Campbell-Acres-W&S-Permitting-Technical-Specifications_02132026.pdf

CITY OF FORT MYERS, FLORIDA

CAMPBELL ACRES NEIGHBORHOOD WATER

AND SEWER SYSTEM IMPROVEMENTS

PROJECT No.: 41200-001

Public Utilities Department

2200 Second Street

Fort Myers, Florida 33901

Permitting Submittal Technical Specifications

February 2026

Telephone: (239) 788-9401

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41200-001 CAMPBELL ACRES W&S

IMPROVEMENTS

CITY OF FT. MYERS

CITY OF FORT MYERS

SPECIFICATIONS

FOR

CAMPBELL ACRES WATER AND

SEWER IMPROVEMENTS

PERMITTING SUBMITTAL – NOT

FOR CONSTRUCTION

February 2026

HAZEN AND SAWYER

1404 Dean Street, Suite 300, Fort Myers, FL 33901

David A. Bannett, P.E.

Divisions 1-15 No. 51865

Jose A. Cano Diaz, P.E.

Division 16 No. 92167

41200-001

TOC-1

TABLE OF CONTENTS

CAMPBELL ACRES NEIGHBORHOOD WATER AND SEWER SYSTEM IMPROVEMENTS

PERMITTING SUBMITTAL – NOT FOR CONSTRUCTION

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01025 MEASUREMENT AND PAYMENT

01030 HURRICANE PREPAREDNESS

01045 CONNECTIONS TO EXISTING SYSTEMS

01051 LINES AND GRADES

01090 REFERENCES

01200 PROJECT MEETINGS

01300 SUBMITTALS

01311 PROGRESS SCHEDULE (COMPLEX)

01400 QUALITY CONTROL

01410 LABORATORY TESTING AND SERVICES

01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

01510 PRE-CONSTRUCTION AUDIO-VIDEO RECORDING

01520 CONSTRUCTION CONSTRAINTS

01530 PROTECTION OF EXISTING FACILITIES

01550 SITE ACCESS AND STORAGE

01570 TRAFFIC REGULATION AND PUBLIC SAFETY

01600 MATERIAL AND EQUIPMENT

01670 TRAINING

01700 PROJECT CLOSEOUT

01710 CLEANING

01730 OPERATION AND MAINTENANCE MANUALS

DIVISION 2 – SITEWORK

02050 DEMOLITION

02110 SITE CLEARING

02151 SHORING, SHEETING, AND BRACING

02222 EXCAVATION – EARTH AND ROCK

02223 BACKFILLING

02230 ROADWAY CROSSINGS BY OPEN CUT

02275 NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE

ONE ACRE

02300a PIPE BURSTING OF POTABLE WATER MAINS

02400 LAWN RESTORATION

TOC-2

02523 SIDEWALKS, DRIVEWAYS AND CURBS

02530 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION

02538 WATER & SEWER CONNECTIONS ON PRIVATE PROPERTY

02575 PAVEMENT REPAIR AND RESTORATION

02607 SEWER MANHOLES

02608 SANITARY SEWER STRUCTURES INTERIOR PROTECTION/REHABILITATION

MATERIALS, PREPARATION, AND APPLICATION

02620 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS

02622 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

02630 DUCTILE IRON PIPE (DIP) AND FITTINGS

02645 HYDRANTS

02650 LAYING AND JOINTING BURIED PIPELINES

02675 DISINFECTION

02676 LEAKAGE TESTS

02734 FLOW BYPASS PUMPING SYSTEM

02765a CURED-IN-PLACE PIPE LINING WITH ULTRAVIOLET CURING

02830 CHAIN LINK FENCING AND GATES

02900 LANDSCAPING WORK

02999 MISCELLANEOUS WORK AND CLEANUP

DIVISION 3 – CONCRETE

03100 CONCRETE FORMWORK

03150 CONCRETE ACCESSORIES

03200 CONCRETE REINFORCEMENT

03310 CAST-IN PLACE CONCRETE

03410 PRECAST CONCRETE STRUCTURES

03600 GROUT

DIVISION 5 – Metal

05540 METAL CASTINGS

DIVISION 9 – Finishes

09900 PAINTING

DIVISION 11 – Equipment

11208 SUBMERSIBLE SEWAGE PUMPS

TOC-3

DIVISION 13 – Special Construction

13510 PUMPING STATIONS

13511 TELEVISING AND INSPECTION OF GRAVITY SEWER SYSTEMS

DIVISION 15 – MECHANICAL

15100 WATER VALVES AND APPURTENANCES

15110 WASTEWATER VALVES AND APPURTENANCES

DIVISIONS 16 – Electrical

16000 BASIC ELECTRICAL REQUIREMENTS

16055 POWER SYSTEM STUDIES

16111 CONDUIT

16118 UNDERGROUND ELECTRICAL

16123 LOW VOLTAGE WIRE AND CABLE

16130 BOXES

16170 GROUNDING AND BONDING

16190 SUPPORTING DEVICES

16195 ELECTRICAL IDENTIFICATION

16280 SURGE PROTECTIVE DEVICES

16440 DISCONNECT SWITCHES

16500 LIGHTING

16902 ELECTRIC CONTROLS AND RELAYS

TOC-4

APPENDICES

APPENDIX A – Project Security Requirements

APPENDIX B – Application for Installation – Hydrant Meters

APPENDIX C – Pressure Test Report

APPENDIX D – Inspection and Certificate of Compliance Procedures

APPENDIX E – Letter of Substantial Landscape Compliance

APPENDIX F – Engineering Inspection Checklist

APPENDIX G – Project Closeout Checklist

APPENDIX J – City of Fort Myers Approved Products List

Section 01010

SUMMARY OF WORK

SECTION 01010

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description of WORK

B. CONTRACTOR'S Use of Site

C. WORK Sequence

D. CITY Occupancy

1.2 DESCRIPTION OF WORK

A. General: The WORK to be done under this Contract is shown on the drawings and specified in Contract Documents.

B. The WORK includes:

1. The WORK associated with the Campbell Acres Neighborhood

Improvements project will generally consist of the replacement of approximately 9,000 LF of existing 4-inch and 6-inch watermains within the Campbell Acres neighborhood with new 8-inch PVC C900 pipe via open cut and pipe bursting, and tie ins to the County right of way. This will loop the distribution system and eliminate dead ends. This project will replace valves and fire hydrants to bring the neighborhood into current city hydrant spacing standards.

2. The WORK will also include rehabilitation of existing City Lift Station #36 to include removal and replacement of existing mechanical and electrical equipment. This includes a new wet well top slab, watertight (H20) access hatch and two new submersible pumps with 4" DI discharge piping, new 4"

PVC force main and connection to existing force main. The Lift Station will include the installation of new electrical controls, and main disconnect switch, SCADA /RTU enclosure all within the limits of the lift station site including proposed 6-ft high chain link fence with gates. The site will be restored in accordance with current City lift station standards.

3. In addition, the WORK will require Cured-in-Place Pipe (CIPP) lining of approximately 6,400 linear feet of 8-inch vitrified clay pipe (VCP) gravity sewers located within the neighborhood that have been inspected and require lining. This WORK will also include rehabilitation of three manholes

Section 01010 based on the findings of recent field investigations by the City. All sewer services and sewer collectors must remain in service and be included as part of a bypass plan by the CONTRACTOR. Furnish and install ramps for residential driveway and sidewalk crossings. FDOT design standards to be followed for Maintenance of Traffic. Any damage done to private property shall be restored to previous conditions or better pursuant to City approval and prior to final completion.

4. The project will include milling and resurfacing of the roads, and replacement of speed tables within the Campbell Acres neighborhood.

C. Implied and Normally Required WORK: It is the intent of these Specifications to provide the CITY with complete operable systems, subsystems and other items of WORK. Any part or item of WORK, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the WORK and the Contract Amount. All miscellaneous appurtenances and other items of WORK incidental to meeting the intent of these Specifications are included in the WORK and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications.

D. Quality of WORK: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any WORK to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and w orkmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis.

1.3 CONTRACTOR'S USE OF SITE

A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for WORK and storage to allow for the following:

1. Coordination of the WORK under this CONTRACT with the WORK of the other CONTRACTORs where WORK under this CONTRACT encroaches on the WORK of other CONTRACTORs.

2. CITY occupancy and access to operate existing facilities.

3. Coordination of site use with ENGINEER.

4. Responsibility for protection and safekeeping of products under this

CONTRACT.

5. Providing additional off- site storage at no additional cost to the CITY as needed.

Section 01010

1.4 WORK SEQUENCE

A. It is the intention of the City to maintain as much homeowner access as possible during the duration of construction. Phases should limit the work on each street to one area at a time. multiple streets may have active work areas given that homeowner access is maintained.

B. CONTRACTOR to submit for review phasing plan. Plan must be approved before commencing WORK.

C. Construct WORK in stages to accommodate the CITY’s use of premises during construction period and in accordance with the limitations on the sequence of construction specified. Coordinate construction schedules and operations with ENGINEER.

D. Coordinate WORK of all subcontractors.

1.5 CITY OCCUPANCY

A. Provide means to permit CITY to occupy premises during entire period of construction if necessary or requested. Cooperate with the CITY's representative in all construction operations to minimize conflict, and to facilitate CITY usage.

B. Conduct operations with the least inconvenience to the general public.

1.6 PROTECTION OF EXISTING UTILITIES

A. In case of damage to existing utilities caused by CONTRACTOR construction activities, contact the OWNER of the utility or appropriate CITY department immediately. Repair any damage to existing utilities caused by CONTRACTOR construction activities in coordination with or as directed by the OWNER of the utility and the CITY at the expense of the CONTRACTOR.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

A. Starting WORK: Start WORK within 10 days following the date stated in the Notice to Proceed and execute with such progress as may be required to prevent delay to other CONTRACTORs or to the general completion of the project.

Execute WORK at such items and in, or on, such parts of the project, and with such forces, material, and equipment, as to complete the WORK in the time established by the Contract. At all times, schedule and direct the WORK so that it provides an orderly progression to completion within the specified time for completion.

END OF SECTION

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W&S IMPROVEMENTS

CITY OF FT. MYERS

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 THE REQUIREMENT:

A. Payment for various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor operations and incidentals appurtenant to the items of WORK being described, as necessary to complete the various items of the WORK all in accordance with requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenance items of WORK.

B. Payment for the various items of the Bid Schedule shall constitute full compensation for CONTRACTOR's superintendent at the job site full-time during construction, for furnishing and installing all pipe and structures complete in place including but not limited to bends, tees, outlets, fittings, blind flanges and specials, including connections to existing pipelines shown on the Drawings; including surveying both horizontal and vertical control for construction of the roadways, structures, pipeline and appurtenances; including all earthwork, excavation as shown on the Drawings, removal and disposal of waste, unsuitable and excess material, furnishing and installing pipe bedding material, all backfill and compaction of native material, and dewatering as required; including potholing to verify locations of existing utilities in advance of construction;

the restoration of interfering portions of existing service and utility lines that are not included in other bid items and shown on the Drawings, restraint of pipe shown on the Drawings and grouting of pipe joints; including providing the water for pressure testing and cleaning the pipe, and disposal of the water as required when completed; furnishing, installation, and removal of test heads, cleanup; and restoration of all improvements incidental to construction for which there are no other bid items; including but not limited to, sprinkler systems, drainage systems, guardrails, landscaping, fences, curbs and gutters, and all other WORK not included in other bid items.

C. Payment shall also include providing the necessary equipment and manpower to pothole and verify depths and locations of existing utilities sufficiently ahead of construction to avoid conflicts with the design alignment and grade of the proposed infrastructure. Conflicts with utilities shown on the Drawings which result from the CONTRACTOR'S negligence to pothole sufficiently ahead of construction (a minimum of two days ahead of construction of the pipeline or as approved by the ENGINEER) shall be resolved by the CONTRACTOR at no additional cost to the OWNER. Unmarked utilities damaged during construction will be paid under unit prices in the Bid Package for similar WORK, if and as approved by the ENGINEER.

D. Payment for all bid items shall constitute full compensation for the complete installation of each bid item including but not limited to excavation, dewatering, backfill and compaction. The WORK

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CITY OF FT. MYERS

shall include for all bid items to be completed, tested and ready for acceptance by the appropriate government agency.

E. No separate payment for pavement restoration will be made unless specifically shown on the plans or directed by the ENGINEER. All bid items shall include pavement restoration.

F. The CONTRACTOR’S attention is called to the fact that the quotations 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 Schedule of Prices Bid for this Section, it shall include the cost for that WORK in some other applicable bid item, so that its proposal for the project does reflect its total price for completing the WORK in its entirety.

1.02 SCHEDULE OF VALUES:

A. Prepare a detailed schedule of values for the OWNER’S approval prior to the first Pay Application.

B. The schedule shall be given in sufficient detail for the proper identification of the WORK accomplished. The Schedule of Payment Values shall directly correlate to each activity outlined in the construction progress schedule (specified in the section entitled “Submittals”) to accurately relate construction progress to the requested payment. Each item shall include its proportional share of all costs including the CONTRACTOR'S overhead, contingencies, and profit. The sum of all scheduled items shall equal the total value of the Contract.

C. Unit Price WORK: Reflect unit price, quantity and price breakdown from the Bid Proposal.

Detailed cost breakout shall be as required by the OWNER.

D. Lump Sum WORK: Lump sum items from the Bid Proposal shall be broken down within the schedule of values as acceptable to the OWNER. The schedule shall contain the installed value of the component parts of WORK for the purpose of making progress payments during the construction period. The schedule shall be given in sufficient detail for the proper identification of the WORK accomplished. Each item shall include its proportional share of all costs including the CONTRACTOR’S overhead, contingencies, and profit. The sum of the component parts shall equal the lump sum price of the lump sum item in the bid form.

E. If the CONTRACTOR anticipates the need for payment for materials stored on the project site, it shall also submit a separate list covering the cost of materials, delivered and unloaded with taxes paid. This list shall also include the installed value of the item with coded reference to the WORK items in the Schedule of Payment Values.

F. The CONTRACTOR shall expand or modify the above schedule and materials listing as required by the OWNER's initial or subsequent reviews.

1.03 APPLICATION FOR PAYMENT

A. Transmittal Summary Form: Attach one Summary Form with each detailed Application for Payment and include Request for Payment of materials or equipment stored as applicable.

Execute certification by authorized officer of CONTRACTOR.

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CITY OF FT. MYERS

B. Use a detailed Application for Payment Form developed by the CONTRACTOR that matches the approved/accepted Schedule of Values.

C. Include accepted schedule of values for each portion of WORK and the unit price breakdown for the WORK to be paid on unit price basis, and a listing of OWNER selected equipment, if applicable, and allowances, as appropriate.

D. Preparation:

1. List each Change Order and Written Amendment executed prior to date of submission as a separate line item. Totals to equal those shown on the Transmittal Summary Form.

2. Submit Application for Payment, including a Transmittal Summary Form and detailed Application for Payment Form, a listing of materials on hand as applicable, and such supporting data as may be requested by ENGINEER, Construction Manager or OWNER.

E. Include partial releases of liens from all subcontractors and material suppliers for WORK paid for by previous applications for payment. Include invoices and paid invoices for materials paid for by previous applications for payment for materials stored on site.

1.04 MEASUREMENT - General:

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

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

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

D. Units of measure typically shown on Bid Form shall be as follows, unless specified otherwise. All methods of measurement shall be approved by the ENGINEER or Construction Manager.

Item Method of Measurement

AC Acre – Field Measure or Calculation based on survey

AL Allowance

CY Cubic Yard - Field Measure within limits specified or shown, or measured in vehicle by volume, as specified

EA Each - Field Count

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GAL Gallon - Field Measure

HR Hour

LB Pound(s) - Weight Measure

LF Linear Foot - Field Measure

LOT Each Lot

LS Lump Sum - Unit is one; no measurement will be made

SF Square Foot

SY Square Yard

TON Ton - Weight Measure by Scale (2,000 pounds)

1.05 PAYMENT:

A. General:

1. Progress payments will be made monthly in accordance with the Contract Documents.

B. Payment shall be by Contract Item as listed on the Bid Form and approved detailed Schedule of Values.

C. For partial payment, the schedule shall be as follows:

1. 75% of the unit price for pipeline installed.

2. 100% of the unit price upon completion of all testing.

1.06 SCHEDULE OF PRICES BID

A. Group A - General Bid Items

Item 1 - Consideration of Indemnification: In recognition of CONTRACTOR'S indemnification obligations, the OWNER will pay to the CONTRACTOR the specific consideration of one hundred dollars ($100.00). Payment of said specific consideration shall be made at the time of the first pay application and the CONTRACTOR acknowledges this indemnification by receipt of this $100.00 in this first progress payment.

Item 2 - Bonds and Insurance: The costs of bonds and any required insurance necessary for the start, execution and completion of WORK, shall be included in this Pay Item. Payment shall be made at the Contract line item lump sum price as indicated on the Contract Schedule of Values. Payment of this item should be requested in full on the first payment application and be accompanied by invoices specific to this project from the bonding and insurance companies. CONTRACTOR shall provide OWNER with Certificates of Insurance and Bonds during the CONTRACT execution process.

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Item 3 - General Conditions/Contract Administration: The WORK included in this Item consists of the cost of complying with all general conditions of the construction contract and contract administration, which includes but is not limited to costs of meetings, permits and other WORK required in the Contract documents and General Conditions. Payment will be made at the Contract lump sum price based on the percentage of the item completed and accepted by OWNER.

Item 4 - Mobilization and Demobilization: Payment for mobilization/demobilization will be made at the lump sum price named in the bid schedule. Mobilization/demobilization includes but is not limited to preparatory/final WORK and operations in mobilizing/demobilizing for beginning/ending WORK, including, but is not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to/from the project site and for the establishment/de-establishment of the temporary environmental controls, provisions, state and local laws, regulations and any other pre-construction/post-construction expenses (including pre-construction and post-construction videos, sanitary facilities, noise abatement provisions, etc.) necessary for the start/end of the WORK. Partial payments for mobilization/demobilization will be made as follows:

% of Construction Complete

Allowable % of Lump Sum for Mobilization/Demobilization

5 25

10 50

25 75

100 100

Item 5 - Shop Drawings/Survey Layout/Record Drawings/GPS Data/Utility Investigations:

The WORK included in this Item consists of the cost to prepare, submit and obtain OWNER approval of all submittals, shop drawings, and record drawings, as outlined in the Contract Documents, including but not be limited to: material submittals and shop drawings, CONTRACTOR’s field data, monthly progress record drawings, certified electronic record drawings, certified hard copy record drawings, GPS data, survey data, geotechnical data, and other information as required by the Contract Documents to provide complete and comprehensive documentation to OWNER for the project. This Item shall also consist of completing preliminary investigation of the project area including, but not be limited to, identifying the vertical and horizontal location of all conflict utilities, soft dig excavation, laying out the proposed improvements in the field, setting temporary and permanent benchmarks, grade stakes, and preparation of reports to submit to OWNER. Initiation for payment of this Item will not occur until all shop drawing submittals are approved and accepted by the OWNER. Final payment for this Item will not be made until final certified record drawings (signed and sealed by a Florida registered surveyor) have been received and accepted by OWNER. Payment shall be made at the Contract lump sum price based on the percentage of WORK complete in accordance with the partial payments schedule provided.

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Item Allowable % of Lump Sum

Shop Drawings Complete and Accepted 40%

Subsurface Utility Investigation Complete and Accepted 55%

Record Drawings/GPS Data Complete and Accepted 100%

Item 6 - Maintenance of Traffic: The Contract Lump Sum Price for this Item shall constitute full compensation for providing all necessary permits and traffic devices to maintain traffic during construction and restoration. Traffic devices may be in the form of barricades, personnel, lights, signs, temporary rock roadways, alternative temporary access, etc. All WORK shall be in accordance with all applicable Florida Department of Transportation specifications, and in accordance with the governing municipalities and other governing agencies. Payment will be made at the Contract lump sum price based on the percentage of the Item completed and accepted by OWNER.

Item 7 - Prevention Control and Abatement of Erosion and Water Pollution: The WORK included in this Item is related to the control of erosion and water pollution associated with the WORK of the Contract. This includes but is not limited to furnishing, installing, maintaining, and removing all temporary erosion and sediment control measures including, but not limited to: silt fence, turbidity barriers, inlet protection, ditch checks, sediment basins, filter fabric, straw bales, temporary berms, slope protection, geotextiles, mulch, seed, and sod used for temporary stabilization. WORK will be done in Compliance with all federal, state, and local environmental regulations and permit conditions related to erosion and water pollution control. Payment will be made at the Contract lump sum price based on the percentage of the Item completed and accepted by OWNER.

B. Group B - Water Distribution System Bid Items

Items 8 & 9 - Cut & Connect to Existing Water Main: Measurement for payment to cut-in and connect to existing watermain will be based upon actual quantity, each, cut-in and connected to, all in accordance with the requirements of the Contract Documents. Payment for cutting and connecting to existing watermain will be made at the unit price each, named in the Bid Schedule which price shall constitute full compensation for but is not limited to, coordination with CITY personnel and shutting down of existing mains, cutting removal and disposal of existing piping, excavation, removal and disposal of unsuitable material, dewatering, backfill, compaction, concrete collars, restoration, and any other items required for a complete and satisfactory installation.

Item 10 - Furnish & Install 8-Inch PVC 900 Water Main: Measurement for payment for furnishing and installing PVC C900 water main will be based upon the number of linear feet of such pipe actually constructed as determined by measurement along the centerline of the pipe in place, inclusive of all WORK required to be in accordance with the requirements of the Contract Documents. Payment for furnishing and installing PVC C900 water main will be made at the unit price per linear foot of pipe named in the Bid Schedule which price shall constitute full compensation for the complete installation of PVC C900 pipe. CONTRACTOR

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required to furnish, transport, store and install PVC C-900 water main as shown on the drawings and described herein for which payment is not provided under other bid items.

This item includes, but is not limited to, locating, verifying and protecting existing utilities, saw cutting and removing existing paving, driveways, sidewalks, curbing, excavating, dewatering, installing temporary sheeting, shoring, removing unsuitable material within and below the pipe trench, disposing of unsuitable material, installing the new pipe along with all restrained joints on new and existing pipe as required, electronic markers, metallic tape, joint material, and pipe bedding material, backfilling and compacting fill material, providing temporary and permanent restorations including pavement and pavement markings and striping, pipe flushing, pipe pigging, main disinfection, and post-construction surveying.

Measurement for payment shall be the linear feet of pipe actually installed as determined by measurement along the horizontal centerline of the pipe in place, through all fittings and valves, in accordance with the requirements of the Contract Documents. Measurement and payment for piping and appurtenances associated with fire hydrant connections are covered under a separate item. Bacteriological and Density testing shall be paid for under Testing Fees Allowance, elsewhere in this document.

Item 11 - Furnish & Install 8-Inch SDR 11 Water Main by Pipe Bursting: The unit price for this item shall be full compensation on a per linear foot basis for all labor, equipment, and material required to furnish, transport, store and install HDPE water main as shown on the drawings and described herein for which payment is not provided under other bid items.

This item includes, but is not limited to, locating, verifying and protecting existing utilities, excavation of pit, temporary bypassing, dewatering, installing the new pipe along with all restrained joints, tracer wire installation, pipe flushing, pipe pigging, main disinfection, post-, metering with a back flow preventor, construction testing, and surveying. Measurement for payment shall be the linear feet of pipe actually installed as determined by measurement along the horizontal centerline of the pipe in place, through all fittings and valves, in accordance with the requirements of the Contract Documents. Measurement and payment for piping and appurtenances associated with fire hydrant connections are covered under a separate item. The cost of laboratory fees associated with bacteriological testing shall be paid for under the Testing Fees Allowance.

Item 12 - Restrain Existing Water Main/Force Main: The unit price for this item shall be full compensation on a per linear foot basis for all labor, equipment, and material required to excavate and restrain the existing water and/or force main piping as shown on the drawings at the location of connection points, along with restoration as described herein for which payment is not provided under other bid items. This item includes, but is not limited to, locating, verifying and protecting existing utilities, saw cutting and removing existing paving, sidewalks, excavating, removal and disposal of unsuitable soil, dewatering, installing temporary sheeting, shoring, installing new pipe restraints, backfilling and compacting fill material, furnishing, placing and compacting base material, applying prime coat, applying structural asphalt of the type and thickness shown on the drawings, providing temporary and final restorations including pavement and pavement markings and striping, and surveying.

Measurement for payment shall be the linear feet of pipe actually restrained as determined by measurement along the horizontal centerline of the existing pipe in accordance with the requirements of the Contract Documents.

Items 13 - Furnish & Install 8-Inch MJ Gate Valve: Measurement for payment to furnish and install gate valves will be based upon actual quantity, each, of such valves installed, all in accordance with the requirements of the Contract Documents. Payment for furnishing and installing gate valves will be made at the unit price each, named in the Bid Schedule which

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price shall constitute full compensation for all material, WORK and testing necessary for the installation of valve including but not limited to shutting down existing main, cutting and removal, transport and disposal of removed pipe material in accordance with local, state and federal regulations, temporary caps, excavation, dewatering, temporary bracing of existing structures, thrust collars and joint restraints, backfill, bedding, valve and its appurtenances and accessories as detailed on the plans and specifications including bolts, gaskets, saddle taps, vaults, C.I. valve boxes, concrete collars and installation of extension to finish grade.

Measurement and payment for piping and appurtenances associated with fire hydrant connections are covered under a separate item.

Item 14 - Furnish & Install 1-Inch Automatic Air Release Valve (ARV): Measurement for payment to furnish and install ARVs will be based upon actual quantity, each, of such valves installed, all in accordance with the requirements of the Contract Documents. Payment for furnishing and installing ARVs will be made at the unit price each, named in the Bid Schedule which price shall constitute full compensation for all material, WORK and testing necessary for the installation of valve including but not limited to shutting down existing main, cutting and removal, transport and disposal of removed pipe material in accordance with local, state and federal regulations, temporary caps, excavation, dewatering, temporary bracing of existing structures, thrust collars and joint restraints, backfill, bedding, valve and its appurtenances and accessories as detailed on the plans and specifications including bolts, gaskets, saddle taps, vaults, C.I. valve boxes, concrete collars and installation of extension to finish grade. Measurement and payment for piping and appurtenances associated with fire hydrant connections are covered under a separate item.

Item 15 - Furnish & Install Fittings: The unit price for this item shall be full compensation on a per pound basis for all labor, equipment, and material required to furnish, transport, store and install the ductile iron bends and fittings shown on the drawings and described herein for which payment is not provided under other bid items, all in accordance with the requirements of the Contract Documents. This item includes, but is not limited to, all excavation, removal and disposal of unsuitable material, disposal of excess materials, bracing, sheeting, dewatering, the furnishing and installation of the ductile iron fittings, bolts, nuts, gaskets, flanges, MJ adapter connections, bends restraints, glands, electronic markers, backfilling, compaction, and location and protection of utilities. Measurement for payment shall be based on published weights provided by the fitting manufacturer for the fitting only (excluding incidental items such as gaskets, bolts, restraining devices, etc.)

Measurement and payment for piping and appurtenances associated with fire hydrant connections are covered under a separate item.

Item 16 - Furnish & Install New Water Meter Box: The WORK included in this item consists of furnishing and installing a new water meter box at the end of a water service including all necessary excavation, backfill, and compaction. Payment will be made at the Contract Unit Price for each water meter box installed, completed, and accepted by the OWNER.

Measurement and payment for the connection of water services will be under a different item.

Items 17 & 18 - Furnish & Install 1-Inch Single Water Service: The WORK included in this Item consists of furnishing and installing a 1” single water service from the water main to the meter box including, but not limited to corporation stop, poly tubing to extend to meter box, curb stop, tapping saddle, meter ball valve, meter adapter, brass nipples, bushings, fittings, EMS marker, excavation, backfill, compaction, sprinkler system repairs, testing, and other appurtenances required for a complete and operational installation. Payment will be made at

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the Contract Unit Price for each 1” water service installed, completed, and accepted by the

OWNER.

Items 19 & 20 - Furnish & Install 1-Inch Double Water Service: The WORK included in this Item consists of furnishing and installing a 1” double water service from the water main to the meter boxes including, but not limited to corporation stop, brass wye fitting for double meter set, valve box, concrete collar, poly tubing to extend to meter boxes, curb stops, tapping saddle, meter ball valves, meter adapters, brass nipples, bushings, fittings, EMS marker, excavation, backfill, compaction, sprinkler system repairs, testing, and other appurtenances required for a complete and operational installation. Payment will be made at the Contract Unit Price for each 1” double water service installed, completed, and accepted by the OWNER.

Item 21 - Furnish and Install Water Service to 881 Nuna Ave: The WORK included in this Item consists of furnishing and installing an approximately 150’ long 2” single water service from the water main to the meter box including, but not limited to corporation stop, poly tubing to extend to meter box, curb stop, tapping saddle, meter ball valve, meter adapter, brass nipples, bushings, fittings, EMS marker, excavation, backfill, compaction, sprinkler system repairs, testing, and other appurtenances required for a complete and operational installation. CONTRACTOR to submit plan of water service connection to OWNER and ENGINEER for review and approval. Payment will be made at the Contract Unit Price for the 2” water service installed, completed, and accepted by the OWNER.

Item 22 - Remove and Dispose of Existing Fire Hydrant Assembly: Measurement for payment to remove and dispose of fire hydrant assembly will be based upon actual quantity, each, of such named fire hydrants removed and disposed of, all in accordance with the requirements of the Contract Documents. Payment for removing and disposing of fire hydrant assembly will be made at the unit price each, named in the Bid Schedule, as shown on the drawings and as described herein for which payment is not provided under other bid items and which price shall constitute full compensation for the fire hydrant assembly removal including but not limited to locating, verifying, and protecting existing utilities; saw cutting and removing of existing pavement and sidewalks; dewatering, excavating, removal of unsuitable materials, installing temporary sheeting and shoring; coordination and shut down of existing water mains; cutting, removal, and disposal of existing piping; removal of fire hydrant, valve, valve box, valve box extensions, operating nut extensions, concrete pad, restraining devices, backfill, compaction and restoration of areas disturbed by the operation including pavement and pavement markings and striping; post-construction testing, all appurtenant items, and associated incidental restoration WORK and any other items required for a complete and satisfactory installation.

Item 23 - Furnish & Install Fire Hydrant Assembly: Measurement for payment to furnish and install fire hydrant assemblies will be based upon the actual number, each, of such fire hydrant assembly furnished and installed all in accordance with the Contract Documents.

Payment by each unit includes all WORK, materials, and testing necessary for the installation of the fire hydrant assembly including but not limited to its adjacent valve, piping, fittings, tee, concrete collar and restraints, excavation, backfill, dewatering, temporary bracing of existing adjacent structures, compaction and restoration of areas disturbed by the operation all in accordance with the plans and specifications for the project.

Item 24 - Furnish and Install Bacteriological Sample Point and Two Days of Bacteriological Sampling: The unit price for this item shall be full compensation per each for all labor, 41200-001 01025-10 CAMPBELL ACRES

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equipment, and material required to collect and test bacteriological samples. The cost to install, maintain, and remove the sample points shall be included in the Sample Points bid item. The CONTRACTOR must utilize an approved State Department of Health Laboratory (DOH Certified), payment will be made for the number of passing tests accepted by OWNER, The CONTRACTOR will be responsible to pay for all failing tests.

Item 25 - Cut, Cap, Grout, and Abandon in Place Water Main (all sizes): The unit price for this item shall be full compensation on a per linear foot basis for all labor, equipment, and material required to cut, cap, grout and abandon existing water main pipes. This item includes, but is not limited to, locating, verifying and protecting existing utilities; saw cutting and removing existing paving, sidewalks; excavating, dewatering, installing temporary sheeting and shoring, removing and disposing of unsuitable material, cutting, plugging, grouting, and abandoning of existing pipe, backfilling and compacting fill material, providing temporary and permanent restoration including pavement, pavement markings and striping, and all associated restoration WORK. CONTRACTOR shall verify that all existing house connections/services have been disconnected prior to grouting of existing pipelines. Any damages incurred to private property due to house connections/services not disconnected prior to grouting the pipe shall be the responsibility of the CONTRACTOR.

C. Group C - Sanitary Sewer Collection System Bid Items

Item 26 - Furnish and Install Lateral: This item of WORK will be measured and paid for at the unit price per each. Payment of the unit price per each will provide complete compensation for furnishing materials and all labor, tools, equipment and incidentals, to locate utilities; excavate; install and connect new lateral from cleanout to main; backfill;

compact; and restore surface in grass, asphalt, or concrete as applicable, complete in place.

Item 27 - Adjust Sewer Lateral in Conflict with Proposed Water Main: The unit price for this item shall constitute full compensation, on a per‑lateral basis, for all labor, equipment, and materials necessary to furnish and install a new sanitary sewer lateral that maintains proper separation from the proposed water main and avoids any conflicts. This includes all work— whether specifically mentioned or implied—required to provide a complete, functional, and acceptable lateral installation.

Items 28 - Furnish and Install Sewer Lateral Point Repair: This WORK, of whatever nature, will be measured and paid for at the unit price per each as delineated by pipe size and depth brackets as named in the Bid Forms. Payment of the unit price per each shall provide full compensation for all necessary and required WORK including, but not limited to pre- and post-construction television inspection and sonde locate if required; excavation; removal, transportation, and disposal of existing pipe regardless of type; removal, transportation and disposal of material generated by cleaning and preparation; transportation and handling costs; furnishing and installing all materials including pipe (a minimum of 6 feet and a maximum of 20 feet), pipe joint material including lubricant, pipe bedding, repair sleeves, flexible banded couplings and adapters, rigid sleeves with compression joints, embedment materials, wyes or tees and the reconnection of service laterals; flow isolation; backfill;

compaction; complying with the State of Florida Trench Safety Act; supporting and protecting existing utilities as required; dewatering; sheeting and shoring, if necessary;

cutting pipe; making all connections within the lines to existing sewers and structures;

testing; cleanup; final cleanup; all labor, materials and equipment required to provide a complete and acceptable pipe installation, including all appurtenances, in accordance with the Contract Documents, the manufacturer's specifications and compliance with all

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applicable regulatory requirements; and all incidentals related to point repairs to achieve a repaired lateral complete in place, tested, and ready for use. Multiple payments can be made under this item if the repair exceeds 20 feet. Surface restoration will be paid for separately.

Item 29 - Furnish and Install Sewer Lateral Lining: The unit price for this item shall be full compensation on a per linear foot basis for all labor, equipment, and material required for furnishing and installing section of UV cured epoxy impregnated fiberglass liner; pipe cleaning; television inspections; bypass pumping; all labor, materials and equipment specified or not which will provide a complete and acceptable liner installation.

Item 30 - Manhole Rehabilitation: Furnish all labor, materials, equipment, and incidentals required to install and test a calcium aluminate cementitious Manhole Lining System for brick and precast manholes in accordance with manufacturer recommendations, as noted on the Drawings, and as specified herein intended for the purpose of:

i. Eliminating infiltration

ii. Providing structural strength

iii. Providing corrosion protection

iv. Repairing voids and defects from the channel to the manhole frame

Items 31 - Plug Manhole at Sewer Segment 24: Plugging of the existing sewer segment #24 at manhole #19 shall be measured and paid for on a lump‑sum basis. The lump‑sum price shall constitute full compensation for furnishing all labor, materials, equipment, and incidentals necessary to properly plug and abandon the sewer line segment, including but not limited to flow control, cleaning, surface preparation, installation of an approved plug or bulkhead, grouting, sealing, testing as required, and restoration within the manhole. No separate payment will be made for any associated work required to complete the plugging operation in accordance with the Contract Documents.

Items 32 - Install UV Cured-In-Place Lining: This WORK will be measured and paid for at the unit price per linear foot of liner installed as delineated by the pipe size named in the Bid Schedule. Measurement shall be made based on the horizontal projection of the centerline of the permanently installed liner between drainage structures, measured to the nearest foot from the inside wall of structure to the inside wall of structure for each section lined. Each unit price bid shall include, but not be limited to, all necessary or required resident and business notifications, preparation of the existing sanitary sewer, including blocking or plugging incoming lines; removal, transportation and disposal of material generated by preparation; pre- and post-lining television surveys; chemical joint sealing if necessary;

bypass pumping; pipe lining; coordinate obtaining a water meter from the CITY; cleaning;

removal, transportation and proper disposal of liner material residual waste, condensate and/or cure water generated during lining operations; sample collection; grouting to eliminate infiltration at liner ends; liner end seals; cleanup; documentation and reporting;

and all labor, materials and equipment required to provide a complete and acceptable liner installation.

Item 33 - Reinstate Laterals and Grouting Annular Space: This item of WORK will be measured and paid at the unit price per each recut lateral grouted and shall include, but not

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be limited to, blocking or plugging incoming line; removal, transportation and disposal of material generated by cleaning and preparation; pre- and post-television surveys, furnishing the equipment necessary; recovering all waste material from the sewer; service pipe cleaning; sealing the lateral connection to the liner including the first joint of the lateral connection; grouting the annular space; performing all repairs required due to damage caused by the CONTRACTOR, and all appurtenant and miscellaneous items and WORK. If grouting of the annular space at the reinstated lateral results in residual grout in greater than 50 percent the area of the lateral, or if in the judgment of the CITY excessive grout presents a risk of blockage, such grout shall be removed at no additional cost.

Items 34 & 35 - Cleanout Installation: This item of WORK will be measured and paid for at the unit price per each. Payment of the unit price per each will provide complete compensation for furnishing materials and all labor, tools, equipment and incidentals, to locate utilities; locate lateral; excavate; install a cleanout riser with cover and plug at the property line; backfill; compact; and restore surface in grass, asphalt, or concrete as applicable, complete in place.

Item 36 - Cleanout Repair: This item of WORK will be measured and paid for at the unit price per each. Payment of the unit price per each will provide complete compensation for furnishing materials and all labor, tools, equipment and incidentals, to locate utilities; locate lateral; excavate; repair a cleanout riser; backfill; compact; and restore surface in grass, asphalt, or concrete as applicable, complete in place.

Item 37 - Bypass Pumping During Cured In Place Lining: These items shall provide full compensation for bypass pumping operations required for sewer repair WORK. The CONTRACTOR shall attempt to perform the sewer WORK without bypass pumping.

However, if, in the opinion of the CITY bypass pumping is necessary, it will be identified as a payment item. The pay item is a charge per setup for all bypass pumping operations during a sewer repair, including services, regardless of the number of pumps required or distance of bypass. A setup is defined as the placement of pumps, piping, and any ancillary items to bypass flow. Bypass Pumping shall be bid on the basis of sewer size which is bypassed.

Should it be necessary to bypass lateral piping smaller than 6 inches, the CITY may apply the 6-inch bypass pay item. Multiple payments can be made under this item if the bypass operation (defined as active bypass of wastewater during rehabilitation operations) exceeds one day in duration. These items shall include, but not be limited to: pumps; piping;

gasoline/diesel fuel; maintenance; transportation and storage; temporary bypass and service piping; labor; materials and/or any other costs associated with bypass pumping.

Plugging or blocking a sewer line shall be included in the appropriate bid item for which the flow must be stopped, and shall be considered incidental WORK and no additional payment shall be considered.

D. Group D – Lift Station Rehabilitation and Transmission System…