Exhibit_A__20260316DyalWTPOerationsBuildingRemodelBidDocs.pdf

CONTRACT DOCUMENTS

FOR THE CONSTRUCTION OF THE

DYAL WATER TREATMENT PLANT

OPERATIONS BUILDING REMODEL

For information regarding this project, contact:

JOSEPH MARGIO, P.E.

200 SOUTH ORANGE AVENUE

SUITE 900

ORLANDO, FLORIDA 32801

PREPARED FOR

CITY OF COCOA

FLORIDA

VOLUME 1 OF 2

SPECIFICATIONS

Jacobs

BID DOCUMENTS

Project No. D3953000

MARCH 2026

CITY OF COCOA, FLORIDA

COCOA, FL

BIDDING REQUIREMENTS

AND

CONTRACT DOCUMENTS

for the construction of the

DYAL WATER TREATMENT PLANT OPERATIONS

BUILDING REMODEL

Contract No. ________

JACOBS

Orlando, FL

MARCH 2026

© Jacobs Owner Organization 2026. All rights reserved.

Project No. D3953000 Copy No.

DYAL WTP OPERATIONS BUILDING REMODEL

AUTODESK/D395300 TABLE OF CONTENTS

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©COPYRIGHT 2026 JACOBS

TABLE OF CONTENTS

Pages

TECHNICAL SPECIFICATIONS

DIVISION 01—GENERAL REQUIREMENTS

01 11 00 Summary of Work.................................................................... 1- 1 01 29 00 Payment Procedures ................................................................. 1- 7 01 31 13 Project Coordination ................................................................ 1- 7 01 31 19 Project Meetings ...................................................................... 1- 2 01 32 00 Construction Progress Documentation .................................... 1- 7 01 33 00 Submittal Procedures ............................................................... 1- 8

Supplement 1, Form: Transmittal of Contractor’s Submittal .. 1- 1 01 42 13 Abbreviations and Acronyms .................................................. 1- 5 01 43 33 Manufacturers’ Field Services ................................................. 1- 4

Supplement 1, Manufacturer’s Certificate of Proper Installation .................................................................... 1- 1

01 50 00 Temporary Facilities and Controls........................................... 1- 7 01 61 00 Common Product Requirements .............................................. 1- 8

Supplement 1, Form: Manufacturer’s Certificate of Compliance .......................................................................... 1- 1

01 77 00 Closeout Procedures................................................................. 1- 4 01 78 23 Operation and Maintenance Data............................................. 1- 8

Supplement 1, Form: Maintenance Summary Form ................ 1- 2 01 88 15 Anchorage and Bracing............................................................ 1- 5 01 91 14 Equipment Testing and Facility Startup .................................. 1- 6

Supplement 1, Unit Process Startup Form ............................... 1- 1 Supplement 2, Facility Performance Demonstration/ Certifications Form .................................................................. 1- 1

DIVISION 02 THROUGH DIVISION 03 (NOT USED)

DIVISION 04—MASONRY

04 22 00 Concrete Unit Masonry ............................................................ 1- 12

DIVISION 05—METALS (NOT USED)

DIVISION 06—WOOD, PLASTICS, AND COMPOSITES

06 40 00 Architectural Millwork ............................................................ 1- 6

DIVISION 07—THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants ........................................................................... 1- 6

Pages

TABLE OF CONTENTS AUTODESK/D395300

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DIVISION 08—OPENINGS

08 14 00 Wood Doors and Frames ......................................................... 1- 6 08 71 00 Door Hardware......................................................................... 1- 13 08 80 00 Glazing ..................................................................................... 1- 7

DIVISION 09—FINISHES

09 29 00 Gypsum Board ......................................................................... 1- 10 09 51 23 Acoustical Tile Ceilings ........................................................... 1- 4 09 65 01 Resilient Tile Flooring and Base .............................................. 1- 4 09 67 00 Fluid Applied Flooring ............................................................ 1- 3 09 90 00 Painting and Coating ................................................................ 1- 20

Supplement 1, Paint System Data Sheet (PSDS) ..................... 1- 1 Supplement 2, Paint Product Data Sheet (PPDS) .................... 1- 1

DIVISION 10—SPECIALTIES

10 14 00 Signage ..................................................................................... 1- 4

DIVISION 11 THROUGH DIVISION 22 (NOT USED)

DIVISION 23—HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 93 Testing Adjusting and Balancing for HVAC ........................... 1- 4 23 07 00 HVAC Insulation ..................................................................... 1- 7 23 31 13 Metal Ducts and Accessories ................................................... 1- 17 23 37 00 Air Outlets and Inlets ............................................................... 1- 2

DIVISION 24 THROUGH DIVISION 25 (NOT USED)

DIVISION 26—ELECTRICAL

26 05 02 Basic Electrical Requirements ................................................. 1- 7 26 05 04 Basic Electrical Materials and Methods .................................. 1- 8 26 05 05 Conductors ............................................................................... 1- 12 26 05 33 Raceway and Boxes ................................................................. 1- 17 26 08 00 Commissioning of Electrical Systems ..................................... 1- 14 26 50 00 Lighting .................................................................................... 1- 11

DIVISION 27 THROUGH DIVISION 49 (NOT USED)

DRAWINGS (BOUND SEPARATELY)

END OF SECTION

TECHNICAL

SPECIFICATIONS

AUTODESK/D395300 SUMMARY OF WORK

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. The completed Work will provide Owner with room renovations and alterations of a portion of the first floor of the Dyal WTP Operations Building.

The room renovations and alterations will be completed in the existing Instrument Repair/Office, Breakroom, and Electrical Workshop. The room renovations and alterations shall be completed in their entirety and provide finished rooms ready for occupancy.

B. The Work includes the following work elements:

1. Demolition of portions of existing Instrument Repair/Office, Breakroom, and Electrical Workshop, as shown on the Drawings.

2. Renovations and refurbishment of the existing Instrument Repair/Office and Electrical Workshop, including new flooring, new lighting, new ceiling tiles, and painting.

3. Remodel of existing breakroom to create two partitioned offices, along with complete renovation and replacement of the kitchen cabinetry and appliances, along with alterations to the HVAC system and electrical and lighting circuits, plus new lighting, new flooring, new ceiling tiles, and paint.

4. Renovation of the common corridor area adjoining the three rooms being renovated, including new flooring, new lighting, new ceiling tiles, and painting.

5. Furnish and install any needed miscellaneous incidentals to provide completed renovated and altered rooms, fully functional and ready for occupancy.

6. Complete all cleanup and project closeout.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

AUTODESK/D395300 PAYMENT PROCEDURES

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SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational Submittals:

1. Schedule of Values: Submit on the Owner’s standard form.

2. Schedule of Estimated Progress Payments:

a. Submit with initially acceptable Schedule of Values.

b. Submit adjustments thereto with Application for Payment.

3. Application for Payment.

4. Final Application for Payment.

1.02 SCHEDULE OF VALUES

A. Prepare a separate Schedule of Values for each schedule of the Work under the Agreement.

B. Upon request of Engineer, provide documentation to support the accuracy of the Schedule of Values.

C. Unit Price Work: Reflect unit price quantity and price breakdown from conformed Bid Form.

D. Lump Sum Work:

1. Reflect specified cash and contingency allowances and alternates, as applicable.

2. List bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, equipment testing, facility startup, and contract closeout separately.

a. Mobilization includes, at minimum, items identified in

Section 01 50 00, Temporary Facilities and Controls.

b. Include item(s) for monthly progress schedule update.

E. An unbalanced or front-end loaded schedule will not be acceptable.

F. Summation of the complete Schedule of Values representing all the Work shall equal the Contract Price.

G. Submit Schedule of Values prepared using a spreadsheet format compatible with latest version of MSExcel.

PAYMENT PROCEDURES AUTODESK/D395300

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1.03 SCHEDULE OF ESTIMATED PROGRESS PAYMENTS

A. Show estimated payment requests throughout Contract Times aggregating initial Contract Price.

B. Base estimated progress payments on initially acceptable progress schedule.

Adjust to reflect subsequent adjustments in progress schedule and Contract Price as reflected by modifications to the Contract Documents.

1.04 APPLICATION FOR PAYMENT

A. Transmittal Summary Form: Attach one Summary Form with each detailed Application for Payment for each schedule and include Request for Payment of Materials and Equipment on Hand as applicable. Execute certification by authorized officer of Contractor.

B. Use detailed Application for Payment Form provided by Engineer or Owner.

C. Provide separate form for each schedule as applicable.

D. Include accepted Schedule of Values for each schedule or portion of lump sum Work and the unit price breakdown for the Work to be paid on a unit priced basis.

E. Include separate line item for each Change Order and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Engineer.

F. Preparation:

1. Round values to nearest dollar.

2. Submit Application for Payment, including a Transmittal Summary

Form and detailed Application for Payment Form(s) for each schedule as applicable, a listing of materials on hand for each schedule as applicable, and such supporting data as may be requested by Engineer.

1.05 MEASUREMENT—GENERAL

A. Weighing, measuring, and metering devices used to measure quantity of materials for Work shall be suitable for purpose intended and conform to tolerances and specifications as specified in National Institute of Standards and Technology, Handbook 44.

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B. Whenever pay quantities of material are determined by weight, weigh material on scales furnished by Contractor and certified accurate by state agency responsible. Obtain weight or load slip from weigher and deliver to Owner’s representative at point of delivery of material.

C. If material is shipped by rail, car weights will be accepted provided that actual weight of material only will be paid for and not minimum car weight used for assessing freight tariff, and provided further that car weights will not be acceptable for material to be passed through mixing plants.

D. Vehicles used to haul material being paid for by weight shall be weighed empty daily and at such additional times as required by Engineer. Each vehicle shall bear a plainly legible identification mark.

E. Haul materials that are specified for measurement by the cubic yard measured in the vehicle in transport vehicles of such type and size that actual contents may be readily and accurately determined. Unless all vehicles are of uniform capacity, each vehicle must bear a plainly legible identification mark indicating its water level capacity. Load vehicles to at least their water level capacity. Loads hauled in vehicles not meeting above requirements or loads of a quantity less than the capacity of the vehicle, measured after being leveled off as above provided, will be subject to rejection, and no compensation will be allowed for such material.

F. Where measurement of quantities depends on elevation of existing ground, elevations obtained during construction will be compared with those shown on the Drawings. Variations of 1 foot or less will be ignored, and profiles shown on the Drawings will be used for determining quantities.

G. Units of measure shown on Bid Form shall be as follows, unless specified otherwise.

Item Method of Measurement AC Acre—Field Measure by Engineer CY Cubic Yard—Field Measure by Engineer within limits specified or shown CY-VM Cubic Yard—Measured in Vehicle by Volume EA Each—Field Count by Engineer GAL Gallon—Field Measure by Engineer HR Hour LB Pound(s)—Weight Measure by Scale LF Linear Foot—Field Measure by Engineer

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Item Method of Measurement MFBM Thousand Foot Board Measure—[Delivery Invoice] [Field

Measure by Engineer] SF Square Foot SY Square Yard TON Ton—Weight Measure by Scale (2,000 pounds)

H. Measurement of Linear Items: Where payment will be made based on linear quantities and on parameters other than length, those parameters shall be as follows:

Item Measurement Parameters

Trench Safety System

Depth of Trench: 0 foot to 4 feet; 4 feet to 10 feet;

over 10 feet in 2-foot increments. The depth of trench will be measured at intervals of 25 feet along the centerline of the trench. The depth of each measuring point will be the depth from existing at grade surface to bottom of pipe base, 6 inches below pipe invert and will used for computing the depth of trench for a distance of 25 feet ahead of the point of measurement. The depth figures indicated in Bid Form are inclusive to nearest 0.1 foot; that is, a trench depth measured as 11.9 feet will be paid for at the unit price for excavation 10 feet to 12 feet deep.

A trench depth measured as 12 feet will be paid for at the unit price for excavation 12 feet to 14 feet deep.

Unclassified Trench Excavation

Depth of Trench: Same as Trench Safety System above.

Trench Backfill and Compaction

Depth of Trench: Same as Unclassified Trench Excavation above.

Rock Excavation Depth: Same as for Unclassified Trench Excavation above except that depth will be measured from surface of rock to bottom of pipe base 6 inches below pipe invert.

1.06 PAYMENT

A. Payment for all Lump Sum Work shown or specified in Contract Documents is included in the Contract Price. Payment will be based on a percentage complete basis for each line item of the accepted Schedule of Values.

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B. Payment for Lump Sum Work covers all Work specified or shown within the limits or specification sections as follows:

1. Limits of Work are as shown on the Drawings.

2. Limits of Work are as defined in Section 01 11 00, Summary of Work.

3. All Work shown on the Drawings and in Specification section(s).

C. Payment for unit price items covers all the labor, materials, and services necessary to furnish and install the following items.

Item Description

Rock Excavation Pipe Lines:

Maximum Width for Payment Purposes: 24 inches greater than the outside diameter of the barrel of the proposed pipeline.

No payment will be made for rock excavated below the required grade or outside the widths mentioned above. No payment will be made for rock removed by any method other than systematic drilling and blasting.

Highway Under Crossing(s)

Includes all Work between pay limits shown.

Should limits of any crossing be increased or decreased for any reason during construction, lump sum payment for crossing will be adjusted by negotiated Change Order.

Removal and Disposal of Underground Tanks

Includes excavation, removal of tanks, piping and associated materials, transportation and disposal of contaminated earth, tanks and piping in a landfill licensed for hazardous waste, backfill of excavation with Imported Backfill, surface restoration and associated Work within pay limits shown.

Imported Pipe Bedding

Includes providing imported pipe bedding where required by Engineer.

Imported Pipe Zone Includes providing imported pipe zone where required by Engineer.

12-Inch Ductile Iron Pipe

Includes providing pipe, fittings, valves, thrust protection, pipe bedding, pipe zone, and associated Work.

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Item Description

12-Inch Ductile Iron Water Line

Includes excavation, placement of pipe bedding, providing pipe, fittings, valves, thrust protection, pipe zone material, and all associated Work.

Trench Excavation and Backfill-Class D

Includes excavation, disposal of excavated material and providing imported backfill, backfill compaction, surface restoration, and associated Work as specified.

1.07 NONPAYMENT FOR REJECTED OR UNUSED PRODUCTS

A. Payment will not be made for following:

1. Loading, hauling, and disposing of rejected material.

2. Quantities of material wasted or disposed of in manner not called for under Contract Documents.

3. Rejected loads of material, including material rejected after it has been placed by reason of failure of Contractor to conform to provisions of Contract Documents.

4. Material not unloaded from transporting vehicle.

5. Defective Work not accepted by Owner.

6. Material remaining on hand after completion of Work.

1.08 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT

A. Partial Payment: No partial payments will be made for materials and equipment delivered or stored unless Shop Drawings and preliminary operation and maintenance data is acceptable to Engineer. If a partial payment is requested by the Contractor for delivered and properly stored materials, Contractor must furnish copies of material invoices indicating the cost of the materials. Partial payment will be made up to the cost of the materials as shown on the material invoice.

B. Final Payment: Will be made only for products incorporated in Work;

remaining products, for which partial payments have been made, shall revert to Contractor unless otherwise agreed, and partial payments made for those items will be deducted from final payment.

PART 2 PRODUCTS (NOT USED)

AUTODESK/D395300 PROJECT COORDINATION

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SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 DEFINITIONS

A. Substantial Completion: The time at which the Work (or specified part thereof) has progressed to the point where, in the opinion of the Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof.

1. When the Contractor considers the entire Work ready for its intended use the Contractor shall notify the Owner and the Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that the Engineer issue a certificate of Substantial Completion.

2. Promptly after Contractor’s notification, the Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If the Engineer does not consider the Work substantially complete, the Engineer will notify the Contractor in writing giving the reasons therefor.

3. If the Engineer considers the Work substantially complete, the Engineer will deliver to the Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. The Owner shall have seven calendar days after receipt of the tentative certificate during which to make written objection to the Engineer as to any provisions of the certificate or attached list. If, after considering such objections, the Engineer concludes that the Work is not substantially complete, the Engineer will, within 14 calendar days after submission of the tentative certificate to the Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of the Owner’s objections, the Engineer considers the Work substantially complete, the Engineer will, within said 14 calendar days, execute and deliver to the Owner and the Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as the Engineer believes justified after consideration of any objections from the Owner.

PROJECT COORDINATION AUTODESK/D395300

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4. At the time of delivery of the tentative certificate of Substantial Completion, the Engineer will deliver to the Owner and Contractor a written recommendation as to division of responsibilities pending final payment between the Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless the Owner and Contractor agree otherwise in writing and so inform the Engineer in writing prior to the Engineer’s issuing the definitive certificate of Substantial Completion, the Engineer’s aforesaid recommendation will be binding on the Owner and Contractor until final payment.

5. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list.

B. Working Hours: Contractor and subcontractor normal working hours shall be between 7 a.m. and 5 p.m. excluding Saturday, Sunday and holidays. Working outside of these time frames requires the Owner’s written approval.

1.02 SUBMITTALS

A. Informational:

1. Photographs:

a. Digital Images: Submit images within 5 days of being taken. Each image is to have a minimum file size of 1.4 Mb (1,400 Kb) so viewed resolution is high quality. The production of larger file sizes with higher resolution is encouraged.

1.03 RELATED WORK AT SITE

A. General:

1. Other work that is either directly or indirectly related to scheduled performance of the Work under these Contract Documents, listed henceforth, is anticipated to be performed at Site by others.

2. Coordinate the Work of these Contract Documents with work of others as specified in General Conditions.

3. Include sequencing constraints specified herein as a part of Progress Schedule.

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1.04 WORK SEQUENCING/CONSTRAINTS

A. Due to space limitations and the need for WTP staff to maintain an operational state, sequencing of the building renovation and alterations work will be necessary so that WTP operations can be maintained. The following construction sequencing is suggested, however, at the Contractor’s option, an alternate construction sequencing may be developed and submitted to the City for review and approval. The following construction sequencing is suggested:

1. Relocate Instrument Tech Shop and Electricians Workshop to the Break Room. The entire rooms need not be relocated, but only as much of the desk and furnishings necessary to maintain WTP operations, as directed by the Owner.

2. Following removal of all contents from the Instrument Tech Workshop and Electricians Workshop, perform all demolition and renovation work required for the Instrument Tech Workshop and Electricians Workshop.

3. Complete the Instrument Tech Workshop and Electricians Workshop renovation work to a point of substantial completion. At substantial completion, a substantial completion inspection will be performed for these two rooms. Following substantial completion inspection, complete the punch list work and perform final completion for the Instrument Tech Workshop and Electricians Workshop.

4. Upon final completion acceptance by the Owner, relocate the Instrument Tech Workshop and Electricians Workshop equipment and furnishings to their respective rooms for occupation by the Owners staff.

5. Proceed with and complete all demolition work for the breakroom and the front corridor.

6. Following the demolition of the breakroom and corridor, proceed with the required renovation and room alteration work for the breakroom and front corridor until substantial completion is reached.

7. Following substantial completion inspection, proceed with the required punch list work to obtain final completion of all work.

1.05 FACILITY OPERATIONS

A. Continuous operation of Owner’s facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

B. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of Owner’s operations.

C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping and heating, access, and similar items to maintain continuous operations of Owner’s facility.

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D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after authorization by Owner and Engineer. Such authorization will be considered within 48 hours after receipt of Contractor’s written request.

E. Process or Facility Shutdown:

1. Provide 7 days advance written request for approval of need to shut down a process or facility to Owner and Engineer.

2. Power outages will be considered upon 48 hours written request to Owner and Engineer. Describe the reason, anticipated length of time, and areas affected by the outage. Provide temporary provisions for continuous power supply to critical facility components.

F. Do not proceed with Work affecting a facility’s operation without obtaining Owner’s and Engineer’s advance approval of the need for and duration of such Work.

G. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities.

5. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by Engineer.

1.06 ADJACENT FACILITIES AND PROPERTIES

A. Examination:

1. After Effective Date of the Agreement and before Work at Site is started, Contractor, Engineer, and affected property owners and utility owners shall make a thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which could be damaged by construction operations.

2. Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, and similar conditions.

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B. Documentation:

1. Record and submit documentation of observations made on examination inspections in accordance with Article Construction Photographs.

2. Such documentation shall be used as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of Contractor’s operations, and is for the protection of adjacent property owners, Contractor, and Owner.

1.07 CONSTRUCTION PHOTOGRAPHS

A. General:

1. Photographically document all phases of the Project including preconstruction, construction progress, and post-construction.

2. Engineer shall have right to select subject matter and vantage point from which photographs are to be taken.

3. Digital Images: No post-session electronic editing of images is allowed.

Stored image shall be actual image as captured without cropping or other edits.

B. Preconstruction and Post-Construction:

1. After Effective Date of the Agreement and before Work at Site is started, and again upon issuance of Substantial Completion, take a minimum of 50 photographs of Site and property adjacent to perimeter of Site.

2. Particular emphasis shall be directed to structures both inside and outside the Site.

3. Format: Digital, minimum resolution of 2176 by 3264 pixels and 24-bit, millions of color.

C. Construction Progress Photos:

1. Photographically demonstrate progress of construction, showing every aspect of Site and adjacent properties as well as interior and exterior of new or impacted structures.

2. Weekly: Take 20 photographs using digital, minimum resolution of 2176 by 3264 pixels and 24-bit, millions of color.

D. Documentation:

1. Digital Images:

a. Electronic image shall have date taken embedded into image.

b. Label file folders or database records with Project and Owner’s name, and month and year images were produced.

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1.08 REFERENCE POINTS AND SURVEYS

A. Location and elevation of bench marks are shown on the Drawings.

B. Contractor’s Responsibilities:

1. Provide additional survey and layout required to layout the Work.

2. Check and establish exact location of existing facilities prior to construction of new facilities and any connections thereto.

3. Maintain complete accurate log of survey work as it progresses as a

Record Document.

4. On request of Engineer, submit documentation.

5. Provide competent employee(s), tools, stakes, and other equipment and materials as Engineer may require to:

a. Check layout, survey, and measurement work performed by others.

b. Measure quantities for payment purposes.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 SALVAGE OF MATERIALS

A. Materials to be salvaged include: None.

B. Provide new or repair damaged equipment or material specified or indicated to be salvaged. Clean and protect equipment from dust, dirt, natural elements, and store as directed.

3.02 CUTTING, FITTING, AND PATCHING

A. Cut, fit, adjust, or patch Work and work of others, including excavation and backfill as required, to make Work complete.

B. Obtain prior written authorization of Engineer before commencing Work to cut or otherwise alter:

1. Structural or reinforcing steel, structural column or beam, elevated slab, trusses, or other structural member.

2. Weather-resistant or moisture-resistant elements.

3. Efficiency, maintenance, or safety of element.

4. Work of others.

C. Refinish surfaces to provide an even finish.

1. Refinish continuous surfaces to nearest intersection.

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2. Refinish entire assemblies.

3. Finish restored surfaces to such planes, shapes, and textures that no transition between existing work and the Work is evident in finished surfaces.

D. Restore existing work, Underground Facilities, and surfaces that are to remain in completed Work including concrete-embedded piping, conduit, and other utilities as specified and as shown on the Drawings.

E. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association.

F. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids.

G. Remove specimens of installed Work for testing when requested by Engineer.

AUTODESK/D395300 PROJECT MEETINGS

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SECTION 01 31 19

PROJECT MEETINGS

PART 1 GENERAL

1.01 GENERAL

A. Contractor shall attend a preconstruction meeting at a location at or near the project site. Engineer will schedule physical arrangements for meetings throughout progress of the Work, prepare meeting agenda with regular participant input and distribute with written notice of each meeting, preside at meetings, record minutes to include significant proceedings and decisions, and reproduce and distribute copies of minutes within 7 days after each meeting to participants and parties affected by meeting decisions.

1.02 PRECONSTRUCTION CONFERENCE

A. Contractor shall be prepared to discuss the following subjects, as a minimum:

1. Required schedules.

2. Status of Bonds and insurance.

3. Sequencing of critical path work items.

4. Progress payment procedures.

5. Project changes and clarification procedures.

6. Use of Site, access, office and storage areas, security and temporary facilities.

7. Major product delivery and priorities.

8. Contractor’s safety plan and representative.

B. Attendees will include:

1. Owner’s representatives.

2. Contractor’s office representative.

3. Contractor’s resident superintendent.

4. Contractor’s quality control representative.

5. Subcontractors’ representatives whom Contractor may desire or

Engineer may request to attend.

6. Engineer’s representatives.

7. Others as appropriate.

1.03 PRELIMINARY SCHEDULES REVIEW MEETING

A. As set forth in General Conditions and Section 01 32 00, Construction Progress Documentation.

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1.04 PROGRESS MEETINGS

A. Engineer will schedule regular progress meetings at a location mutually agreeable to each party, conducted bi-weekly to review the Work progress, Progress Schedule, Schedule of Submittals, Application for Payment, contract modifications, and other matters needing discussion and resolution.

B. Attendees will include:

1. Owner’s representative(s), as appropriate.

2. Contractor, Subcontractors, and Suppliers, as appropriate.

3. Engineer’s representative(s).

4. Others as appropriate.

1.05 OTHER MEETINGS

A. In accordance with Contract Documents and as may be required by Owner and Engineer.

PART 2 PRODUCTS (NOT USED)

AUTODESK/D395300 CONSTRUCTION PROGRESS

MARCH 16, 2026 DOCUMENTATION

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SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational Submittals:

1. Preliminary Progress Schedule: Submit at least 7 days prior to preconstruction conference.

2. Detailed Progress Schedule:

a. Submit initial Detailed Progress Schedule within 30 days after

Effective Date of the Agreement.

b. Submit an Updated Progress Schedule at each update, in accordance with Article Detailed Progress Schedule.

3. Submit with Each Progress Schedule Submission:

a. Contractor’s certification that Progress Schedule submission is actual schedule being used for execution of the Work.

b. Progress Schedule: Portable document format (PDF) and five legible copies.

c. Narrative Progress Report: Same number of copies as specified for Progress Schedule.

4. Prior to final payment, submit a final Updated Progress Schedule.

1.02 PRELIMINARY PROGRESS SCHEDULE

A. In addition to basic requirements outlined in General Conditions, show a detailed schedule, beginning with Notice to Proceed, for a minimum of 25 percent of the duration, and a summary of balance of Project through Final Completion.

B. Show activities including, but not limited to the following:

1. Notice to Proceed.

2. Permits.

3. Submittals, with review time. Contractor may use Schedule of

Submittals specified in Section 01 33 00, Submittal Procedures.

4. Early procurement activities for long lead equipment and materials.

5. Initial Site work.

6. Earthwork.

7. Specified Work sequences and construction constraints.

8. Contract Milestone and Completion Dates.

9. Owner-furnished products delivery dates or ranges of dates.

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10. Major structural, mechanical, equipment, electrical, architectural, and instrumentation and control Work.

11. System startup summary.

12. Project close-out summary.

13. Demobilization summary.

C. Update Preliminary Progress Schedule monthly as part of progress payment process. Failure to do so may result in the Owner withholding all or part of the monthly progress payment until the Preliminary Progress Schedule is updated in a manner acceptable to Engineer.

D. Format: In accordance with Article Progress Schedule—Bar Chart.

1.03 DETAILED PROGRESS SCHEDULE

A. In addition to requirements of General Conditions, submit Detailed Progress Schedule beginning with Notice to Proceed and continuing through Final Completion.

B. Show the duration and sequences of activities required for complete performance of the Work reflecting means and methods chosen by Contractor.

C. When accepted by Engineer, Detailed Progress Schedule will replace Preliminary Progress Schedule and become Baseline Schedule. Subsequent revisions will be considered as Updated Progress Schedules.

D. Format: In accordance with Article Progress Schedule—Bar Chart.

E. Update monthly to reflect actual progress and occurrences to date, including weather delays.

1.04 PROGRESS SCHEDULE—BAR CHART

A. General: Comprehensive bar chart schedule, generally as outlined in Associated General Contractors of America (AGC) 580, “Construction Project Planning and Scheduling Guidelines.” If a conflict occurs between the AGC publication and this specification, this specification shall govern.

B. Format:

1. Unless otherwise approved, white paper, 11-inch by 17-inch sheet size.

2. Title Block: Show name of Project and Owner, date submitted, revision or update number, and name of scheduler.

3. Identify horizontally, across the top of the schedule, the time frame by year, month, and day.

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4. Identify each activity with a unique number and a brief description of the Work associated with that activity.

5. Legend: Describe standard and special symbols used.

C. Contents: Identify, in chronological order, those activities reasonably required to complete the Work, including as applicable, but not limited to:

1. Obtaining permits, submittals for early product procurement, and long lead time items.

2. Mobilization and other preliminary activities.

3. Initial Site work.

4. Specified Work sequences, constraints, and Milestones, including

Substantial Completion date(s).

5. Subcontract Work.

6. Major equipment design, fabrication, factory testing, and delivery dates.

7. Delivery dates for Owner-furnished products, as specified in

Section 01 11 00, Summary of Work.

8. Sitework.

9. Concrete Work.

10. Structural steel Work.

11. Architectural features Work.

12. Conveying systems Work.

13. Equipment Work.

14. Mechanical Work.

15. Electrical Work.

16. Instrumentation and control Work.

17. Interfaces with Owner-furnished equipment.

18. Other important Work for each major facility.

19. Equipment and system startup and test activities.

20. Project closeout and cleanup.

21. Demobilization.

1.05 PROGRESS OF THE WORK

A. Updated Progress Schedule shall reflect:

1. Progress of Work to within 5 working days prior to submission.

2. Approved changes in Work scope and activities modified since submission.

3. Delays in Submittals or resubmittals, deliveries, or Work.

4. Adjusted or modified sequences of Work.

5. Other identifiable changes.

6. Revised projections of progress and completion.

7. Report of changed logic.

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B. Produce detailed subschedules during Project, upon request of Owner or Engineer, to further define critical portions of the Work such as facility shutdowns.

C. If an activity is not completed by its latest scheduled completion date and this failure is anticipated to extend Contract Times (or Milestones), submit, within 7 days of such failure, a written statement as to how nonperformance will be corrected to return Project to acceptable current Progress Schedule. Actions by Contractor to complete the Work within Contract Times (or Milestones) will not be justification for adjustment to Contract Price or Contract Times.

D. Owner may order Contractor to increase plant, equipment, labor force, or working hours if Contractor fails to:

1. Complete a Milestone activity by its completion date.

2. Satisfactorily execute Work as necessary to prevent delay to overall completion of Project, at no additional cost to Owner.

1.06 NARRATIVE PROGRESS REPORT

A. Format:

1. Organize same as Progress Schedule.

2. Identify, on a cover letter, reporting period, date submitted, and name of author of report.

B. Contents:

1. Number of days worked over the period, work force on hand, construction equipment on hand (including utility vehicles such as pickup trucks, maintenance vehicles, stake trucks).

2. General progress of Work, including a listing of activities started and completed over the reporting period, mobilization/demobilization of subcontractors, and major milestones achieved.

3. Contractor’s plan for management of Site (for example, lay down and staging areas, construction traffic), use of construction equipment, buildup of trade labor, and identification of potential Contract changes.

4. Identification of new activities and sequences as a result of executed Contract changes.

5. Documentation of weather conditions over the reporting period, and any resulting impacts to the work.

6. Description of actual or potential delays, including related causes, and the steps taken or anticipated to mitigate their impact.

7. Changes to activity logic.

8. Changes to the critical path.

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9. Identification of, and accompanying reason for, any activities added or deleted since the last report.

10. Steps taken to recover the schedule from Contractor-caused delays.

1.07 SCHEDULE ACCEPTANCE

A. Engineer’s acceptance will demonstrate agreement that:

1. Proposed schedule is accepted with respect to:

a. Contract Times, including Final Completion and all intermediate

Milestones, are within the specified times.

b. Specified Work sequences and constraints are shown as specified.

c. Specified Owner-furnished Equipment or Material arrival dates, or range of dates, are included.

d. Access restrictions are accurately reflected.

e. Startup and testing times are as specified.

f. Submittal review times are as specified.

g. Startup testing duration is as specified and timing is acceptable.

2. In all other respects, Engineer’s acceptance of Contractor’s schedule indicates that, in Engineer’s judgment, schedule represents reasonable plan for constructing Project in accordance with the Contract Documents. Engineer’s review will not make any change in Contract requirements. Lack of comment on any aspect of schedule that is not in accordance with the Contract Documents will not thereby indicate acceptance of that change, unless Contractor has explicitly called the nonconformance to Engineer’s attention in submittal. Schedule remains Contractor’s responsibility and Contractor retains responsibility for performing all activities, for activity durations, and for activity sequences required to construct Project in accordance with the Contract Documents.

B. Unacceptable Preliminary Progress Schedule:

1. Make requested corrections; resubmit within 10 days.

2. Until acceptable to Engineer as Baseline Progress Schedule, continue review and revision process, including updating schedule on a monthly basis to reflect actual progress and occurrences to date.

C. Unacceptable Detailed Progress Schedule:

1. Make requested corrections; resubmit within 10 days.

2. Until acceptable to Engineer as Baseline Progress Schedule, continue review and revision process.

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D. Narrative Report: All changes to activity duration and sequences, including addition or deletion of activities subsequent to Engineer’s acceptance of Baseline Progress Schedule, shall be delineated in Narrative Report current with proposed Updated Progress Schedule.

1.08 ADJUSTMENT OF CONTRACT TIMES

A. Evaluation and reconciliation of Adjustments of Contract Times shall be based on the Updated Progress Schedule at the time of proposed adjustment or claimed delay.

B. Schedule Contingency:

1. Contingency, when used in the context of the Progress Schedule, is time between Contractor’s proposed Completion Time and Contract Completion Time.

2. Contingency included in Progress Schedule is a Project resource available to both Contractor and Owner to meet Contract Milestones and Contract Times. Use of Schedule contingency shall be shared to the proportionate benefit of both parties.

3. Use of schedule contingency suppression techniques such as preferential sequencing and extended activity times is prohibited.

4. Pursuant to Contingency sharing provisions of this specification, no time extensions will be granted, nor will delay damages be paid until a delay occurs which (i) consumes all available contingency time, and (ii) extends Work beyond the Contract Completion date.

C. Claims Based on Contract Times:

1. Where Engineer has not yet rendered formal decision on Contractor’s Claim for adjustment of Contract Times, and parties are unable to agree as to amount of adjustment to be reflected in Progress Schedule, reflect an interim adjustment in the Progress Schedule as acceptable to Engineer.

2. It is understood and agreed that such interim acceptance will not be binding on either Contractor or Owner, and will be made only for the purpose of continuing to schedule Work until such time as formal decision has been rendered as to an adjustment, if any, of the Contract Times.

3. Revise Progress Schedule prepared thereafter in accordance with Engineer’s formal decision.

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PART 2 PRODUCTS (NOT USED)

AUTODESK/D395300 SUBMITTAL PROCEDURES

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 DEFINITIONS

A. Action Submittal: Written and graphic information submitted by Contractor that requires Engineer’s approval.

B. Informational Submittal: Information submitted by Contractor that requires Engineer’s review and determination that submitted information is in accordance with the Conditions of the Contract.

1.02 PROCEDURES

A. Direct submittals to Engineer at the following, unless specified otherwise.

1. Email or FTP Site.

B. Electronic Submittals: Submittals shall, unless specifically accepted, be made in electronic format.

1. Each submittal shall be an electronic file in Adobe Acrobat Portable Document Format (PDF). Use the latest version available at time of execution of the Agreement.

2. Electronic files that contain more than 10 pages in PDF format shall contain internal bookmarking from an index page to major sections of the document.

3. PDF files shall be set to open “Bookmarks and Page” view.

4. Add general information to each PDF file, including title, subject, author, and keywords.

5. PDF files shall be set up to print legibly at 8.5-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch. No other paper sizes will be accepted.

6. Submit new electronic files for each resubmittal.

7. Include a copy of the Transmittal of Contractor’s Submittal form, located at end of section, with each electronic file.

8. Engineer will reject submittal that is not electronically submitted, unless specifically accepted.

9. Provide Engineer with authorization to reproduce and distribute each file as many times as necessary for Project documentation.

10. Detailed procedures for handling electronic submittals will be discussed at the preconstruction conference.

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C. Transmittal of Submittal:

1. Contractor shall:

a. Review each submittal and check for compliance with Contract

Documents.

b. Stamp each submittal with uniform approval stamp before submitting to Engineer.

1) Stamp to include Project name, submittal number, Specification number, Contractor’s reviewer name, date of Contractor’s approval, and statement certifying submittal has been reviewed, checked, and approved for compliance with Contract Documents.

2) Engineer will not review submittals that do not bear Contractor’s approval stamp and will return them without action.

2. Complete, sign, and transmit with each submittal package, one Transmittal of Contractor’s Submittal form attached at end of this section.

3. Identify each submittal with the following:

a. Numbering and Tracking System:

1) Sequentially number each submittal.

2) Resubmission of submittal shall have original number with sequential alphabetic suffix.

b. Specification section and paragraph to which submittal applies.

c. Project title and Engineer’s project number.

d. Date of transmittal.

e. Names of Contractor, Subcontractor or Supplier, and manufacturer as appropriate.

4. Identify and describe each deviation or variation from Contract

Documents.

D. Format:

1. Do not base Shop Drawings on reproductions of Contract Documents.

2. Package submittal information by individual specification section. Do not combine different specification sections together in submittal package, unless otherwise directed in specification.

3. Present in a clear and thorough manner and in sufficient detail to show kind, size, arrangement, and function of components, materials, and devices, and compliance with Contract Documents.

4. Index with labeled tab dividers in orderly manner.

E. Timeliness: Schedule and submit in accordance Schedule of Submittals and requirements of individual specification sections.

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F. Processing Time:

1. Time for review shall commence on Engineer’s receipt of submittal.

2. Engineer will act upon Contractor’s submittal and transmit response to

Contractor not later than 30 days after receipt, unless otherwise specified.

3. Resubmittals will be subject to same review time.

4. No adjustment of Contract Times or Price will be allowed as a result of delays in progress of Work caused by rejection and subsequent resubmittals.

G. Resubmittals: Clearly identify each correction or change made.

H. Incomplete Submittals:

1. Engineer will return entire submittal for Contractor’s revision if preliminary review deems it incomplete.

2. When any of the following are missing, submittal will be deemed incomplete:

a.