City of Bartow

Polk Parkway 570B SR 60 Water and Wastewater Line Relocation

Appendix - Supplemental Information

**Please note, if there is any conflict between the main solicitation document and this Appendix - Supplemental Information, the main solicitation document will controL This includes, but is not limited to, bid submission instructions, required forms, contract terms, insurance requirements, bonds, pricing table requirements, procurement procedures, and communications with the City.

10137.11A / April 2026 01 10 00 - 1 SUMMARY

SECTION 01 10 00

SUMMARY

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Work by Contractor.

B. Work by Owner.

C. Owner Furnished Products.

D. Contractor use of site (and premises).

E. Future Work.

F. Work sequence.

G. Owner occupancy.

1.02 WORK BY CONTRACTOR

A. Work under this contract includes the following:

1. Vertical relocation of 730 lineal feet of 8-inch PVC water main and appurtenances.

2. Vertical relocation of 970 lineal feet of 10-inch HDPE force main and appurtenances.

3. Vertical relocation of 920 lineal feet of 12-inch PVC and HDPE sanitary sewer force main and appurtenances.

4. Removal of existing 8-inch water main and 12-inch sanitary sewer force main.

5. Contract includes all labor, materials, equipment, testing and permitting.

6. All fire hydrants removed shall be salvaged and provided to the City.

B. Associated with this Work is trench safety, traffic control, construction stake-out, dewatering, sheeting, restoration, as-built drawings, paving bonds, insurance supervision, and all other related project work necessary to complete the project.

SUMMARY 01 10 00 - 2 10137.11A / April 2026

C. Per paragraph 7.08.A. of the General Conditions, Contractor shall be responsible for obtaining all construction permits and licenses, except those listed in the Supplementary Conditions.

D. Contractor will be responsible for complying with NPDES Stormwater Program.

Contractor shall prepare a Stormwater Pollution Prevention Plan (SWPPP) and filing a Notice of Intent (NOI) to use a general permit with FDEP. The NOI must be filed 48 hours prior to the start of construction activity. Permit fee is $300.00.

Contractor shall be responsible for maintaining erosion control and other devices to comply with the SWPPP. The Contractor shall provide two (2) copies of the NOI and SWPPP to the Owner and Engineer prior to the start of construction.

1.03 WORK BY OWNER

A. Owner will obtain permits listed in the Supplementary Conditions that affect the installation of the Work.

B. Copies of all permits obtained by the Owner are included in Appendix A. All provisions and restrictions in these permits shall be part of the Contract requirements.

1.04 OWNER FURNISHED ITEMS (NOT USED)

A. There are no Owner furnished products for this project.

B. After award of the Contract, a Change Order will be issued should the Owner elect to purchase products for installation by Contractor or for installation by Owner.

C. The Owner shall have the following responsibilities for products purchased by Owner:

1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples to Contractor.

2. Arrange and pay for product delivery to site.

3. On delivery, inspect products jointly with Contractor.

4. Submit claims for transportation damage and replace damaged, defective, or deficient items.

5. Arrange for manufacturers’ warranties, inspections, and service.

D. The Contractor shall have the following responsibilities for products purchased by Owner:

1. Provide copies of the original quotation or other pricing documentation utilized by the Contractor in preparing his Bid.

10137.11A / April 2026 01 10 00 - 3 SUMMARY

2. Identify specific products, suppliers, and quantities required to the Owner in a time and manner sufficient that the Owner may place a purchase order so as not to delay execution of the Work.

3. Review Owner reviewed shop drawings, product data, and samples.

4. Receive and unload products at site; inspect for completeness or damage, jointly with Owner.

5. Handle, store, install, and finish products.

6. Repair or replace items damaged after receipt.

1.05 CONTRACTOR USE OF SITE (AND PREMISES)

A. Use of site (and premises):

1. Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of the project site beyond areas in which the Work is indicated.

2. Coordinate limits of construction operations with Owner.

3. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

B. The Contractor shall schedule routine work activities at the site to be performed during an 8 to 10 hour work shift each week day between the hours of 7:00 AM and 5:00 PM. Contractor shall notify Owner in writing for any scheduled activities outside this normal work period. Any scheduled work activities outside this period shall be approved in writing by both the Owner and the Engineer.

C. All parts of the Work are to be placed on Limited Access Right of Way. The Contractor shall limit activities to these areas. Any additional sites required by the Contractor for construction activities associated with this Contract shall be obtained by the Contractor at no additional expense to the Owner.

D. Contractor shall arrange the timing and location of activities on the site in such a manner as to minimize interference with traffic and with the use of the adjoining facilities or properties.

E. Contractor shall not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

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

2. Do not proceed with utility interruptions without

SUMMARY 01 10 00 - 4 10137.11A / April 2026

F. Schedule work activities at the site during daylight hours on regular weekdays.

Any scheduled work activities outside this period shall be approved in writing by both the Owner and the Engineer.

G. Contractor shall not limit ingress and egress of adjacent public and private properties across the alignment of the force main.

1.06 WORK SEQUENCE

A. Coordinate any shut-down of existing facilities with Owner. In the event that City-owned facilities are disrupted, Contractor shall work continuously to restore proper operations.

B. Contractor shall follow a sequence of work activity that minimizes disturbances of the public and adjacent property owners and minimizes damage to components of the new work.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

NOT USED

END OF SECTION

1013.711A / April 2026 01 20 00 - 1 PRICE AND PAYMENT PROCEDURES

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Allowances.

B. Unit Prices.

C. Alternates.

D. Substitution Procedures.

E. Schedule of Values.

F. Application for Progress Payments.

G. Contract Modification Procedures.

H. Application for Final Payment.

1.02 RELATED SECTIONS

A. Section 01 30 00 – Administrative Requirements

1.03 ALLOWANCES

A. No allowances in this contract.

1.04 PROCEDURE FOR MEASUREMENT

A. For lump sum items, payment shall be made based on the lump sum prices set forth in the Bid Form based on level of completed Work as determined by the accepted Schedule of Values.

B. For field measure unit-price items, payment shall be based on the actual amount of Work accepted and for the actual amount of materials in place, as shown by the final measurements.

1. All units of measurement shall be standard United States convention as applied by the specific items of work by tradition and as interpreted by the Engineer.

PRICE AND PAYMENT PROCEDURES 01 20 00 - 2 1013.711A / April 2026

2. After the Work is completed and before final payment is made, the Engineer will make final field measurements to determine the quantities of various items of Work accepted as the basis for final settlement.

1.05 INCIDENTAL WORK

A. Incidental work items are items, specifically identified or not, that are an integral part of the completed project as required under the Contract Documents for which separate payment is not made. These items may include but are not limited to the following:

1. Pre-construction photographs and videos.

2. Schedules, bonds, insurance, shop drawings, warranties, and other submittals required.

3. Permits not obtained by the Owner.

4. Project identification signs.

5. Maintenance of traffic.

6. Clearing, grubbing, stripping, and disposal of vegetation.

7. Providing additional fill material.

8. Transport and disposal of excess material and debris.

9. Containment, clean-up, and disposal of water from existing mains and water used for pipeline flushing.

10. Utility crossings and minor relocations unless payment is otherwise made.

11. Temporary utility service.

12. Temporary barriers and fences for the protection and security of the work site and adjoining properties.

13. Final or temporary right-of-way restoration. All materials and Work for right-of-way restoration shall be in accordance with FDOT Standard Specifications for Road and Bridge Construction, latest edition.

14. Repair and restoration of property, including the removal and replacement of stabilized roadway and driveways, guard rails, curbs, drainage structures, signs, traffic loop detectors, pavement markings, utility poles, mailboxes, seeding and sodding, landscaping and irrigation, and other items impacted by construction.

15. On-going and final cleanup.

16. Project record documentation, including the provision of “as-built” drawings certified by a Registered Professional Land Surveyor.

17. All other items required for completion of the Contract.

18. Materials, labor, and equipment necessary to protect the structural integrity of existing paved roadways. Incidental damage to paved roadways, including damage to the existing subbase, base, and/or asphalt concrete pavement, shall be restored/repaired at the Contractor’s sole expense to the satisfaction of the Owner.

19. Materials, labor, and equipment necessary to protect the integrity and operation of existing utilities. Any damage to existing utilities shall be

1013.711A / April 2026 01 20 00 - 3 PRICE AND PAYMENT PROCEDURES repaired/replaced at the Contractor’s sole expense to the satisfaction of the Owner.

20. Dust and erosion control, including the cost of implementing and maintaining controls in accordance with the Stormwater Pollution Prevent Plan for the project.

21. Horizontal and vertical survey control and construction staking.

1.06 UNIT PRICES

A Water Main and Force Main (excluding Directional Bores)

1. Water and force main shall be paid at the Contract Unit Price per linear foot of installed pipe. The measurement shall be made in place, along the center line of the pipe.

2. Contract Unit Price shall be payment in full for furnishing all labor, materials, tools, and equipment required for all clearing, cutting, excavating, bedding, pipe and joint restraints, testing, backfilling, restoration, aggregate drives, mulching, seeding, sodding (a 5 foot wide strip adjacent to all paved areas and in all established lawns), erosion control, final cleanup, and all other incidental items of Work not paid for under other items.

B. Pipe Fittings and Joint Restraints

1. Pipe fittings shall be paid at the Contract Unit Price for each fitting installed of the size and type identified.

2. The Contract Unit Price shall be payment in full for all excavation, furnishing and installing the fitting with joint restraint, testing, backfilling, restoration, mulching, seeding, sodding, erosion control, final cleanup, and all other incidental items of Work not paid for under other items.

C. Horizontal Directional Drill

1. Horizontal directional drilling shall be paid at the Contract Unit Price per linear foot of pipe satisfactorily furnished and completely installed (including the pipe), as measured along the length of the centerline of the directionally drilled force main piping in accordance with the Drawings.

The Contractor shall include in the Contract Unit Price its allowance for horizontal deflection, vertical deflection, and all wastage.

2. The Contract Unit Price shall be payment in full for furnishing all labor, materials, tools, and equipment required to construct identified portions of the force main including coordination with and protection of existing utilities and service connections; excavation, sheeting, shoring and bracing of boring pits; dewatering, groundwater treatment and disposal;

boring pit backfill, compaction, grading; laying and joining pipe; tracer

PRICE AND PAYMENT PROCEDURES 01 20 00 - 4 1013.711A / April 2026 wire systems; pressure testing; cleaning/flushing; site restoration, site clean-up, proper disposal of all remaining drilling mud, other fluids, and solids; preparation of bore logs and reports, and all work as specified in Section 33 05 23.13. This item also includes all necessary restraining devices, adapters, and fittings; and temporary piping, fittings, valves, and appurtenances not specifically called out in other line items.

D. Valves, Wet Taps, Line Stops & Cap

1. Valves, wet taps and line stops shall be paid at the Contract Unit Price for each item installed of the size and type identified.

2. The Contract Unit Price shall be payment in full for all excavation, furnishing and installing the items, including as applicable valve box, and joint restraint, testing, backfilling, restoration, mulching, seeding, sodding, erosion control, final cleanup, and all other incidental items of Work not paid for under other items.

E. Furnish and Install Air Release Valve Assemblies

1. Measurement: The quantity for payment shall be the actual number and type of air release valves and enclosures satisfactorily constructed to provide a complete and functional unit.

2. Payment: Payment of the applicable unit price shall be full compensation for furnishing all labor, materials, and equipment to install the air release valve including saddle, fittings, pipe, curb stops, corporation stops, enclosure, excavation, dewatering, bedding rock, backfill, compaction, grading adjustment, clean-up, site restoration, and all other items required for a complete and acceptable installation.

F. Furnish and Install Permanent Bacteriological Sampling Point

1. Measurement: The quantity for payment shall be the actual number of permanent bacteriological sampling points satisfactorily constructed to provide a complete and functional unit.

2. Payment: Payment of the applicable unit price shall be full compensation for furnishing all labor, materials, and equipment to install the permanent bacteriological sampling points including saddle, valves, valve boxes and covers, piping, fittings, meter boxes, excavation, dewatering, bedding rock, backfill, compaction, grading adjustment, concrete valve collar, clean-up, site restoration, and all other items required for a complete and acceptable installation.

G. Removal of Water Main & Force Main

1. Removal of water and force main shall be paid at the Contract Unit Price per linear foot of installed removed (pulled back for removal). The measurement shall be made in place, along the center line of the pipe.

2. Contract Unit Price shall be payment in full for furnishing all labor, materials, tools, and equipment required for all clearing, cutting, excavating, pipe removal backfilling, restoration, aggregate drives, 1013.711A / April 2026 01 20 00 - 5 PRICE AND PAYMENT PROCEDURES mulching, seeding, erosion control, final cleanup, and all other incidental items of Work not paid for under other items.

H. Connect to Existing (Water & Sewer)

1. Connections to Existing shall be paid for at the Contract Unit Price for each connection made to existing water mains and sanitary force mains of the size and type identified.

2. The Contract Unit Price shall be payment in full for all excavation, cutting the existing water main (if required), temporary bypass to keep the line in service, pumping the fluid out of the line and disposal, installing the specified fittings, line stops, valves, joint restraint, testing, backfilling, restoration, mulching, seeding, sodding, erosion control, final cleanup, and all other incidental items of Work not paid for under other items.

I. Sodding

1. Trench Safety shall be paid at the Contract Unit Price per linear foot of pipe installed. The measurement shall be made in place, along the center line of pipe, excluding the pipe installed in casings, by horizontal direction drilling, or pipe installed shallower than five feet in depth.

2. The Contract Unit Price shall be full compensation for all trench boxes, sheeting, bracing and shoring in excavations and all other incidental items of Work not paid for under other items. The nature and extent shall be as described in the Florida Trench Safety Act and OSHA Standard 29 CFR Part 1926.650 Subpart P.

J. Trench Safety

1. Trench Safety shall be paid at the Contract Lump Sum Price.

2. The Contract Unit Price shall be full compensation for all trench boxes, sheeting, bracing and shoring in excavations and all other incidental items of Work not paid for under other items. The nature and extent shall be as described in the Florida Trench Safety Act and OSHA Standard 29 CFR Part 1926.650 Subpart P.

K. Prevention, Control, and Abatement of Erosion/Water Pollution

1. Prevention, Control, and Abatement of Erosion/Water Pollution shall be paid at the Contract Lump Sum Price.

2. The Contract Lump Sum Price shall be full compensation for all work including labor, materials, and equipment necessary for the prevention, control, and abatement of erosion and water pollution related to the construction of the Work required by the Contract Documents. Work under this item shall also include all regulatory permitting including NPDES NOI for General Permit for Construction Projects and the preparation of the erosion and sediment control plan.

PRICE AND PAYMENT PROCEDURES 01 20 00 - 6 1013.711A / April 2026

L. Mobilization

1. Mobilization shall be paid at the Contract Lump Sum Price. Payment for

Mobilization shall be made as follows: 30% of the item shall be complete at the end of the first month (or pay period) of the contact time; 60% of the item shall be complete when 30% of the original contract is complete;

100% of the item shall be complete when 60% of the original contract is complete.

2. The Contract Lump Sum Price shall be full compensation for transporting equipment, labor and materials to the site at the beginning of and throughout the Project and removing said items at the end of the Project. The nature and extent shall be as described in the Florida DOT Standard Specifications for Road and Bridge Construction.

M. Indemnification Acceptance

1. Indemnification Acceptance shall be paid at the Contract Lump Sum

Price. No separate payment shall be made.

2. The Contract Lump Sum Price shall constitute the compensation received by the Contractor for granting indemnification from liability damages as required pursuant to Section FS 725.06, Florida Statutes.

N. Additional Cost of Insurance

1. Additional Cost of Insurance shall be paid at the Contract Lump Sum

Price. Payment for shall be made at the end of the first month.

2. The Contract Lump Sum Price shall be full compensation for any

Additional Cost of the Insurance as Required for this Bid.

O. Public Construction Bond

1. Public Construction Bond shall be paid at the Contract Lump Sum Price.

Payment for shall be made at the end of the first month.

2. The Contract Lump Sum Price shall be full compensation for the Public Construction Bond as Required for this Bid.

P. Maintenance of Traffic

1. Maintenance of Traffic shall be paid at the Contract Lump Sum Price.

Payment for Maintenance of Traffic shall be made in proportion to the quantity of pipe installed in road rights-of-way.

2. The Contract Lump Sum Price shall be full compensation for all traffic control including plan preparation and submittal, signs and barricades, traffic control devices, PCMS’s, flaggers, uniformed officers and all other incidental items of Work not paid for under other items. The nature and extent shall be as described in the Florida DOT Standard Specifications for Road and Bridge Construction Section 102, subsections 1 through 13.

This item includes the construction, removal and restoration of temporary stabilized roadway.

1013.711A / April 2026 01 20 00 - 7 PRICE AND PAYMENT PROCEDURES

1.07 SUBSTITUTION PROCEDURES

A. Engineer will consider requests for Substitutions only within 30 days after date established in Notice to Proceed following procedure required in Section 01 60 00 – Product Requirements.

1.08 APPLICATION FOR PROGRESS PAYMENTS

A Schedule of Values

1. Submit typed schedule on EJCDC 1910-8-E or equivalent. Contractor's standard form or electronic media printout acceptable to the Owner and Engineer.

2. Submit preliminary Schedule of Values within five (5) days after Bid upon request by Owner.

3. Submit final Schedule of Values in duplicate within fifteen (15) days after date of Owner-Contractor Agreement.

4. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major specification Section.

Identify site mobilization, bonds and insurance.

5. Include within each line item a direct proportional amount of Contractor's overhead and profit.

6. Revise schedule to list approved Change Orders with each Application for Payment.

B. Progress Payment Procedures

1. Submit applications for progress payments monthly as the work progresses in accordance with the provisions of the Supplemental and General Conditions.

2. Submit three (3) copies of progress payment application. Utilize Schedule of Values for delineating items in Application for Payment.

3. Progress payments shall be made based on estimated quantity of work unit completed and requested by the Contractor in the period and confirmed by the Engineer.

1.09 CONTRACT MODIFICATION PROCEDURES

A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by EJCDC Article 9.05 by issuing supplemental instructions.

B. The Engineer may issue a Notice of Change which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, and a change in Contract Time for executing the change.

Contractor will prepare and submit an estimate within five (5) days.

PRICE AND PAYMENT PROCEDURES 01 20 00 - 8 1013.711A / April 2026

C. Stipulated Sum/Price Change Order: Based on Notice of Change and Contractor's fixed price quotation.

D. Unit Price Change Order: For pre-determined unit prices, the Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of Work which are not pre-determined, execute Work under a Work Directive Change. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order.

E. Work Directive Change: Engineer may issue a directive, on EJCDC Work Directive Change (Section 00 63 49) signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time.

Promptly execute the change.

F. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents.

G. Maintain detailed records of Work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

H. Change Order Forms: EJCDC Change Order (Section 00 63 63).

I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.10 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

Not Used

1013.711A / April 2026 01 20 00 - 9 PRICE AND PAYMENT PROCEDURES

10137.11A / April 2026 01 30 00 - 1 ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Project Management and Coordination.

B. Construction Progress Documentation.

C. Submittal Procedures.

1.02 PROJECT MANAGEMENT AND COORDINATION

A. Project Coordination

1. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

2. Verify that utility requirements characteristics of operating equipment are compatible with utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connection to, and placing in service, such equipment.

3. Coordinate completion and clean-up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner’s partial occupancy.

4. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

B. Preconstruction Conference

1. Owner will schedule a conference after Notice of Award.

2. Attendance Required: Owner, Engineer and Contractor.

3. Agenda:

a. Execution of Owner-Contractor Agreement.

b. Submission of executed bonds and insurance certificates.

c. Distribution of Contract Documents.

d. Submission of list of Subcontractors, list of products, Schedule of

Values, and progress schedule.

e. Designation of personnel representing the parties in Contract, and the

Engineer.

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 2 10137.11A / April 2026

f. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures.

g. Scheduling.

h. Scheduling activities of geo-technical Engineer.

C. Site Mobilization Conference

1. Engineer will schedule a conference at the Project site prior to Contractor occupancy.

2. Attendance Required: Owner, Engineer, Special Consultants, Contractor, Contractor's Superintendent, and major Subcontractors.

3. Agenda:

a. Use of premises by Owner and Contractor.

b. Owner's requirements and partial occupancy.

c. Construction facilities and controls provided by Owner.

d. Temporary utilities provided by Owner.

e. Survey layout.

f. Security and housekeeping procedures.

g. Schedules.

h. Procedures for testing.

i. Procedures for maintaining record documents.

j. Requirements for start-up of equipment.

k. Inspection and acceptance of equipment put into service during construction period.

D. Progress Meetings

1. Attend monthly progress meetings.

2. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Engineer, as appropriate to agenda topics for each meeting.

3. Agenda:

a. Review minutes of previous meetings.

b. Review of Work progress.

c. Field observations, problems, and decisions.

d. Identification of problems which impede planned progress.

e. Review of submittals schedule and status of submittals.

f. Review of off-site fabrication and delivery schedules.

g. Maintenance of progress schedule

h. Corrective measures to regain projected schedules.

i. Planned progress during succeeding Work period.

j. Coordination of projected progress.

k. Maintenance of quality and Work standards.

l. Effect of proposed changes of progress schedule and coordination.

m. Other business relating to Work.

10137.11A / April 2026 01 30 00 - 3 ADMINISTRATIVE REQUIREMENTS

4. Engineer will have the responsibility for preparing the agenda, presiding at the meeting, recording the minutes, and distributing copies to the Owner, Contractor, participants, and those affected by decisions made.

E. Pre-Installation Conferences

1. When required in individual specification Section, convene a pre-installation conference at Work site prior to commencing Work of the Section.

2. Require attendance of parties directly affecting, or affected by, Work of the specific Section.

3. Notify Engineer four days in advance of meeting date.

4. Prepare agenda, preside at conference, record minutes, and distribute copies within two days after conference to participants, with two copies to Engineer.

5. Review conditions of installation, preparation and installation procedures, and coordination with related Work.

1.03 CONSTRUCTION PROGRESS SCHEDULES

A. Submit network analysis diagram using the critical path method, generally as outlined in Associated General Contractors of America (AGC) publication “The Use of CPM in Construction - A Manual for General Contractors and the Construction Industry

B. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration.

C. Indicate estimated percentage of completion for each item of Work at each submission.

D. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner.

E. Submit initial Progress Schedules in duplicate within 15 days after date of Owner Contractor Agreement. After review by Engineer revise and resubmit as required. Submit revised schedules with each Application for Payment, reflecting changes since previous submittal.

1.04 SUBMITTAL PROCEDURES

A. Procedures.

1. Deliver submittals to Engineer at ChastainSkillman | DCCM, 205 E. Orange

St, Ste. 110, Lakeland, Florida 33801.

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 4 10137.11A / April 2026

2. Transmit each item with a transmittal form identifying project, Contractor, subcontractor, major supplier; identify pertinent drawing sheet and detail number, and Specification section number, as appropriate. Submittals shall only be accepted from the Contractor.

3. Comply with progress schedule for submittals related to Work progress.

Submit all Shop Drawings, Product Data, and Samples in a prompt and timely manner so that there will be no delay to Work due to absence of data.

Coordinate submittal of related items.

4. Review Shop Drawings, Product Data and Samples prior to submission.

Contractor shall stamp, date and sign each submittal to indicate that the subject matter conforms to the requirements of the Contract Documents.

5. Determine and verify:

a. Field measurements.

b. Field construction criteria.

c. Catalog numbers and similar data.

d. Conformance with specifications.

6. Coordinate each submittal with requirements of the Work and of the Contract Documents.

7. Notify the Engineer in writing, at time of submission, identifying any deviations in the submittals from requirements of the Contract Documents.

8. Should any submitted item require modification to any surrounding structure or appurtenance detailed on the drawings, details of the modifications shall also be submitted. The cost of any modifications shall be completed at no additional cost to the Owner.

9. Begin no fabrication or Work which requires submittals until return of submittals with Engineer review comments.

10. Provide submittals in a prompt and timely manner so as not to delay the Work. Delays in Work caused by incomplete or incorrect submittals or re-submittals shall not be grounds for time extensions or additional costs to the Owner.

11. After Engineer review of submittal, revise and resubmit as required, identifying changes made since previous submittal.

12. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply with provisions.

13. Provide reasonable assurance that materials and equipment delivered to worksite conforms to the reviewed shop drawings. Notify the Engineer of any observed deviations from the shop drawings.

B. Shop Drawings.

1. Shop drawings shall be assigned a sequential number for ease in identification. Re-submittals shall retain the assigned number with an alphabetic suffix.

2. Drawings shall be presented in a clear and thorough manner. Details shall be identified by reference to drawing and detail number, and specification section number.

10137.11A / April 2026 01 30 00 - 5 ADMINISTRATIVE REQUIREMENTS

3. Minimum sheet size: 8 1/2" x 11".

4. After review, distribute in accordance with Procedures, above.

C. Product Data

1. Preparation

a. Clearly mark each copy to identify pertinent products or models.

b. Show performance characteristics and capacities.

c. Show dimensions and clearances required.

d. Show wiring or piping diagrams and controls.

2. Manufacturer's standard schematic drawings and diagrams:

a. Modify drawings and diagrams to delete information which is not applicable to the Work.

b. Supplement standard information to provide information specifically applicable to the Work.

3. After review, distribute in accordance with Article on Procedures above.

D. Manufacturer's Instructions

1. When required in individual Specification Section, submit manufacturer's printed instructions for delivery, storage, assembly, installation, start up, adjusting and finishing in quantities specified for product data.

2. Identify conflicts between manufacturer's instructions and Contract Documents.

E. Manufacturer's Certifications

1. When specified in individual specification Sections, submit manufacturer's certificate to Engineer for review.

2. Indicate material or product conforms to or exceeds specified requirements.

Submit supporting reference date, affidavits, and certifications as appropriate.

3. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer.

F. Samples

1. Submit samples to illustrate functional and aesthetic characteristics of the

Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing Work.

2. Submit samples of finishes from the full range of manufacturers' standard colors and textures for Engineer's selection.

3. Include identification on each sample, with full Project information.

4. Reviewed samples which may be used in the Work are indicated in individual specification sections.

G. Submission Requirements

1. Hard copy submittals:

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 6 10137.11A / April 2026

a. Shop Drawings: Submit the number of opaque reproductions which the Contractor requires, plus four (4) copies which will be retained by the Engineer.

b. Product Data: Submit the number of copies which the Contractor requires, plus four (4) which will be retained by the Engineer.

c. Samples: Submit the number of samples which the Contractor requires (minimum three), plus four (4) which will be retained by the Engineer.

d. Submittals shall include all information required in paragraph 1.04.G.3. of this Section.

2. Electronic Submittals:

a. Alternatively an electronic submittal may be made for Shop Drawings and Product Data. Submit one (1) PDF to the Engineer via email or other electronic transmission method approved by the Engineer. PDF format shall allow inserting comments into the document.

b. A PDF transmittal sheet shall be included with the submittal.

c. Submittals shall include all information required in paragraph

1.04.G.3. of this Section.

3. Submittals shall contain:

a. The date of submission.

b. The Project title and number.

c. Contract identification.

d. The names of:

i. Contractor

ii. Subcontractor

iii. Supplier

iv. Manufacturer

e. Identification of the product, with the specification section number.

f. Field dimensions, clearly identified as such.

g. Relation to adjacent or critical features of the Work or materials.

h. Applicable standards, such as ASTM or Federal Specification numbers.

i. Identification of deviations from Contract Documents.

j. A 4" x 4" blank space for Engineer stamps.

k. Contractor’s stamp, initialed or signed, certifying to review of submittals, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents.

4. Resubmissions shall contain:

a. Date of previous submission.

b. Revised drawings and data responding to comments of initial review.

c. Identification of other revisions made on shop drawings and reason for revisions.

5. Failure of Contractor to comply with these requirements shall be cause for rejection of any non-complying submittal.

10137.11A / April 2026 01 30 00 - 7 ADMINISTRATIVE REQUIREMENTS

1.05 PHOTO DOCUMENTATION

A. Preconstruction Video Route/Site Survey

1. A video route/site survey is required for all construction areas.

2. All video recording must be made in a digital, continuous running audio-video format. Audio-video recordings to be provided on standard DVD format suitable for play-back on standard DVD players and computer drives.

3. All video recording shall be done during times of good visibility. No taping shall be done during periods of visible precipitation.

4. All DVDs shall be properly identified as to location, time, and date.

Locations must be identified with respect to street name and station numbering.

5. Two copies of the DVD(s) shall be provided to the Engineer/Owner prior to construction.

B. Progress Photographs

1. Submit photographs with each application for payment, taken not more than two weeks prior to submission of application for payment.

2. Photography Type: Optical; photographer quality prints or digital images in jpeg format.

3. Provide photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to the Owner/Engineer.

4. Views:

a. Provide photographs from four cardinal views at each specified time, until Date of Substantial Completion.

b. Provide a minimum of twelve (12) additional photos at each specified time. Views shall be selected to record maximum information regarding construction progress and to document location/condition of elements of the construction that will be buried or otherwise concealed when construction is complete.

c. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

5. Prints: Full color; three prints of each view (if print option is selected for Photography Type).

a. Glossy; smooth texture; white tint, single weight; contrast grade 4, extra hard.

b. Size: 8 x 10 inch (200 x 250 mm); mounted for binder and tabs.

c. Identify each print on back. Identify name of Project, contract number, phase, orientation of view, date and time of view, name and address of photographer, and photographer’s numbered identification of exposure.

6. Digital Images (if print option is selected for Photography Type).

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 8 10137.11A / April 2026

a. Full color, minimum 300 dpi, 8 x 10 inch equivalent.

b. Provide on CD-ROM with key sheet in Microsoft Excel readable file.

c. Key sheet shall reference each photograph by file name. For each photograph, identify name of Project, contract number, phase, location of view, orientation of view, date and time of view.

d. Provide two (2) copies of CD-ROM at each specified time.

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10137.11A / April 2026 01 40 00 - 1 QUALITY REQUIREMENTS

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Regulatory Requirements.

B. References.

C. Quality Assurance.

D. Quality Control.

1.02 RELATED SECTIONS

A. Section 01 20 00 – Price and Payment Procedures: Allowances.

B. Section 01 30 00 – Administrative Requirements: Submission of Manufacturers' Instructions and Certificates.

C. Section 01 45 29 – Testing Laboratory Services

D. Section 01 60 00 – Product Requirements: Requirements for material and product quality.

1.03 REFERENCES

A. Conform to reference standard by date of issue current on date of Contract Documents.

B. Obtain copies of standards when required by Contract Documents.

C. Should specified reference standards conflict with Contract Documents, request clarification for Engineer before proceeding.

D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

QUALITY REQUIREMENTS 01 40 00 - 2 10137.11A / April 2026

1.04 QUALITY ASSURANCE

A. Manufacturers' Field Services and Reports

1. When specified in individual specification Sections, require material or

Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary.

2. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3. Submit report in duplicate within 30 days of observation to Engineer for review.

B. Field Samples

1. Install field samples at the site as required by individual specifications

Sections for review.

2. Acceptable samples represent a quality level for the Work.

3. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Engineer.

C. Mock-Up

1. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes.

2. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Engineer.

1.05 QUALITY CONTROL

A. Field Quality Control Procedures

1. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

2. Comply fully with manufacturers' instructions, including each step in sequence.

3. Should manufacturers' instructions conflict with Contract Documents, request written clarification from Engineer before proceeding.

4. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

5. Perform Work by persons qualified to produce workmanship of specified quality.

6. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

10137.11A / April 2026 01 40 00 - 3 QUALITY REQUIREMENTS

B. Testing and Inspection Services

1. Contractor shall appoint, employ, and pay for services of an independent testing laboratory to perform specified inspection and testing.

2. If allowance is specified in Section 01 20 00, Contractor shall pay for services from Allowance.

3. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

4. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by Engineer. Payment for retesting will be charged to Contractor by deducting inspection or testing charges from the Contract Sum/Price.

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10137.11A / April 2026 01 45 29 - 1 TESTING LABORATORY SERVICES

SECTION 01 45 29

TESTING LABORATORY SERVICES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Selection and payment.

B. Contractor submittals.

C. Laboratory responsibilities.

D. Laboratory reports.

E. Limits on testing laboratory authority.

F. Contractor responsibilities.

G. Schedule of inspections and tests.

1.02 RELATED SECTIONS

A. Section 01 20 00 – Price and Payment Procedures: Testing allowance, if specified.

B. Section 01 30 00 - Administrative Requirements: Manufacturer's certificates.

C. Section 01 40 00 – Quality Requirements: Testing and Inspection Services.

D. Section 01 70 00 - Contract Closeout: Project Record Documents.

E. Individual Specification Sections: Inspections and tests required, and standards for testing.

1.03 REFERENCES

A. ANSI/ASTM D3740 - Practice for Evaluation for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

TESTING LABORATORY SERVICES 01 45 29 - 2 10137.11A/ April 2026

B. ANSI/ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction.

1.04 SELECTION AND PAYMENT

A. Refer to Section 01 40 00 – Quality Requirements for testing laboratory selection and payment.

1.05 QUALITY ASSURANCE

A. Comply with requirements of ANSI/ASTM E329 and ANSI/ASTM D3740.

B. Laboratory: Authorized to operate in state in which project is located.

C. Laboratory Staff: Maintain a full-time registered Engineer on staff to review services.

D. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) Standards or accepted values of natural physical constants.

1.06 CONTRACTOR SUBMITTALS

A. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full-time registered Engineer and responsible officer.

B. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards (NBS) during most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection.

1.07 LABORATORY RESPONSIBILITIES

A. Test samples of mixes submitted by Contractor.

B. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services.

C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards.

10137.11A / April 2026 01 45 29 - 3 TESTING LABORATORY SERVICES

D. Ascertain compliance of materials and mixes with requirements of Contract Documents.

E. Promptly notify Engineer and Contractor with copies to Owner of observed irregularities or non-conformance of Work or Products.

F. Perform additional inspections and tests required by Engineer.

G. Attend pre-construction conferences and progress meetings.

1.08 LABORATORY REPORTS

A. After each inspection and test, promptly submit two copies of laboratory report to Engineer, to Owner and to Contractor.

B. Include:

1. Date issued

2. Project title and number

3. Name of inspector

4. Date and time of sampling or inspection

5. Identification of product and Specifications Section

6. Location in the Project

7. Type of inspection or test

8. Date of test

9. Results of tests

10. Conformance with Contract Documents.

C. When requested by Engineer, provide interpretation of test results.

1.09 LIMITS ON TESTING LABORATORY AUTHORITY

A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

B. Laboratory may not approve or accept any portion of the Work.

C. Laboratory may not assume any duties of Contractor.

D. Laboratory has no authority to stop the Work.

TESTING LABORATORY SERVICES 01 45 29 - 4 10137.11A/ April 2026

1.10 CONTRACTOR RESPONSIBILITIES

A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.

B. Cooperate with laboratory personnel and provide access to the Work.

C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples.

D. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring inspection and testing services.

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10137.11A / April 2026 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. Temporary Utilities

B. Temporary Controls

C. Construction Facilities

1.02 RELATED REQUIREMENTS

A. Section 01 70 00 – Execution and Closeout Procedures: Final Cleaning.

1.03 ELECTRICITY, LIGHTING

A. Provide and pay for power service required from utility source.

B. Provide separate metering and pay for cost of energy used.

C. Provide power outlets for construction operations, with branch wiring and distribution boxes located to allow service by means of construction type power cords.

D. Provide main service disconnect and over-current protection at convenient location.

1.04 TEMPORARY VENTILATION

A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

1.05 TEMPORARY WATER SERVICE

A. Connect to the City system.

B. Owner will pay cost of water used. Exercise measures to conserve water.

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2 10137.11A / April 2026

C. Extend branch piping with outlets located so water is available by hoses with threaded connections.

1.06 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures.

B. Existing sanitary facilities within buildings may not be utilized.

1.07 BARRIERS

A. Provide as required to prevent public entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations.

B. Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials and puddling or continuous running water.

1.08 PROTECTION OF INSTALLED WORK

A. Protect installed Work and provide special protection where specified in individual specification Sections.

B. Provide temporary and removable protection for installed products. Control activity in immediate work area to minimize damage.

C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

E.