

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PROJECT MANAGEMENT & COORDINATION 01 3100-1

SECTION 01 3100 - PROJECT MANAGEMENT AND 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 provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General project coordination procedures.

2. Conservation.

3. Administrative and supervisory personnel.

4. Project meetings.

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

1. Division 1 Section �Summary� for a description of the Work and responsibility for coordination activities not in this Section.

2. See Specification 01 1770 Closeout Procedures for coordinating Contract closeout.

a. Contractor responsible for assembling and completing all recording drawings required by CYD. Contractor may hire engineer for CAD/Revit and printing services as needed.

1.3 COORDINATION

A. Coordination: Contractor shall coordinate its construction operations with their hired sub-contractors, and entities to ensure efficient and orderly installation of each part of the Work. Additionally, contractor(s) responsible for coordinating with CYD construction department and school personnel.

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

1. Preparation of Contractor�s Construction Schedule.

2. Preparation of the Schedule of Values.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

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

D. Refer and adhere to CYD Project Bid and Construction Timeline.

1.4 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

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

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless indicated.

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

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

3. Minutes: Significant discussions and agreements achieved will be recorded.

Distribute the meeting minutes to everyone concerned, including Owner and subcontractors, within 2 days of meeting.

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction at a time convenient to Owner. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.

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

1. Tentative construction schedule.

2. Designation of responsible personnel.

3. Procedures for processing field decisions and Change Orders.

4. Procedures for processing Application for Payment.

5. Submittal procedures.

6. Use of the premises.

7. Parking availability.

8. Office, work, and storage areas.

9. Security.

10. Working hours.

D. Progress Meetings: Conduct progress and coordination meetings at weekly intervals (or as required) as directed by Owner. Coordinate dates of meetings with preparation of payment requests.

E. Attendees: In addition to representatives of Owner, each subcontractor, supplier, and other entity concerned with current progress on involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. Agenda: review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress.

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

G. Schedule Updating: revise Contractor�s Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

PART 2 � PRODUCTS (Not Used)

PART 3 � EXECUTION (Not Used)

END OF SECTION 01 310

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SUBMITTAL PROCEDURES 013300 - 1

SECTION 01 3300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Requirements:

1. Division 01 Section "Project management and Coordination" for submitting schedules and reports, including

Contractor's construction schedule.

2. Division 01 Section "Closeout Procedures" for submitting record Drawings, record Specifications, and record Product Data.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action.

1.3 ACTION SUBMITTALS

A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Engineer's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals.

1. Engineer will NOT furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings.

a. Engineer makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.

b. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital

Data Licensing Agreement.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

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1.5

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

C. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer.

3. Include the following information for processing and recording action taken:

a. Project name.

b. Date.

c. Name of Engineer.

d. Name of Contractor.

e. Name of subcontractor.

f. Name of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

4. Additional Paper Copies: Unless additional copies are required for final submittal, and unless Engineer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to

Engineer.

1.6

1. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Engineer will discard submittals received from sources other than Contractor.

a. Transmittal Form for Paper Submittals: Use AIA Document G810.

b. Transmittal Form for Paper Submittals: Provide locations on form for the following information:

1) Project name.

2) Date.

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SUBMITTAL PROCEDURES 013300 - 3

3) Destination (To:).

4) Source (From:).

5) Name and address of Engineer.

6) Name of Contractor.

7) Name of firm or entity that prepared submittal.

8) Names of subcontractor, manufacturer, and supplier.

9) Category and type of submittal.

10) Submittal purpose and description.

11) Specification Section number and title.

12) Specification paragraph number or drawing designation and generic name for each of multiple items.

13) Drawing number and detail references, as appropriate.

14) Indication of full or partial submittal.

15) Transmittal number.

16) Submittal and transmittal distribution record.

17) Remarks.

18) Signature of transmitter.

B. Options: Identify options requiring selection by Engineer.

C. Deviations: Identify deviations from the Contract Documents on submittals.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Architect's action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer's action stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements:

1. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies.

2. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Engineer will not return copies.

3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

a. Provide a digital signature with digital certificate on electronically-submitted certificates and certifications where indicated.

b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

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B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. Submit Product Data before or concurrent with Samples.

5. Submit Product Data in the following format:

a. PDF electronic file.

b. Three paper copies of Product Data unless otherwise indicated. Engineer will return two copies.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.

3. Submit Shop Drawings in the following format:

a. PDF electronic file.

b. Three opaque copies of each submittal. Architect will retain two copies; remainder will be returned.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of applicable Specification Section.

3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.

4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

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SUBMITTAL PROCEDURES 013300 - 5

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections.

Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components;

small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Engineer will retain two Sample sets;

remainder will be returned. Mark up and retain one returned Sample set as a project record sample.

1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 3 sets of paired units that show approximate limits of variations.

E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Submit product schedule in the following format:

a. PDF electronic file.

F. Coordination Drawings Submittals: Comply with requirements specified in Division 01 Section "Project Management and Coordination."

G. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation."

H. Application for Payment and Schedule of Values: Comply with requirements specified in Division 01 Section "Payment Procedures."

I. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 01 Section "Closeout Procedures."

J. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person.

Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

K. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

L. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

M. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

N. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

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2.2 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents,…

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