TAMPA BAY WATER

Project No. 07153 Cross Bar Ranch Wellfield Water Transmission Main -

Utility Conflict

100% Specifications

Prepared by Wade Trim, Inc

December 2025

THIS PAGE LEFT BLANK INTENTIONALLY

Cross Bar Ranch Wellfield

Water Transmission Main December 2025

TABLE OF CONTENTS

DIVISION 1 – GENERAL

01010 Summary of Work

01025 Measurement and Payment

01027 Payment Applications

01040 Project Coordination

01050 Field Engineering

01065 Permits and Easements

01100 Special Project Procedures

01300 Contractor Submittals

01310 Construction Progress Schedules

01313 Construction and Schedule Constraints

01410 Testing and Quality Control

01720 Contract Record and Close Out Documentation

DIVISION 2 – SITE WORK

02075 Microtunneling

02100 Demolitions

02220 Excavating, Backfilling, and Compacting

02270 Erosion and Sedimentation Control

02410 Shaft Excavation and Support

02431 Contact and Void Repair Grouting

02665 Carrier Pipe Installation and Backfill

02922 Sodding

DIVISION 3 – CONCRETE

03000 Concrete

03600 Grout

Water Transmission Main December 2025

DIVISION 09 – FINISHES

09940 Protective Coatings

DIVISION 13 – SPECIAL CONSTRUCTION

134713 Cathodic Protection System

DIVISION 15 – MECHANICAL

15065 Steel Pipe

15101 AWWA Butterfly Valves

15104 Resilient-Seated Gate Valves

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SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 PROJECT DESCRIPTION

A. The WORK described herein consists of the construction of approximately 500 LF of 60-inch replacement raw water transmission main across State Road 52 with open cut and microtunneling methods as indicated on the DRAWINGS and specified herein. The existing crossing will be placed out of service and the new crossing connected and placed into service as shown and specified.

B. The project is located as shown in the Contract Documents.

1.2 WORK DESCRIPTION

A. The WORK of this PROJECT consists of:

1. Furnish all materials, labor, tools, equipment, and incidentals necessary for the complete and proper construction of the WORK as shown on the construction DRAWINGS and specified herein.

B. All materials, equipment, skills, tools and labor which are necessary and incidental for the proper completion of the WORK, shall be furnished and installed by the CONTRACTOR at no additional cost to the OWNER, whether specifically indicated in the CONTRACT DOCUMENTS or not.

C. In carrying out the WORK, comply with all applicable basic materials and construction requirements specified in the CONTRACT DOCUMENTS.

1.3 CONTRACT PRICE

A. Construct the WORK based on the PROPOSAL. The CONTRACTOR’s compensation for all construction, materials, equipment, and installation shown on the DRAWINGS and included in the SPECIFICATIONS will be deemed to be included in the unit Bid Schedule.

1.4 SUBSTANTIAL AND FINAL COMPLETION

A. Before substantial completion, inspect and take all necessary remedial measures of every portion of the WORK, whether remedial work was identified by the CONTRACTOR, ENGINEER or OWNER, to ensure the overall performance is in compliance with the terms of the CONTRACT DOCUMENTS.

B. The WORK shall be complete including all incidental mechanical, electrical, testing and

Water Transmission Main 01010-2 December 2025 calibration, and disinfection and ready for the OWNER to assume operations.

C. SUBSTANTIAL and FINAL COMPLETION of the WORK shall be completed, tested and ready for operation in accordance with the dates as contained in the CONTRACT

DOCUMENTS.

PART 2 - MATERIALS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

Water Transmission Main 01025-1 December 2025

SECTION 01025

MEASUREMENT AND PAYMENT

1.1 GENERAL

A. The CONTRACTOR shall receive and accept the compensation provided in the PROPOSAL and the AGREEMENT as full payment for furnishing all materials, labor, tools and equipment, for performing all operations necessary to complete the WORK and also as full payment for loss or damages arising from the nature of the WORK, or from any discrepancy between the actual quantities of WORK and quantities herein estimated by the ENGINEER, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the WORK until FINAL

COMPLETION.

B. The prices stated in the PROPOSAL include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the WORK. The basis of payment for UNIT PRICE WORK shown in the PROPOSAL shall be in accordance with the description of the respective items in this Section.

C. The CONTRACTOR'S attention is called to the fact that the prices for the various items of work are intended to establish a total price for completing the WORK in its entirety.

Should the CONTRACTOR feel that the cost for any item of WORK has not been established by the PROPOSAL form, the cost for that work shall be included in some other applicable PROPOSAL item, so that the PROPOSAL for the PROJECT does reflect the CONTRACTOR'S total price for completing the WORK in its entirety.

D. Unless specifically listed as a Bid Item, no separate payment will be made for the following items and the cost of such work shall be included in the applicable contract pay items of work.

1. Clearing and grubbing.

2. Excavation, including necessary pavement/slab removal.

3. Shoring and sheeting.

4. Dewatering and disposal of surplus water including well point dewatering as directed by Engineer.

5. Backfilling.

6. Grading.

7. Replacement or restoration of paved or unpaved roadways, grass and shrubbery plots outside of established pay limits.

8. Replacement or restoration of curbing, gutter, sidewalk, and site restoration of any areas damaged during construction activities.

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9. Temporary facilities and controls during construction such as water/sanitary facilities, traffic control and environmental protection, unless specifically provided for in a pay item.

10. Removing and disposing of waste material due to construction.

11. Cleanup.

12. Refill materials, except as hereinafter specified.

13. Testing and placing system in operation.

14. Any material or equipment required installed and/or used for the tests.

15. Maintaining the existing quality of service during construction.

16. Repair of sanitary sewer house laterals damaged during construction.

17. Repair and/or cleaning of storm sewers, inlets & catch basins damaged or filled with sediment during construction.

18. Color audio-video construction record.

19. Providing the services of an Independent Testing Laboratory for materials and compaction testing.

20. Providing the services of a professional land surveyor, licensed in the State of Florida, to establish horizontal and vertical control, layout the work, and assist with the preparation of record drawings.

21. Cost to reproduce drawings, specifications, shop drawings, and reports for the Contractor’s use and for submissions to the OWNER

22. Temporary fencing.

23. Dust Control.

24. Noise suppression measures.

25. Removing, relocating, resetting existing street signage to facilitate construction.

26. Removing, relocating, resetting mailboxes to facilitate construction.

27. Utility notification and location and exploratory pits; and

28. All other appurtenant work as required for a complete and operable system.

1.2 MEASUREMENT

A. The quantities shown are approximate and are only given as a bas is of calculation upon which the award of the CONTRACT is to be made. The OWNER does not assume any responsibility for the final quantities, nor shall the CONTRACTOR claim misunderstanding because of such estimate of quantities. The quantities for payment shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the OWNER, in accordance with the applicable method of measurement therefore contained herein. Representatives of the CONTRACTOR and the ENGINEER shall witness all field measurements.

1.3 WORK OUTSIDE AUTHORIZED LIMITS

A. No payment will be made for WORK constructed outside the authorized limits of work.

1.4 MEASUREMENT STANDARDS

A. Unless otherwise specified for the particular items involved, all measurements of distance

Water Transmission Main 01025-3 December 2025 shall be taken horizontally or vertically.

1.5 PROPOSAL ITEM DESCRIPTIONS

Detailed descriptions for each PROPOSAL item follow:

A. Item No. 1 – GENERAL CONDITIONS, BONDS AND INSURANCE

The bid price for General Conditions, Bonds and Insurance shall be a lump sum amount included in the bid. This bid item shall include obtaining all permits, insurance, and bonds; providing a color audio-videotape of existing conditions of the construction site or route; and complying with all of the general conditions of the Contract as required for the proper performance and completion of the work.

Bid price for General Conditions, Bonds and Insurance shall not exceed 2% of the bid subtotal for installed items and Mobilization.

Payment for Bid Item #1 shall be made successfully upon successfully obtaining bonds, insurance and completing audio-video tape of preexisting conditions for the project.

Contractor shall submit original signed copies of bonds, provide copies of proof of insurance and an electronic copy of the audio-videotape of existing conditions prior to beginning any other construction activity on the projects and prior to invoicing for this bid item.

B. Item No. 2 – MOBILIZATION AND DEMOBILIZATION

The bid price for mobilization and demobilization shall be a lump sum amount calculated as a percentage of the subtotal of the bid items to be installed. This bid item shall include securing a staging area in proximity to the work if public lands are insufficient; moving onto the site all materials and equipment; furnishing and erecting temporary buildings, access roads and other items as necessary to complete the work; providing field trailers, sanitary facilities and potable water facilities as required for the proper performance and completion of the work.

Bid price for mobilization shall not exceed 5% of the bid subtotal for installed items.

Payment for mobilization will be on an incremental basis in accordance with the following:

Percent of Original Allowable Percent Contract Amount of the Lump Sum Earned Price for the Item

5 15 10 25 25 50 50 75 75 85

100 100

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C. Item No. 3 – FDOT PAY ITEM – 1050 61260 - FURNISH AND INSTALL 60-INCH

STEEL WATER MAIN BY OPEN CUT

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install all 60-inch diameter steel pipe via open cut trench. The installation of pipe shall include, but may not be limited to:

1. Performing all evaluations and calculations necessary for the proper implementation of the installation.

2. Furnishing, installing and maintaining all necessary Maintenance of Traffic measures;

3. Furnishing, installing and maintaining all necessary erosion control measures including but not limited to artificial coverings, mowing, sandbagging, slope drains, sediment basins, hay bales, straw, floating silt barrier, staked silt barrier and seeding;

4. Maintaining the trench, which shall include dewatering, barricading, sheeting, shoring, containment, and berming as required or as directed by the Engineer;

5. Protecting existing utilities in place, including coordinating with third party to support poles where needed.

6. Installing the pipe;

7. Joining the pipe as required;

8. Furnishing and installing MJ adapters as necessary to connect steel pipe to other pipe materials, fittings, and valves;

9. Backfilling and compaction of trench;

10. Hydrostatic pressure testing and cleaning the pipe;

11. Disinfection, sampling and laboratory testing for bacteria;

12. All steel pipe joint testing by an independent third-party laboratory;

13. Cleaning up the job site which shall include removing excess materials and debris and re-grading the terrain;

14. Connecting piping to existing piping and/or structures; and

15. All other ancillary materials, equipment, labor, water, and power required for the complete installation of the piping.

All work shall be in accordance with the Technical Specifications.

Payment for installing 60-inch steel pipe by open cut shall be based on the horizontal distance in linear feet of pipe measured along the top centerline of the installed, in place, complete and acceptable to the OWNER’S REPRESENTATIVE.

D. Item No. 4 – FDOT PAY ITEM – 1050 61160 - FURNISH AND INSTALL 60-INCH

STEEL WATER MAIN BY MICROTUNNELING

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install all 60-inch diameter steel pipe via microtunelling including the launch and receiving shafts. The installation shall include, but may not be limited to:

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1. Furnishing, cutting and joining the steel casing pipe.

2. Microtunnel installation of the steel casing pipe.

3. Furnishing and installing the "casing spacers" on the carrier pipe.

4. Furnishing and installing the carrier pipe.

5. Furnishing and installing bulkheads or end seals to seal the annular space.

6. Furnishing and installing cement-fly ash slurry mix to grout the annular space.

7. Excavating the entrance and recovery shafts, including rock and muck excavation and removal;

8. Maintaining the entrance and recovery shafts including dewatering, sheeting, shoring and bracing as required;

9. Ground treatment to soften earth to allow installation of sheeting.

10. Conveyance of soil dewatering and initial and weekly testing.

11. Installation and removal of erosion control devices and control of runoff from the site;

12. Removal and replacement of fence and gates;

13. Removal and protection of trees as indicated on the CONTRACT DRAWINGS;

14. Backfilling and compaction of entrance and recovery shafts, including flowable fill cradle up to the springline of the lower bends in the shafts.

15. Settlement monitoring.

16. All surface restoration within limits of construction including mulching, seeding and appurtenant work.

Payment for 60-inch steel water main by microtunneling shall be based on actual linear feet of the casing pipe measured along the centerline of the pipe in place complete and acceptable to the

OWNER’S REPRESENTATIVE.

E. Item No. 5 – FDOT PAY ITEM – 1050 61236 - FURNISH AND INSTALL 36-INCH

STEEL WATER MAIN BY OPEN CUT

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install all 36-inch diameter steel pipe via open cut. The installation of pipe shall include, but may not be limited to:

1. Performing all evaluations and calculations necessary for the proper implementation of the installation.

2. Furnishing, installing and maintaining all necessary Maintenance of Traffic measures;

3. Furnishing, installing and maintaining all necessary erosion control measures including but not limited to artificial coverings, mowing, sandbagging, slope drains, sediment basins, hay bales, straw, floating silt barrier, staked silt barrier and seeding;

4. Maintaining the trench, which shall include dewatering, barricading, sheeting, shoring, containment, and berming as required or as directed by the OWNER’S

REPRESENTATIVE;

5. Protecting existing utilities in place, including coordinating with third party to support poles where needed.

6. Installing the pipe;

7. Joining the pipe as required;

8. Furnishing and installing MJ adapters as necessary to connect steel pipe to other pipe

Water Transmission Main 01025-6 December 2025 materials, fittings, and valves;

9. Backfilling and compaction of trench;

10. Hydrostatic pressure testing and cleaning the pipe;

11. Disinfection, sampling and laboratory testing for bacteria;

12. All steel pipe joint testing by an independent third-party laboratory;

13. Cleaning up the job site which shall include removing excess materials and debris and re-grading the terrain;

14. Connecting piping to existing piping and/or structures; and

15. All other ancillary materials, equipment, labor, water, and power required for the complete installation of the piping.

All work shall be in accordance with the Technical Specifications.

Payment for installing 36-inch steel pipe by open cut shall be based on the horizontal distance in linear feet of pipe measured along the top centerline of the installed, in place, complete and acceptable to the OWNER’S REPRESENTATIVE.

F. Item No. 6 – FDOT PAY ITEM – 1055 61160 - FURNISH AND INSTALL 60-INCH

STEEL FITTINGS

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install all steel fittings via open cut trench. The installation of fittings shall include, but may not be limited to:

1. Furnishing and installing appropriate fittings including tees and bends.

2. Performing all evaluations and calculations necessary for the proper implementation of the installation.

3. Joining fitting to the pipeline.

Payment for installation of 60-inch fittings shall be based on each fitting furnished and installed.

G. Item No. 7 – FDOT PAY ITEM – 1055 61136 - FURNISH AND INSTALL 36-INCH

STEEL FITTINGS

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install all steel fittings via open cut trench. The installation of fittings shall include, but may not be limited to:

1. Furnishing and installing appropriate fittings including tees and bends.

2. Performing all evaluations and calculations necessary for the proper implementation of the installation.

3. Joining fitting to the pipeline.

Payment for installation of 36-inch fittings shall be based on each fitting furnished and installed.

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H. Item No. 8 – FDOT PAY ITEM – 1080 26102 - FURNISH AND INSTALL AIR

RELEASE VALVES

The CONTRACTOR shall provide all labor, equipment, and materials to furnish and install the air release valve assembly of the size and type specified. The unit price shall include the cost of jointing materials, including rings, reducer(s), joint restraining, polyethylene wrap, bolts and gaskets, installation costs, concrete support, concrete valve box pad with bronze disc, air valve box, air valve lateral, and vent pipe.

The quantities for payment shall be the actual number of valves of each size and type specified herein, completed and accepted.

The quantities determined as specified above shall be paid at the unit price bid for each valve.

I. Item No. 9 – FDOT PAY ITEM – 1080 24160 - FURNISH AND INSTALL 60-INCH

BUTTERFLY VALVES

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install the valves of the size and type specified. The unit price shall include the cost of jointing materials, including rings, reducer(s), joint restraining, polyethylene wrap, bolts and gaskets, installation costs, concrete support, and concrete valve box pad with bronze disc, where required, and extension stems and adjustment of valve boxes to existing grade.

The quantities for payment shall be the actual number of valves of each size and type specified herein, completed and accepted.

The quantities determined as specified above shall be paid at the unit price bid for each valve.

J. Item No. 10 – FDOT PAY ITEM – 1080 24136 - FURNISH AND INSTALL 36-INCH

BUTTERFLY VALVES

The CONTRACTOR shall provide all labor, equipment and materials to furnish and install the valves of the size and type specified. The unit price shall include the cost of jointing materials, including rings, reducer(s), joint restraining, polyethylene wrap, bolts and gaskets, installation costs, concrete support, and concrete valve box pad with bronze disc, where required, and extension stems and adjustment of valve boxes to existing grade.

The quantities for payment shall be the actual number of valves of each size and type specified herein, completed and accepted.

The quantities determined as specified above shall be paid at the unit price bid for each valve.

K. Item No. 11 – FDOT PAY ITEM – 0400-603 - CATHODIC PROTECTION

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Contractor shall furnish and provide labor, equipment and materials to install cathodic protection system for the steel pipelines as shown in the Contract Drawings and as indicated in the specifications and shall include, but is not limited to, installation of test stations, dielectric gaskets, anode beds, test station housing and terminal boards, welding, and testing complete, all necessary excavation, sheeting and bracing, shoring, dewatering, backfilling, disposal of excess excavated material, restraints, painting to OWNER’S standards, testing, restoration, cleanup, and all other items necessary to complete the job, whether specifically mentioned or implied.

Payment for installing cathodic protection shall be based on lump sum basis for all of the installed cathodic protection system, in place, tested, complete and acceptable to the Engineer.

L. Item No. 12 - FDOT PAY ITEM – E574 1 -SOD RESTORATION

Contractor shall furnish all labor, equipment, and materials to replace and maintain all sodded areas as specified and as shown on the Contract Drawings and as directed by the OWNER’S

REPRESENTATIVE.

The quantity of lawn area, in square yards, to be measured for payment will be the actual area of sodded areas, placed within the limits of construction shown on the DRAWINGS except for the temporary construction easement, specified or as directed. Temporary construction easement shall be seeded and mulched.

Payment: Payment for sod restoration shall be made at the unit price bid per square yard.

M. Item No. 13 – FDOT PAY ITEM 0430830 - PLACE EXISTING PIPE OUT OF

SERVICE BY GROUTING

The CONTRACTOR shall furnish all labor, equipment and materials to place existing pipe out of service by grouting it as designated, shown, specified or directed by the OWNER’S REPRESENTATIVE. The work also includes furnishing all labor and equipment for grouting existing pipe as shown.

Payment for grouting existing pipe shall be made per cubic yard of grout installed.

N. Item No. 14 – FDOT PAY ITEM 1050 16006 - PLACE EXISTING PIPE OUT OF

SERVICE BY REMOVING

The CONTRACTOR shall furnish all labor, equipment and materials to remove pipe and appurtenances as designated, shown, specified or directed by the OWNER’S REPRESENTATIVE. The work also includes plugging the open ends of existing pipe to remain and be grouted, transporting the removed pipe and appurtenances, without delay, to the CONTRACTOR’s own place for proper disposal. The work includes disposal, excavation, backfill, compaction and restoration.

Payment for removal of existing pipe shall be based on actual linear feet of the pipe removed

Water Transmission Main 01025-9 December 2025 measured along the centerline of the pipe in place complete and acceptable to the OWNER’S

REPRESENTATIVE.

O . Item No. 15 – INDEMNIFICATION

Payment for indemnification shall be made at the lump sum price ($100), which price and payment shall be full compensation for providing indemnification in accordance with the General Conditions, Article

4.4; Indemnity. Payment shall be included in the first payment request submitted.

P. Item No. 16 – PROJECT ALLOWANCE

Measurement for this item will be made for in accordance with the CHANGE ORDER authorized by the OWNER. The allowance is for payment of permit fees and extra work specifically authorized by the OWNER, the compensation for which shall be determined in accordance with the CHANGE ORDER provisions of the General Conditions. Said compensation shall be deducted from the allowance at the time the CHANGE ORDER is authorized by the OWNER.

Payment for permit fees will be made to the Contractor based on actual invoiced amounts paid by the Contractor to obtain required FDEP Notice of Intent to Discharge Stormwater from Construction Activities.

Payment will not be made for:

1. Contractor premiums or markups.

2. Fees incurred due to Contractor's negligence.

3. Permits required for items for the Contractor’s convenience but not required by the Contract

Documents or the Engineer.

4. Fees and costs associated with utility services to temporary construction trailers and electricity required by the Contractor during construction.

Payment from the project allowance shall be made on either a lump sum or unit price basis, per the CHANGE ORDER, only after authorization from the OWNER, and then in accordance with the CHANGE ORDER provisions of the General Conditions.

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SECTION 01027

PAYMENT APPLICATIONS

1.1 REQUIREMENTS INCLUDED

A. The CONTRACTOR shall submit PAYMENT APPLICATIONS to the OWNER or OWNER’S REPRESENTATIVE/ENGINEER in accordance with the schedule established in the General Conditions of the CONTRACT DOCUMENTS.

1.2 FORMAT AND DATA REQUIRED

A. The CONTRACTOR shall submit applications electronically into OWNER’s

Masterworks project management software.

B. The CONTRACTOR shall provide itemized data, including, line items and values, and any other supporting documentation required for processing in Masterworks software.

1.3 PREPARATION OF EACH PAYMENT APPLICATION

A. Application Form:

1. Complete required information, including that for CHANGE ORDERS executed prior to date of submittal of application. Pay applications are executed in two steps, Items Posting per Masterworks MW-SOP-21 which is reviewed and approved by the OWNER or designee and Pay Estimate step per MW-SOP-22 requirements.

2. Complete summary of dollar values to agree with respective totals indicated on continuation sheets.

3. By submitting a payment application into the Masterworks project management software, the CONTRATOR is certifying the payment application is correct and all subcontractor and suppliers have been paid to date. Submittal of payment application shall be per Masterworks MW-SOP-22 requirements.

B. Continuation Sheets:

1. Complete total list of all scheduled component items of work, with item number and dollar value for each item as specified in the finalized schedule of values as approved by the OWNER, as indicated in Masterworks MW-SOP-21 and -22 requirements.

2. Complete dollar value in each column for each scheduled line item when work has been performed or products stored on site.

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3. List each CHANGE ORDER executed prior to date of submission, at the end of the continuation sheets. List by CHANGE ORDER Number, and description, as for an original component item of work.

4. Payment on component material stored on site shall be in accordance with the General Conditions.

1.4 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the OWNER requires substantiating data, the CONTRACTOR shall submit suitable information, with a cover letter identifying:

1. PROJECT

2. PAYMENT APPLICATION number and date.

3. Detailed list of enclosures.

4. For stored products: In accordance with the General Conditions.

B. The CONTRACTOR shall maintain an updated set of AS-BUILT DRAWINGS in accordance with Section 01720. As a prerequisite for monthly progress payments, the CONTRACTOR shall exhibit the updated AS-BUILT DRAWINGS for review by the OWNER or the ENGINEER.

1.5 SUBMITTAL PROCEDURE

A. The CONTRACTOR shall submit the PAYMENT APPLICATION to the OWNER at the time stipulated in the General Conditions. Pay applications are executed in two steps, Items Posting per Masterworks MW-SOP-21 which is reviewed and approved by the OWNER or designee and Pay Estimate step per MW-SOP-22 requirements.

B. The OWNER’s ENGINEER shall perform the initial review of the PAYMENT APPLICATION and make recommendation to the OWNER for approval.

PART 2 - PRODUCTS (NOT USED)

Water Transmission Main 01040-1 December 2025

SECTION 01040

PROJECT COORDINATION

1.1 SUMMARY

A. This Section specifies administrative and supervisory requirements necessary for Project Coordination including, but not limited to:

1. Coordination;

2. Administrative and supervisory personnel;

3. General installation provisions; and,

4. Cleaning and protection.

B. Requirements for the CONTRACTOR’S Construction Schedule are included in Section 01300, Submittals.

1.2 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these

Specifications and CONTRACT DOCUMENTS to assure efficient and orderly installation of each part of the WORK. Coordinate construction operation included under different Sections of these Specifications and CONTRACT DOCUMENTS that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the WORK is dependent on installation of other components, either before or after its own installation, schedule construction activities in sequence required to obtain the greatest results possible.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Administrative Procedures:

1. CONTRACTOR shall be responsible for training its staff as needed for proficiency in the OWNER’s Masterworks program. A contact list of Masterworks users shall be provided to the OWNER

2. Coordinate scheduling and timing of required administrative procedures with

Water Transmission Main 01040-2 December 2025 other construction activities to avoid conflicts and ensure orderly progress of the WORK. Such administrative activities include, but not limited to, the following:

a) Preparation of schedules;

b) Installation and removal of temporary facilities/structures;

c) Delivery and processing of submittals;

d) Progress meetings; and,

e) Project close-out activities.

1.3 COORDINATION WITH OWNER AND OTHER CONTRACTORS

A. It may be necessary for the CONTRACTOR to plan the WORK and coordinate with other contractors insofar as possible to prevent any interference and delay.

B. The CONTRACTOR shall at all times be required to coordinate two weeks in advance with the OWNER’s staff for the CONTRACTOR’s WORK onsite, to prevent any interference and delay.

1.4 SUBMITTALS

A. Comply with requirements contained in Section 01300, Submittals.

1. Staff Names: Within 15 days of Notice to Proceed, submit a list of the

CONTRACTOR’S principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses, email and telephone numbers.

2. Provide a list of subcontractors with addresses, email and telephone numbers.

PART 3 – EXECUTION

3.1 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: The CONTRACTOR and/or subcontractors of each major component shall inspect the conditions under which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer’s Instructions: The CONTRACTOR shall comply with the manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in CONTRACT DOCUMENTS.

Water Transmission Main 01040-3 December 2025

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Recheck measurements and dimensions, before starting each installation

E. Install each component during weather conditions and PROJECT status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

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

3.2 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period.

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SECTION 01050

FIELD ENGINEERING

1.1 REQUIREMENTS INCLUDED

A. The CONTRACTOR shall provide and pay for field engineering services for the PROJECT including:

1. Survey work required in execution of the PROJECT.

2. Civil, structural or other professional engineering services specified or required to execute CONTRACTOR'S construction methods.

B. The CONTRACTOR shall retain the services of a registered land surveyor licensed in the

State of Florida to identify existing control points and maintain an as-built survey during construction.

1.2 QUALIFICATIONS OF SURVEYOR OR ENGINEER

A. Qualified professional land surveyor, currently licensed in the State of Florida, acceptable to the OWNER.

B. Registered professional engineer of the discipline required for the specific service on the

PROJECT, currently licensed in the State of Florida, acceptable to the OWNER.

1.3 SURVEY REFERENCE POINTS

The CONTRACTOR shall locate and protect control points prior to starting WORK, and preserve all permanent reference points during construction.

1.4 RECORDS

The CONTRACTOR shall maintain a complete, accurate log of all control and survey work as it progresses.

1.5 SUBMITTALS

A. Prior to commencing WORK, the CONTRACTOR shall submit the names and addresses of the Professional Land Surveyor and/or Professional Engineer to the OWNER for approval.

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B. On request of the OWNER, the CONTRACTOR shall submit documentation to verify accuracy of field engineering work.

C. Prior to FINAL COMPLETION, the CONTRACTOR shall submit three (3) certificates signed by the approved registered land surveyor certifying that locations of improvements are in conformance, or non-conformance, with CONTRACT

DOCUMENTS.

D. Prior to FINAL COMPLETION, the CONTRACTOR shall submit three (3) certified copies of a survey at the same scale as the ENGINEER'S line drawings indicating as-built locations.

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SECTION 01065

PERMITS AND EASEMENTS

A. The CONTRACTOR shall obtain and pay for all permits and licenses related to their WORK as provided in the General Conditions excepted as otherwise provided herein. Copies of all permits obtained by the CONTRACTOR shall be submitted to the OWNER in electronic PDF format along with copies of the permit applications. During PROJECT closeout, CONTRACTOR to provide documentation the permit has been closed.

B. WORK shall be conducted and shall result in construction of improvements of this

PROJECT in full accordance with the conditions of the permits granted for the

PROJECT.

C. Following permits will be obtained by the OWNER: Florida Department of Environmental Protection (FDEP) Specific Permit for Water Main Extensions, Florida Department of Transportation (FDOT) Utility Permit, and FDEP ERP Individual Permit.

D. Following permits will be obtained by the CONTRACTOR: FDOT Maintenance of Traffic Permit (if applicable), EPA National Pollutant Discharge Elimination System (NPDES) Permit and other permits as required for construction of the WORK complete.

Water Transmission Main 01100-1 December 2025

SECTION 01100

SPECIAL PROJECT PROCEDURES

1.1 PUBLIC NUISANCE

A. The CONTRACTOR shall not create a public nuisance including, but not limited to, encroachment on adjacent lands, odors, flooding of adjacent lands, or excessive noise. It is the CONTRACTOR’s responsibility to adhere to and be aware of local ordinances, and to bear the burden of all such violations.

B. No claims shall be made for time lost or costs incurred due to work stoppage by the OWNER resulting from the creation of a public nuisance.

1.2 SUSPENSION OF WORK DUE TO WEATHER

A. During inclement weather, all WORK which might be damaged or rendered inferior by such weather conditions may be suspended by the OWNER. The orders and decisions of the OWNER as to suspensions shall be final and binding. During suspension of the WORK for any cause, the WORK shall be suitably covered and protected so as to preserve it from injury by the weather or otherwise; and, if the OWNER shall so direct, the rubbish and surplus materials shall be removed. If in the opinion of the OWNER, any component or function of the WORK or materials has been damaged by reason of failure on the part of the CONTRACTOR to so protect the WORK, such WORK and materials shall be removed and replaced with new materials and WORK at no additional cost to the

OWNER.

1.3 TOOLS

A. Any special tools which may be necessary for the adjustment, operation, and maintenance of any equipment shall be furnished by the CONTRACTOR.

1.4 SPECIAL REQUIREMENTS

A. The following requirements shall govern:

1. No additional payment or time extension shall be made for pumping or other difficulties encountered due to groundwater or stormwater or pumping out residual water or wastewater liquids or sludges which may be required to complete the Work.

2. The CONTRACTOR shall, prior to interrupting operations, contact the OWNER and make arrangements for the interruption which shall be satisfactory to the OWNER.

3. All material delivered to the job site shall be properly protected from dirt, dust, Water Transmission Main 01100-2 December 2025 dampness, water, sunlight and any other condition detrimental to the life of the material from the date of delivery to the time that the material is installed and the OWNER assumes responsibility for it in writing.

1.5 SEQUENCE OF CONSTRUCTION

A. The CONTRACTOR shall be responsible to follow the following General sequence of the Work:

4. Set up best management practices for pollution and erosion control for the site.

Establish maintenance of traffic controls.

5. Construct both tunnel shafts, stage microtunnel (MT) equipment and perform microtunnel to set 78-inch steel casing pipe. Snap fit casing pipe joints are acceptable if treated to minimize weep.

6. String 60-inch pipe in MT casing and construct additional 60-inch steel water main in open-cut trench up to both leakage test bulkheads. All new pipe shall have welded, restrained joints. Pipe trenches may be backfilled except at bulkheads.

7. Obtain water from existing 60-inch well collection main to fill and hydrostatically pressure test the new pipeline work. Water can be acquired from the existing 36-inch outlet or a newly tapped service outlet while this main remains in service. Alternatively, the existing main can be removed from service and accessed by cutting a hole in the crown and dropping in a centrifugal pump.

8. Successfully hydrostatically pressure test new pipeline work. Proceed to disinfect the new pipe. Contractor will collect bacteriological samples from each test bulkhead on consecutive days 24-hours apart and to an independent laboratory to provide analysis of samples. Upon receipt of successful laboratory results, grout the annulus of the tunnel with cement slurry and assemble end treatments and test stations. Confirm electrical isolation of casing pipe from carrier pipe.

9. During hydrostatic and disinfection tasks, simultaneously dewater contents of existing 60-inch water main. Analysis of the profile of the pipeline indicates that approximately

1.75 million gallons will require disposal. The existing grassed swale drainage system along State Road 52 should have enough capacity to convey at least 0.5 cubic feet per second or 250 gpm toward Cypress Creek. At this rate it would take approximately 5 days to dewater the pipeline to allow construction of connections to the new pipeline work. Limit well collection main out-of-service period to no more than 14 days.

10. Construct connections. Upon successful certified welding inspection of joints partially backfill trenches to leave the upper 45 degrees of pipe exposed (2 feet wide). Tampa Bay Water will slowly return the main to service. Observe new connection joints under full pressure for 2 hours. Correct any visible leaks. Complete backfilling.

11. Finish and successfully test cathodic protection system. Make repairs as necessary.

12. Complete all surface restoration and demobilize from the site.

1.6 RELOCATIONS

A. The CONTRACTOR shall be responsible for the relocation of structures, including but not limited to light poles, signs, sign poles, fences, piping, conduits and drains that interfere with the positioning of the WORK. The cost of all such relocations shall be included in the PROPOSAL. The CONTRACTOR shall install any test pits required to identify potential

Water Transmission Main 01100-3 December 2025 points of interference.

1.7 SALVAGE

A. OWNER shall be entitled to retain ownership of any existing equipment or material including, but not limited to pipes, fittings, couplings, etc., which are to be removed or replaced as a result of the WORK and identified as such in the Contract Documents.

CONTRACTOR shall carefully remove salvaged equipment and deliver undamaged to OWNER’s facilities identified in the Contract Documents.

B. Any existing equipment or material which OWNER has not elected to keep as salvage shall become the property of the CONTRACTOR and shall be disposed of in a legal manner by the CONTRACTOR at a suitable off site location at no additional cost to the OWNER.

CONTRACTOR shall provide OWNER notice and opportunity in writing that there are materials to be reviewed for salvage prior to CONTRACTOR removing them.

C. Any existing equipment or material marked for salvage which is damaged by the Contractor’s actions during removal or transport shall be replaced with a new equivalent item at the Contractor’s expense.

1.8 UTILITY CROSSING

A. Wherever existing utilities such as water, electrical or other service lines must be crossed, deflection of the pipe within recommended limits and cover shall be used to satisfactorily clear the obstruction or existing utilities unless otherwise indicated on the DRAWINGS.

However, when, in the opinion of the OWNER or ENGINEER this procedure is not feasible or allowed, the CONTRACTOR may be directed by the OWNER or ENGINEER to use fittings for a utility crossing.

Water Transmission Main 01300-1 December 2025

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.01 SCOPE

A. This SECTION includes definitions, descriptions, transmittal, and review of "Compliance" and "Miscellaneous" Submittals.

B. Within 10 days after the NOTICE OF AWARD, but prior to the pre-construction meeting, the CONTRACTOR shall submit the following items to the OWNER'S construction manager for review.

1. A preliminary schedule of SHOP DRAWING SUBMITTALS and Materials Submittals.

2. A list of all permits and licenses the CONTRACTOR shall obtain indicating the permitting agency, the type of permit, the expected date of application for the permit, required date for receipt of the permit, and permit fee.

C. Contractor shall use Masterworks for submittal review and approvals.

1.02 GENERAL INFORMATION

A. Definitions:

1. Compliance Submittals include Shop Drawings, product data, and samples which are prepared by the CONTRACTOR, Subcontractor, MANUFACTURER, or Supplier and submitted by the CONTRACTOR to the OWNER as a basis for approval of the use of Equipment and Materials proposed for incorporation in the WORK or needed to describe installation, operation, maintenance, or technical properties. CONTRACTOR to submit all submittals to OWNER via Masterworks.

a. Shop Drawings include custom-prepared data of all types including drawings, diagrams, performance curves, material schedules, templates, instructions, and similar information not in standard printed form applicable to other projects.

b. Product data includes standard printed information on materials, products and systems not custom-prepared for this Project, other than the designation of selections from available choices.

c. Samples include both fabricated and unfabricated physical examples of materials, products, and WORK; both as complete units and as smaller portions of units of WORK; either for limited visual inspection or (where indicated) for more detailed testing and analysis. Mock-ups are a special form of samples which are too large to be handled in the specified manner for transmittal of sample Submittals.

2. Miscellaneous Submittals are those technical reports, administrative Submittals, certificates, and guarantees not defined as Shop Drawings, product data, or samples.

Water Transmission Main 01300-2 December 2025

a. Technical reports include laboratory reports, tests, technical procedures, technical records, CONTRACTOR's design analysis and CONTRACTOR's survey field notes for construction staking, before cross-sections and after cross-sections.

b. Administrative Submittals are those nontechnical Submittals required by the Contract Documents or deemed necessary for administrative records. These Submittals include maintenance agreements, workmanship bonds, Project photographs, physical work records, statements of applicability, copies of industry standards, as-constructed data, security/protection/safety data, and similar type Submittals.

c. Certificates and guarantees are those Submittals on Equipment and Materials where a written certificate or guarantee from the MANUFACTURER or Supplier is called for in the Specifications.

d. Reports as required by Contract describing CONTRACTOR's means and methods for items such as dewatering, earth and water retaining, erosion/turbidity control, and safety plans.

3. Refer to ARTICLE 1.03 and 1.04 of this Part for detailed lists of documents and specific requirements.

B. Quality Requirements:

1. Submittals such as Shop Drawings and product data shall be of the quality for legibility and reproduction purposes. Every line, character, and letter shall be clearly legible.

Drawings such as reproducible shall be useable for further reproduction to yield legible hard copy.

2. Documents submitted to the OWNER that do not conform to these requirements shall be subject to rejection by the OWNER, and upon request by OWNER, CONTRACTOR shall resubmit conforming documents. If conforming Submittals cannot be obtained, such documents shall be retraced, redrawn, or photographically restored as may be necessary to meet such requirements. CONTRACTOR's (or his Subcontractor's) failure to initially satisfy the legibility quality requirements will not relieve CONTRACTOR (or his Subcontractors) from meeting the required schedule for Submittal of Shop Drawings and product data.

C. Language and Dimensions:

1. All words and dimensional units shall be in the English language.

2. Metric dimensional unit equivalents may be stated in addition to the English units.

D. Submittal Completeness:

1. Submittals shall be complete with respect to dimensions, design criteria, materials of construction, and other information specified to enable the OWNER to review the information effectively.

2. Where standard drawings are furnished which cover a number of variations of the general class of equipment, each such drawing shall be individually annotated to describe exactly which parts of the drawing apply to the equipment being furnished. Use hatch marks to indicate variations that do not apply to the Submittal. The use of "highlighting markers"

Water Transmission Main 01300-3 December 2025 is not an acceptable means of annotating Submittals. Such annotation shall also include proper identification of the Submittal permanently attached to the drawing.

3. Reproduction or copies of Drawings or portions thereof will not be accepted as complete fabrication or erection drawings. The CONTRACTOR may use a reproduction of the OWNER-prepared Contract Drawings for erection drawings such as to indicate information on erection or to identify detail drawing references. Where the Drawings are revised to show this additional CONTRACTOR information, the OWNER's title block shall be replaced with a CONTRACTOR's title block and the OWNER's professional seal shall be removed from the Drawing. The CONTRACTOR shall revise these erection drawings for subsequent OWNER revisions to the Contract Drawings.

E. Cover Sheet:

1. Each submittal, must include a cover page to indicate at least:

a. Name of the project

b. Owner

c. Design Engineer

d. Submittal number

e. Submittal Revision number

f. Submittal Description

g. Specification Section

h. Drawing Sheet

i. Submittal Date

j. Contractor’s Certification Statement

k. Responses to the owner’s comments/questions (if applicable)

1.03 COMPLIANCE SUBMITTALS

A. Items shall include, but not be limited to, the following:

1. MANUFACTURER's specifications

2. Catalogs, or parts thereof, of manufactured equipment

3. Material lists or schedules

4. Flowable Fill mix design information

5. All drawings, calculations, catalogs or parts thereof, MANUFACTURER’s specifications and data, samples, instructions, and other information specified or necessary:

a. For OWNER to determine that the Equipment and Materials conform to the design concept and comply with the intent of the Contract Documents.

B. Compliance Submittal Action Stamps:

Water Transmission Main 01300-4 December 2025

1. The OWNER's review action stamp or designation, appropriately completed, will appear on all Compliance Submittals of CONTRACTOR when returned by the OWNER.

Review status designations listed on OWNER's action stamp are defined as follows:

a. "NO EXCEPTIONS TAKEN": Signifies Equipment or Material represented by the Submittal conforms to the design concept and complies with the intent of the Contract Documents and is acceptable for incorporation in the WORK.

CONTRACTOR is to proceed with fabrication or procurement of the items and with related WORK.

b. "MAKE CORRECTIONS AS NOTED”: Signifies Equipment and Material represented by the Submittal conforms with the design concept and complies with the intent of the Contract Documents and is acceptable for incorporation in the WORK subject to the condition that as constructed it shall be in accordance with all notations and/or corrections indicated. CONTRACTOR is to proceed with fabrication or procurement of the items and with related WORK in accordance with OWNER's notations. Contractor shall provide a final copy of the submittal with responses to all OWNER’s notations and/or corrections in the cover page.

The responses must reference the page number and/or place in the submittal where the modifications have been incorporated.