25-8570_-_Exhibit_J_-_Goodland_PS_-_S&S_Specifications.pdf

Collier County Public Utilities

TECHNICAL SPECIFICATIONS

ISSUED FOR BID

GOODLAND PUMP STATION

IMPROVEMENTS

Supplemental Technical Specifications – Bid Set

PREPARED BY

COLLIER COUNTY

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

00020-1

Note: The following technical specifications shall be incorporated into the Contract Documents for the

Goodland Pump Station. In addition to these supplemental technical specifications, the Collier County

Utility Standards Manual shall apply to this project.

DIVISION 1 – GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01152 APPLICATION FOR PAYMENT

01153 CHANGE ORDER PROCEDURES

01250 MEASUREMENT AND PAYMENT

01310 CONSTRUCTION PROGRESS SCHEDULES

01340 SHOP DRAWINGS, WORKING DRAWINGS, AND SAMPLES

01370 SCHEDULE OF VALUES

01505 MOBILIZATION

01540 HURRICANE PREPAREDNESS

01600 MATERIAL AND EQUIPMENT

01700 CONTRACT CLOSEOUT

01710 CLEANING

01720 PROJECT RECORD DOCUMENTS

01740 WARRANTIES AND BONDS

DIVISION 11 – EQUIPMENT

11214 VERTICAL TURBINE PUMPS

11220 SUBMERSIBLE MIXER

11224 IN-LINE STATIC MIXER

11241 CHEMICAL FEED SYSTEM

11245 CHEMICAL METERING PUMPS

DIVISION 15 – MECHANICAL

15090 CHEMICAL FEED SYSTEM PIPING

00020-2

COLLIER COUNTY STANDARD TECHNICAL

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

014200 REFERENCES

014500 QUALITY CONTROL

015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

015526 TRAFFIC REGULATION AND PUBLIC SAFETY

015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR CONSTRUCTION

ACTIVITIES IMPACTING

016100 LESS THAN ONE ACRE, INCLUDING CONSTRUCTION REQUIRING

DEWATERING MATERIAL AND EQUIPMENT

017300 MISCELLANEOUS WORK AND CLEANUP

DIVISION 2 - EXISTING CONDITIONS

DIVISION 3 - CONCRETE

031100 CONCRETE FORMWORK

032000 CONCRETE REINFORCEMENT

033000 CONCRETE

033500 CONCRETE FINISHING AND CURING

DIVISION 4 – MASONRY

042000 UNIT MASONRY

DIVISION 5 – METALS

050520 BOLTS, WASHERS, ANCHORS, AND EYEBOLTS

055100 LADDERS, STAIRS, AND STAIR NOSINGS

055200 HANDRAILS AND SAFETY CHAINS

055300 GRATING

DIVISION 9 - FINISHES

099000 HIGH PERFORMANCE PAINTS AND COATINGS

020500 CONNECTIONS TO EXISTING SYSTEMS

022100 LINES AND GRADES

022200 PRE-CONSTRUCTION AUDIO-VIDEO RECORDING

022501 LEAKAGE TESTS

024100 DEMOLITION

025400 DISINFECTION

00020-3

DIVISION 23 – MECHANICAL

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

231113 FACILITY FUEL – OIL PIPING

232300 REFRIGERANT PIPING

233400 HVAC FANS

233700 AIR OUTLETS AND INLETS

238119 SELF-CONTAINED AIR-CONDITIONERS

238126 SPLIT-SYSTEM AIR-CONDITIONERS

DIVISION 26 – ELECTRICAL

260510 GENERAL EQUIPMENT STIPULATIONS

260511 BASIC ELECTRICAL REQUIREMENTS

260513 WIRES AND CABLES

260526 GROUNDING

260529 SUPPORTING DEVICES

260533 RACEWAYS

260535 CABINETS, BOXES, AND FITTINGS

260553 ELECTRICAL IDENTIFICATION

260573 SHORT-CIRCUIT STUDIES

260574 COORDINATION STUDIES

260575 ARC-FLASH HAZARD ANALYSIS

262200 MOTORS

262213 TRANSFORMERS

262416 PANELBOARDS

262726 WIRING DEVICES

262811 CIRCUIT BREAKERS AND FUSIBLE SWITCHES – LOW VOLTAGE

262813 CIRCUIT AND MOTOR DISCONNECTS

262923 VARIABLE FREQUENCY DRIVE UNIT

263213 STANDBY DIESEL GENERATOR SETS

263600 AUTOMATIC TRANSFER SWITCHES

263613 SAFETY SWITCHES AND DISCONNECTS

264113 LIGHTING PROTECTION

264313 SURGE PROTECTION DEVICES

265119 LIGHTING FIXTURES

DIVISION 31 - EARTHWORK

312316 EXCAVATION – EARTH AND ROCK

312319 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION

312323 BACKFILLING

314000 SHORING, SHEETING AND BRACING

DIVISION 32 - EXTERIOR IMPROVEMENT

320117 PAVEMENT REPAIR AND RESTORATION

321300 SIDEWALKS, DRIVEWAYS AND CURBS

323113 CHAIN LINK FENCING AND GATES

329200 RESTORATION BY SODDING OR SEEDING

00020-4

DIVISION 33 - UTILITIES

330503 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

330504 DUCTILE IRON PIPE (DIP) AND FITTINGS

330518 LAYING AND JOINTING BURIED PIPELINES

330520 PIPE REMOVAL AND ABANDONMENT

331200 WATER VALVES AND APPURTENANCES

331632 PRESTRESSED CONCRETE STORAGE TANK

DIVISION 40 – PROCESS INTEGRATION

406113 BASIC INSTRUMENTATION REQUIREMENTS

406120 CONTROL PANELS

406123 PROGRAMMABLE LOGIC CONTROLLERS

406166 SOFTWARE SERVICES

406350 FIELD TESTING

406700 I/O TABLE

406710 FIELD INSTRUMENTATION SCHEDULE

APPENDIX A – GEOTECHNICAL REPORT

APPENDIX B – COLLIER COUNTY SCADA STANDARDS

SUMMARY OF WORK

01010-1

SECTION 01010

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description of Work

B. CONTRACTOR's Use of Site

C. Work Sequence

D. COUNTY Occupancy

1.2 DESCRIPTION OF WORK

A. General:

The Work covered under this contract includes but is not limited to the following:

1. Demolition and replacement of the existing concrete ground storage tank.

2. Replacement of the existing turbine pumps and associated piping.

3. Replacement of existing chemical storage and feed systems.

4. Installation of a new caustic storage and feed system.

5. Demolition and removal of the existing aluminum platform and stairs.

6. Installation of a new generator pad and access stairs.

7. Relocation of the existing generator and fuel tank.

8. Improvement of the existing recirculation piping system and tank drain system.

9. Removal and replacement of chain-link fencing and gates.

10. Structural improvements to the existing pump building.

11. Site improvements, including grading, drainage, and paving as required.

12. Installation of new mechanical, electrical, and instrumentation systems as necessary.

13. Modifications to existing utilities and connections to accommodate new infrastructure.

14. Compliance with all applicable codes, standards, and permitting requirements throughout construction.

B. The Work includes:

1. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services and other means of construction necessary or proper for performing and completing the Work.

01010-2

2. Sole responsibility for adequacy of equipment.

3. Maintaining the Work area and site in a clean and acceptable manner.

4. Protection of finished and unfinished Work.

5. Repair and restoration of Work or existing facilities damaged during construction.

6. Furnishing as necessary proper equipment and machinery, of a sufficient capacity, to facilitate the Work and to handle all emergencies normally encountered in Work of this character.

C. Implied and Normally Required Work: It is the intent of these Specifications to provide the COUNTY 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 workmanship 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. 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. COUNTY 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 COUNTY as needed.

1.4 WORK SEQUENCE

A. Construct Work in stages to accommodate the COUNTY’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.

SUMMARY OF WORK

01010-3

B. Coordinate Work of all subcontractors.

1.5 COUNTY OCCUPANCY

A. The COUNTY will occupy premises during entire period of construction in order to maintain normal operations. Cooperate with the COUNTY's Manager or designee in all construction operations to minimize conflict, and to facilitate COUNTY 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 construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

A. Starting Work: Start Work within 5 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

APPLICATION FOR PAYMENT

01152-1

SECTION 01152

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the Contract and herein.

1.02 RELATED REQUIREMENTS

A. Agreement between Owner and Contractor.

B. Conditions of the Contract: Progress Payments, Retainage and Final Payment.

C. Section 01153: Change Order Procedures.

D. Section 01370: Schedule of Values.

E. Section 01700: Contract Closeout.

1.03 FORMAT AND DATA REQUIRED

A. Submit applications in the form required by Owner, in accordance with the example which will be provided by the Engineer, with itemized data typed on 8-1/2-inch x 11-inch white paper continuation sheets.

B. Provide itemized data on continuation sheet:

1. Format, schedules, line items and values: Those of the Schedule of Values accepted by

Engineer.

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

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

3. Execute certification with signature of a responsible officer of Contract firm.

B. Continuation Sheets:

01152-2

1. Fill in total list of all scheduled component items of Work, with item number and scheduled dollar value for each item.

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

a. Round off values to nearest dollar, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission at the end of the continuation sheets.

a. List by Change Order Number, and description, as for an original component item of work.

1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying:

1. Project

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material.

B. Submit one copy of data and cover letter for each copy of application.

1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in Application form as specified for progress payments.

B. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700-Contract Closeout.

1.07 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to Engineer at the times stipulated.

B. Number: 1 electronic copy of each Application.

C. When Engineer finds Application properly completed and correct, he will transmit certificate for payment to Owner (the Clerk of Courts), with copy to Contractor.

01152-3

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

CHANGE ORDER PROCEDURES

01153-1

SECTION 01153

A. Promptly implement change order procedures.

1. Provide full written data required to evaluate changes.

2. Maintain detailed records of work done on a time and material/force account basis.

3. Provide full documentation to Engineer on request.

B. Designate in writing the member of Contractor's organization:

1. Who is authorized to accept changes in the Work.

2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the Work.

C. Owner will designate in writing the person who is authorized to execute change Orders.

A. Section 01152: Application for Payment.

B. Section 01310: Construction Schedules.

C. Section 01370: Schedule of Values.

D. Section 01700: Contract Closeout.

1.03 DEFINITIONS

A. Change Order: See General Conditions.

B. Work Directive: A written order to the Contractor, signed by Owner and Engineer, which amends the Contract Documents as described, and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order.

C. Field Order: A written order, instructions, or interpretations, signed by Engineer making minor changes in the Work not involving a change in Contract Sum or Contract Time.

1.04 PRELIMINARY PROCEDURES

01153-2

A. Owner or Engineer may initiate changes by submitting a Proposal Request to Contractor.

Request will include:

1. Detailed description of the change, products, and location of the change in the Project.

2. Supplementary or revised Drawings and Specifications.

3. The projected time span for making the change, and a specific statement as to whether overtime work is, or is not, authorized.

4. A specific period of time during which the requested price will be considered valid.

5. Such request is for information only, and is not an instruction to execute the changes, nor to stop Work in progress.

B. Contractor may initiate changes by submitting a written notice to Engineer, containing:

1. Description of the proposed changes.

2. Statement of the reason for making the changes.

3. Statement of the effect on the Contract Sum and the Contract Time.

4. Statement of the effect on the work of separate contractors.

5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

1.05 Work Directive

A. In lieu of Proposal Request, Engineer may issue a work directive for Contractor to proceed with a change for subsequent inclusion in a Change Order.

B. Directive will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change and will designate the method of determining any change in the Contract Sum and any change in Contract Time.

C. Owner and Engineer will sign and date the Work Directive as authorization for the Contractor to proceed with the changes.

1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS

A. Support each quotation for time and material price proposals, with sufficient substantiating data to allow Engineer to evaluate the quotation.

B. On request provide additional data to support time and cost computations:

1. Labor required.

2. Equipment required.

01153-3

3. Products required.

a. Recommended sources of purchase and unit cost.

b. Quantities required.

4. Taxes, insurance and bonds.

5. Credit for work deleted from Contract, similarly documented.

6. Overhead and profit.

7. Justification for any change in Contract Time.

C. Support each claim for additional costs, and for work done on a time-and-material basis, with documentation as required, with additional information:

1. Name of Owner's authorized agent who ordered the work, and date of the order.

2. Dates and times work was performed, and by whom.

3. Time record, summary of hours worked, and hourly rates paid.

4. Receipts and invoices for:

a. Equipment used, listing dates and times of use.

b. Products used, listing of quantities.

c. Subcontractors.

D. Document requests for substitutions for Products as specified in Section 01630.

1.07 PREPARATION OF CHANGE ORDERS

A. Owner will prepare each Change Order.

B. Owner's Form, per example provided by the Engineer.

C. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change.

D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contact Time.

1.8 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE

AUTHORIZATION

A. Engineer and Owner will issue a Construction Change Authorization directing Contractor to proceed with the changes.

01153-4

B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this Section.

C. Engineer will determine the allowable cost of such work, as provided in General Conditions.

D. Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time.

E. Owner and Contractor will sign and date the Change Order to indicate their agreement therewith.

1.9 CORRELATION WITH CONTRACTOR'S SUBMITTALS

A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum.

B. Periodically revise the Construction Schedule to reflect each change in Contract Time.

1. Revise subschedules to show changes for other items of work affected by the changes.

C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.

MEASUREMENT AND PAYMENT

01250-1

SECTION 01250

PART 1- GENERAL

1.01 DESCRIPTION

A. This section describes the method used to determine quantities of Work performed or materials supplied for which a price is given in the Bid. It establishes the basis upon which payment will be made for Payment Items.

B. Subject to the provisions in General Conditions, all Work and payment for the Work is represented by Payment Items and associated unit prices.

1.02 PAYMENT

A. Subject to all other contract requirements, the Contractor shall be paid for "as-built" quantities of Work for which a price is given in the bid.

B. Quantities on the Bid Form are for comparison in competitive bidding only and do not constitute the basis for payment or measurement of quantities.

C. Quantities on the Bid Form are estimated and may be increased or decreased without limit.

D. No separate payment will be made for one Payment Item as Work incidentally required to complete the Work of another.

E. Payment for Work performed shall be made in accordance with the unit prices in the Bid.

Retainage shall apply to all Contractor payments prior to final acceptance.

1.03 MEASUREMENT FOR PAYMENT

A. Methods of Measurement:

1. Measurements of lengths, widths, slope angles, and depths or elevations shall be made to determine "as-built" quantities of lengths, areas and volumes pertinent to Payment Items.

a. Unless otherwise specified, all lengths shall be horizontal distances.

b. Slope angles and elevations shall be measured using land surveying equipment.

01250-2

2. Graphic representations of measured quantities shall be drafted to scale using the Drawings where convenient and appropriate. Additional drawings shall be drafted if required.

a. Irregular shapes representing areas and volumes shall be measured using a compensating polar planimeter or a computer digitizer.

b. Regular shapes shall be scaled.

3. Use of Drawings:

a. Unless otherwise agreed upon between the Contractor and Owner, the Drawings shall be used as the basis to establish existing grades and other existing topographic features.

B. Payment limits where Payment Lines are not shown on the Drawings:

1. Pipe Length: Measurement of pipe shall be made along the top of pipe, excluding fittings, valves and manholes, in place, taken as the laying length.

2. Except as specified otherwise, measurements of Payment Item quantities of weights, lengths, areas and volumes shall be made:

a. On "as-built" and in-place completed Work, during construction or at the time of Substantial Completion.

b. If no other feasible and practical methods of measurements are available, by delivery slips delivered to the Engineer.

3. Adjustments shall be made to eliminate overlaps in area and volume measurements.

1.04 PAYMENT ITEMS

A. Separate payment will be made for the Unit Price and Lump Sum items listed on the Bid Form. Related work not specifically listed or identified below in 1.04 B and C, but evidently necessary for satisfactory completion of the Item shall be considered to be included.

B. No separate payment will be made for the following Work, and its cost shall be included in the Bid Price of the Payment Item to which it is associated:

1. Trench excavation, sheeting, shoring and bracing.

2. Cleanup.

3. Testing, including all materials and equipment.

4. Maintenance of utility service.

5. Appurtenant work.

6. Record Drawings.

01250-3

7. Field Office.

8. Saw cutting.

9. Coordination with other contractors.

10. Layout of the work.

11. Notifications to property owners of construction schedule and service interruptions.

12. Restoration and Sodding

13. Dewatering

14. Rock Removal

C. Measurement and Payment Items as listed in the Bid Schedule:

1. Mobilization/Demobilization

A. No measurement shall be made for this item.

B. Payment of Mobilization/Demobilization will be made at the Bid Form lump sum price, which will be full compensation for all preparatory Work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project; establishment of field offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, State and local laws and any other preconstruction expense necessary for the state of the Work; the cost of field engineering, including permits and fees, construction schedules, shop drawings, temporary facilities, lay down storage area, construction aids, reviews and inspection, re-inspection and any rework resulting from same, cleaning, contractor red-lined drawings, operating and maintenance data. The Contractor shall submit invoices substantiating the cost of mobilization with each pay request. Payment for mobilization / demobilization shall be as follows: 75% shall be paid at the time of first invoice after the Contractor has mobilized to the site and established field operations. The remaining 25% shall be paid at the completion of the project when the contractor has properly demobilized, cleaned the site, and completed all restoration.

2. General Requirements

A. Measurement for General Requirement will be on a lump sum basis.

B. Payment for General Requirement will be made at the Bid Form lump sum price, which will be full compensation for all preparatory work, surveying, silt barriers, and inlet protection, field staking of Right-of-Way adjacent to proposed work areas prior to the start of construction in coordination with public outreach and notification, operations necessary for the movement of personnel, establishment of temporary facilities, cost of bonds, permits, required insurance labor, materials, and equipment necessary to provide maintenance of traffic items. Contractor shall be paid in equal monthly amounts based on the scheduled duration of the project from Notice to Proceed to Substantial Completion.

01250-4

3. Restoration

A. Measurement of Restoration will made on a lump sum basis.

B. Payment for Restoration will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all restoration work associated with the open cut installation of yard piping and other works shown in the plans, including but not limited to the restoration of swales, lawn areas, grass (to match the existing pre-construction type), landscaping, signs, markers, mailboxes, seeding and mulching, fences, curbing, sprinklers, drainage pipes including concrete, metal, and plastic pipe, drainage structures including inlets, mitered end sections and headwalls and other appurtenances, replacement of guardrails and concrete retaining walls, filling and final grading of all areas within the project, final grading of disturbed areas (to provide positive drainage), removal of trees, bushes and other vegetation, hauling, watering, fertilizing, all labor, materials, equipment, and other incidentals necessary to complete the item.

4. Demolition

A. Measurement of Demolition will made on a lump sum basis.

B. Payment for Demolition will be made at the Contract lump sum for the item, which price and payment shall be full compensation for all demolition work associated with the project, including removal/disposal and any permitting fees associated with off-site disposal. This shall include but not be limited to the removal of existing asphalt driveway, cutting and removal of existing yard piping and fittings, recirculation assembly, platforms, structures, bollards, slabs, subgrades, relocation of the generator and fuel tank, existing pumps and associate piping, existing chemical storage and feed system, and electrical/mechanical components proposed for removal. Costs for protection of existing equipment and surrounding facilities during demolition shall also be included within this item.

5. Asphalt Driveway

A. Measurement for Asphalt Driveway will be made on a lump sum basis.

B. Payment for Asphalt Driveway will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, and equipment, asphalt to complete the work, including but not limited to demolition of the existing driveway, re-compaction of existing base, mill and overlay, saw cutting (as necessary), finishing, grading, and any other incidentals complete the installation.

01250-5

6. Yard Piping

A. Measurement of Yard Piping will made on a lump sum basis.

B. Payment for Yard Piping will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, tools, and equipment services required. Payment shall be full compensation for the cost to complete all excavation, rock removal, dewatering; installation of all underground piping, fittings, restraints, sleeves, valve extension, valve boxes, blind flanges, and all other items necessary to complete the installation as shown on the Drawings and specified herein.

Payment will be based on percentage of work complete during the pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

7. Recirculation Pump Assembly

A. Measurement of Recirculation Pump Assembly will made on a lump sum basis.

B. Payment for Recirculation Pump Assembly will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, tools, and equipment services required. Payment shall be full compensation for the cost of all excavation, rock removal, dewatering;

installation of pipes, fittings, restraints, sleeves, valves, valve extension, valve boxes, blind flanges, flow meters, static mixers, ARVs, the recirculation pump and pump can, the chemical injection quills, and all other items necessary to complete the installation of the tank recirculation system as shown on the project plans and specified herein.

8. Tank Drain Assembly

A. Measurement of Tank Drain Assembly will made on a lump sum basis.

B. Payment for Tank Drain Assembly will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, tools, and equipment services required. Payment shall be full compensation for the cost for all excavation, rock removal, dewatering;

installation of pipes, fittings, restraints, sleeves, valves, riprap, and all other items necessary to complete the installation of the tank drain assembly as shown on the project plans and specified herein.

9. Pump Building Interior Piping Assembly

A. Measurement for Pump Building Interior Piping Assembly will be made on a lump sum basis.

01250-6

B. Payment for Pump Building Interior Piping Assembly include the cost of all labor, equipment, materials, and services necessary for the demolition of existing piping and pipe support; installation of new piping, fittings, valves, coatings, restrained joint piping, and all other items as shown in the Drawings.

10. Vertical Turbine Pumps

A. Measurement for Vertical Turbine Pumps will be made on a lump sum basis.

B. Payment for Vertical Turbine Pump will be made at the Bid Form unit price per each pump installed, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the installation of the vertical turbine pumps, including but not limited to the turbine pumps, piping, valves, and other process components necessary. All modifications to the openings in the pump room floor, connection to the ductile iron piping below the building, All stainless-steel hardware, coatings, fittings, pipe supports, restrained joint piping, and any other specific components or materials required for the installation of the vertical turbine pumps as specified in the project plans and these specifications.

11. Sodium Hypochlorite Pump Skid and Chemical Storage

A. Measurement for Sodium Hypochlorite Pump Skid and Chemical Storage will be made on a lump sum basis.

B. Payment for Sodium Hypochlorite Pump Skid and Chemical Storage include the cost of all labor, equipment, materials, and services necessary for the demolition and removal of existing sodium hypochlorite storage and feed system, including all pumps, piping, storage tank, valves, and ancillary components as shown in the project plans. Payment shall also include the cost for installation of new chemical pump skids, piping and pipe support;

chemical storage tank, fittings, valves, coatings, restrained joint piping, containment walls, emergency eye wash and shower, and all other items as shown in the project plans.

12. Caustic Pump Skid and Chemical Storage

A. Measurement for Caustic Pump Skid and Chemical Storage will be made on a

B. Payment for Caustic Pump Skid and Chemical Storage include the cost of all labor, equipment, materials, and services necessary for the caustic storage and feed system. Payment shall include the cost for installation of new chemical pump skids, piping and pipe support; chemical storage tank, fittings, 01250-7 valves, coatings, restrained joint piping, containment walls, emergency eye wash and shower, and all other items as shown in the project plans.

13. Generator

A. Measurement for Generator will be made on a lump sum basis.

B. Payment for Generator will be made on a lump sum basis, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the relocation of the generator, including but not limited to include the cost of all labor, equipment, materials, and services necessary for the handling, installation and connection of the generator, and all other work as shown in the project plans.

14. Fuel System Improvements

A. Measurement for the Fuel System Improvements will be made on a lump sum basis.

B. Payment for Fuel System Improvements will be made on a lump sum basis, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the relocation of the fuel system, including but not limited to include the cost of all labor, equipment, materials, and services necessary for the handling, installation and connection of the fuel storage tank, feed piping, on-site tightness testing of the tank, all FDEP reporting and permitting that is required for the registered tank, and all other work as shown in the project plans.

15. Mechanical HVAC Improvements

A. Measurement for Mechanical HVAC Improvements will be made on a lump sum basis.

B. Payment for Mechanical HVAC Improvements shall include all labor, equipment, materials, and services necessary for the improvements of the HVAC system, including but not limited to thermostats, air handling units, condensation drainage pipe, condensation drywell, pipe support, and any other specific components or materials required for the completion of the mechanical work as specified in the project plans and these specifications.

16. Electrical Improvements

A. Measurement for Electrical Improvements will be made on a lump sum basis.

B. Payment for Electrical Improvements shall include all labor, equipment, materials, and services necessary for the improvements of the electrical

01250-8 components, including but not limited to installation of control panels, electrical hardware, electrical connections, wires, conduits, VFDs, switches, breakers, wiring, transformer, light fixtures, batteries, and any other specific components or materials required for the completion of the electrical work at the pump station as specified in the project plans and these specifications.

17. Structural Improvements

A. Measurement for Structural Improvements will be made on a lump sum basis.

B. Payment for Structural improvements shall include all labor, equipment, materials, and services necessary for the upgrades of the structural items, including but not limited to all excavation (including rock excavation), disposal of excess excavated materials, generator slab and stairs, concrete slabs for aboveground piping, formwork, shoring, sheeting and bracing, backfill, and any other specific components or materials required for the construction as specified in the project plans and these specifications.

18. 500,000 Gallon Ground Storage Tank

A. Measurement for 500,000 Gallon Ground Storage Tank will be made on a

B. Payment for 500,000 Gallon Ground Storage Tank shall include all labor, materials, equipment, tools, and incidental work necessary to remove and replace the existing 500,000-gallon ground storage tank with a new prestressed concrete ground storage tank (GST), complete and in place, in accordance with the Contract Documents, plans, and specifications The scope of work under this bid item shall include, but is not limited to, the following:

• Demolition, removal, and proper disposal of the existing 500,000-gallon ground storage tank and associated appurtenances.

• Design, fabrication, and installation of a new prestressed concrete ground storage tank with a nominal capacity of 500,000 gallons.

• Construction of a new reinforced concrete pile foundation system to support the new tank, including driving of concrete piles and construction of the tank foundation slab and ring wall.

• Evaluation and modification of the existing timber pile foundation system, if required, to accommodate the new tank structure and ensure long-term stability and performance.

• Installation of all necessary piping connections into and out of the tank, including inlet, outlet, overflow, drain, and any appurtenances or access provisions shown or specified.

01250-9

• Associated site work including excavation, grading, backfilling, compaction, drainage, and surface restoration as necessary to facilitate construction of the new tank.

• Protection or rerouting of existing utilities as required to accommodate the new work.

• Testing, disinfection, and commissioning of the new tank per applicable regulatory and project requirements.

• Compliance with all relevant codes, regulations, and permit conditions.

Payment for this item shall be made at the lump sum price bid for “500000 Gallon Concrete Ground Storage Tank” and shall constitute full compensation for all labor, materials, equipment, tools, supervision, testing, and incidentals necessary to complete the work as specified. No additional payment will be made for demolition, foundation work, piping, site preparation, or any other associated tasks unless otherwise specified under a separate bid item.

19. Bypass Operations

A. Measurement for Bypass Operations will be made on a lump sum basis.

B. Payment for Bypass Operations shall include all labor, equipment, materials, and services necessary for the bypass operation to ensure the non-stop service at this pump station, including but not limited to all bypass piping, valves, temporary pumps, line stops, chemical feeding systems, and any other specific components or materials required for the bypass operation as specified in the project plans and these specifications.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

CONSTRUCTION SCHEDULES

01310-1

SECTION 01310

A. Promptly after award of the Contract, prepare and submit to Engineer estimated construction progress schedules for the Work, with subschedules of related activities which are essential to it progress.

B. Submit revised progress schedules to maintain proposed schedule within 30 days of work in place.

A. Section 01010: Summary of Work.

B. Section 01041: Project Coordination.

C. Section 01200: Project Meetings.

D. Section 01340: Shop Drawings, Product Data and Samples.

1.03 FORM OF SCHEDULES

A. Prepare schedules in the form of:

1. Gant Chart.

2. Network Analysis System.

3. Other Method Accepted by Engineer.

B. Format of Listings: The chronological order of the start of each item of work.

1.04 CONTENT OF SCHEDULES

A. Construction Progress Schedule:

1. Show the complete sequence of construction by activity.

01310-2

2. Show the dates for the beginning, and completion of each major element of construction.

Specifically list:

a. Site work.

b. Site utilities.

c. Subcontractor work.

d. Equipment installations.

e. Operating and Maintenance Data.

f. Start-up.

B. Submittals, Schedule for Shop Drawings, Product Data and Samples. Show:

1. The dates for Contractor's submittals.

2. The dates reviewed submittals will be required from the Engineer.

3. Provide subschedules to define critical portions of prime schedules.

1.05 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major change in scope.

2. Activities modified since previous submission.

3. Revised projections of progress and completion.

4. Other identifiable changes.

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

3. The effect of changes on schedules of other prime contractors.

1.06 SUBMISSIONS

A. Submit initial schedules within 10 days after the effective date of the Agreement.

01310-3

1. Engineer will review schedules and return review copy within 10 days after receipt.

2. If required, resubmit within seven days after return of review copy.

B. With each application for payment, submit progress schedule if revised since last payment request.

1.07 DISTRIBUTION

A. Distribute copies of the reviewed schedules to:

1. Engineer – Two (2) copies

2. Owner – Two (2) copies

3. Job site file.

4. Subcontractors.

5. Other concerned parties.

B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules.

SHOP DRAWINGS

01340-1

SECTION 01340

PART 1 - GENERAL

A. Scope of Work:

1. The Contractor shall submit to the Engineer for review and approval, such Shop Drawings, Test Reports and Product Data on materials and equipment (hereinafter in this Section called Data), and material samples (hereinafter in this Section called Samples) as are required for the proper control of work, including but not limited to those Shop Drawings, Data and Samples for materials and equipment specified elsewhere in the Specifications and in the Contract Drawings.

2. Within fourteen (14) calendar days after the Notice to Proceed date, the Contractor shall submit to the Engineer a complete list of preliminary Data on items for which Shop Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specified items. Review of this list by the Engineer shall in no way expressed or implied relieve the Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Specifications. This procedure is required in order to expedite final review of Shop Drawings. The Contractor shall include Shop Drawing review time on the Project schedule (see section 01310).

3. The Contractor is to maintain an accurate updated submittal log and will bring this log to each scheduled progress meeting with the Owner and the Engineer. This log should include the following items:

a. Submittal-Description and Number assigned.

b. Date to Engineer.

c. Date returned to Contractor.

d. Status of Submittal (Approved as Noted, Rejected/Re-submit).

e. Date of Resubmittal and Return (as applicable).

f. Date material release for fabrication.

g. Projected date of fabrication.

h. Projected date of delivery to site.

01340-2

i. Status of O&M manuals submittal.

j. Specification Section.

k. Drawings Sheet Number.

B. Related Requirements Described Elsewhere:

1. General Conditions.

2. Progress Schedules: Section 01310.

3. Material and Equipment: Section 01600.

4. Project Record Documents: Section 01720.

1.02 CONTRACTOR'S RESPONSIBILITY

A. The Contractor shall furnish the Engineer a schedule of Shop Drawings submittals fixing the respective dates for the submission of Shop Drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment. This schedule shall indicate those that are critical to the progress schedule.

B. The Contractor shall not begin any of the work covered by a Shop Drawing, Data, or a Sample returned for correction until a revision or correction thereof has been reviewed and returned to him, by the Engineer, with approval.

C. The Contractor shall submit to the Engineer all drawings and schedules sufficiently in advance of construction requirements to provide no less than thirty (30) calendar days for checking and appropriate action from the time the Engineer receives them.

D. All submittals shall be accompanied with a transmittal letter prepared in duplicate containing the following information:

1. Date.

2. Project Title and Number.

3. Contractor's name and address.

4. The number of each Shop Drawings, Project Data, and Sample submitted.

SHOP DRAWINGS

01340-3

5. Notification of Deviations from Contract Documents.

a. The Contractor shall indicate in bold type at the top of the cover sheet of submittal of Shop Drawing if there is a deviation from Contract Drawings, Project Specifications and referenced specifications or codes.

b. The Contractor shall also list any deviations from Contract Drawings, Project Specifications and referenced specifications or codes and identify in "green" ink prominently on the drawings.

6. Submittal Log Number conforming to Specification Log Number.

E. The Contractor shall submit all shop drawings in electronic format. Shop drawings which require the signature and seal of a registered professional shall be submitted in hard copy format. In addition to electronic submittals, the contractor may be required to submit additional hard copies of all submittals upon request from the Owner or the Engineer.

F. The Contractor shall be responsible for and bear all costs of damages which may result from the ordering of any material or from proceeding with any part of work prior to the completion of the review by the Engineer of the necessary Shop Drawings.

G. The Contractor shall be fully responsible for observing the need for and making any changes in the arrangement of piping equipment, connections, wiring, manner of installation, etc., which may be required by the materials/equipment he proposed to supply both as pertains to his own work and any work affected under other parts, headings, or divisions of drawings and specifications.

H. The Contractor shall not use Shop Drawings as means of proposing alternate items to demonstrate compliance to Contract requirements.

I. Each submittal will bear a stamp indicating that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractors review and approval of that submittal.

J. Drawings and schedules shall be checked and coordinated with the work of all trades and sub-contractors involved, before they are submitted for review by the Engineer and shall bear the Contractor's stamp of approval as evidence of such checking and coordination. Drawings or schedules submitted without this stamp of approval shall be returned to the Contractor for resubmission.

01340-4

1.03 ENGINEER'S REVIEW OF SHOP DRAWINGS

A. The Engineer's review of Shop Drawings, Data and Samples as submitted by the Contractor, will be to determine if the items(s) conform to the information in the Contract Documents and are compatible with the design concept. The Engineer's review and exceptions, if any, will not constitute an approval of dimensions, connections, quantities, and details of the material, equipment, device, or item shown.

B. The review of drawings and schedules will be general, and shall not be construed:

1. As permitting any departure from the Contract requirements.

2. As relieving the Contractor of responsibility for any errors, including details, dimensions, and materials.

3. As approving departures from details furnished by the Engineer, except as otherwise provided herein.

C. If the drawings or schedules as submitted describe variations and show a departure from the

Contract requirements which the Engineer finds to be in the interest of the Owner and to be so minor as not to involve a change in Contract Price or time for performance, the Engineer may return the reviewed drawings without noting an exception.

D. "Approved as Noted" - Contractor shall incorporate Engineer's comments into the submittal before release to manufacturer. The Contractor shall send a letter to the Engineer acknowledging the comments and their incorporation into the Shop Drawing.

E. "Amend and Resubmit" - Contractor shall resubmit the Shop Drawing to the Engineer. The resubmittal shall incorporate the Engineer's comments highlighted on the Shop Drawing.

F. "Rejected" - Contractor shall resubmit Shop Drawing for review by Engineer.

G. Resubmittals will be handled in the same manner as first submittals. On resubmittals the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any corrections required by the Engineer.

H. If the Contractor considers any correction indicated on the drawings to constitute a change to the Contract Drawings or Specifications, the Contractor shall give written notice thereof to the Engineer.

I. When the Shop Drawings have been completed to the satisfaction of the Engineer, the

Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer.

01340-5

J. No partial submittals will be reviewed. Submittals not deemed complete will be stamped "Rejected" and returned to the Contractor for resubmittal. Unless otherwise specifically permitted by the Engineer, make all submittals in groups containing all associated items for:

1. Systems.

2. Processes.

3. As indicated in specific Specifications Sections.

All drawings, schematics, manufacturer's product Data, certifications and other Shop Drawing submittals required by a system specification shall be submitted at one time as a package to facilitate interface checking.

K. Only the Engineer shall utilize the color "red" in marking Shop Drawing submittals.

1.04 SHOP DRAWINGS

A. Shop Drawings shall be complete and detailed and shall consist of fabrication, erection and setting drawings and schedule drawings, manufacturer's scale drawings, and wiring and control diagrams. Cuts, catalogs, pamphlets, descriptive literature, and performance and test data, shall be considered only as supportive information. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to meet individual design requirements.

B. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other standard descriptive data shall be clearly marked to identify pertinent materials, product or models.

Delete information which is not applicable to the Work by striking or cross-hatching.

C. Each Shop Drawing shall have a blank area 3-1/2 inches by 3-1/2 inches, located adjacent to the title block. The title block shall display the following:

1. Project Title and Number.

2. Name of Project building or structure.

3. Number and title of the Shop Drawing.

4. Date of Shop Drawing or revision.

5. Name of contractor and subcontractor submitting drawing.

6. Supplier/manufacturer.

7. Separate details when pertinent.

01340-6

8. Specification title and number.

9. Specification section.

10. Application Contract Drawing Number.

D. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials of construction and similar descriptive material. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all other pertinent Data.

E. For all mechanical and electrical equipment furnished, the Contractor shall provide a list including the equipment name, and address and telephone number of the manufacturer's representative and service company so that service and/or spare parts can be readily obtained.

1.05 WORKING DRAWINGS

A. When used in the Contract Documents, the term "Working Drawings" shall be considered to mean the Contractor's plan for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, ground water control systems, forming and falsework; for underpinning; and for such other work as may be required for…