633 S. Andrews Avenue, Suite 402 Fort Lauderdale, Florida 33301

Telephone: 954.797.7100 www.mccaffertybrinson.com Florida Registry No. 26952

Bid Set

Technical Specifications Volume 1 of 2

City of Pompano Beach

ITB27-001

Water Treatment Plant Improvements Phase 1: Buildout of the Existing Nanofiltration Facility

October 2026

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City of Pompano Beach

Water Treatment Plant Improvements Phase 1 Buildout of the Existing Nanofiltration Facility

ITB27-001

Table of Contents

Technical Specifications

Division 0 – Procurement and Contracting Requirements 00 01 22 Schedule of Suppliers 00 62 76 Application for Payment Form 00 63 36 Field Order Form 00 63 49 Work Change Directive Form 00 63 63 Change Order Form 00 65 16 Certificate of Substantial Completion

Division 1 – General Requirements 01 01 00 Summary of Work 01 04 50 Cutting and Patching 01 14 00 Construction Sequencing 01 21 00 Allowances 01 25 00 Substitution and Product Options 01 26 00 Change Orders Procedures 01 29 00 Measurement and Payment 01 29 73 Schedule of Values 01 29 76 Application for Payment 01 31 19 Project Meetings 01 32 16 Construction Progress Schedule 01 33 00 Submittals 01 33 17 Structural Design, Support, and Anchorage 01 35 26 Safety Requirements and Protection of Property 01 42 19 Standard References 01 43 00 Field Engineering 01 43 26 Testing Laboratory Services 01 45 00 Control of Work 01 50 00 Mobilization and Demobilization 01 50 10 Protection of Existing Facilities 01 51 00 Temporary Utilities and Facilities 01 55 00 Site Access and Storage 01 56 39 Temporary Tree and Plant Protection 01 57 20 Environmental Protection Procedures

City of Pompano Beach TOC-2 Bid Set

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01 58 00 Project Identification and Signs 01 60 00 Materials and Equipment 01 64 00 Owner Furnished Products 01 70 00 Contract Closeout 01 71 00 Cleaning 01 72 00 Project Record Documents 01 75 00 Plant Start-up 01 77 30 Operation and Maintenance Data 01 77 41 Nanofiltration Membrane System Performance Warranty 01 78 00 Warranties and Bonds

Division 2 – Existing Conditions 02 01 10 Preconstruction Video 02 40 00 Modifications to Existing Structures, Piping, and Equipment 02 41 00 Demolition

Division 3 – Concrete

03 01 00 Maintenance of Concrete

03 11 00 Concrete Forming

03 15 00 Concrete Accessories

03 21 00 Reinforcement Bars

03 31 00 Cast-In-Place Concrete

03 41 00 Precast Concrete Structures

03 60 00 Grouting

Division 4 – Masonry, Brick, Block, and Stone

04 22 00 Concrete Unit Masonry

Division 5 – Metals

05 05 19 Post-Installed Concrete Anchors

05 30 00 Metal Decking

05 50 00 Metal Fabrications

05 52 10 Aluminum Railings

Division 6 – Not Used

Division 7 – Thermal and Moisture Protection

07 92 13 Elastomeric Joint Sealant

Division 8 – Not Used

City of Pompano Beach TOC-3 Bid Set

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Division 9 – Finishes 09 67 23 Resinous Flooring 09 90 00 Surface Preparation and Shop Prime Painting 09 91 00 Field Painting

Division 10 through 12 – Not Used

Division 13 – Special Construction

13 34 21 Metal Canopy System

Division 14 through 22 – Not Used

Division 23 – Heating, Ventilating, and Air Conditioning (HVAC)

23 05 00 Common Work Results for HVAC

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 13 Duct Insulation

23 08 00 Commissioning of HVAC

23 09 01 Instrumentation and Control for HVAC (Stand Alone System)

23 23 00 Refrigeration Piping

23 31 13 Metal Ducts

23 37 13 Diffusers, Registers, and Grilles

23 70 10 Air Conditioning Equipment

Division 24 through 25 – Not Used

Division 26 – Electrical

26 05 00 Common Work Results for Electrical

26 05 05 General Requirements for Electrical

26 05 09 Low Voltage Motors up to 500 Horsepower

26 05 18 600-Volt or Less Wires and Cables

26 05 20 Fiber Optic Cable and Appurtenances

26 05 21 Low Voltage Wire Connections

26 05 26 Grounding and Bonding

26 05 29 Hangers and Supports

26 05 33 Conduits

26 05 34 Boxes

26 05 35 Wireway

City of Pompano Beach TOC-4 Bid Set

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26 05 44 Duct Banks

26 05 53 Identification for Electrical Systems

26 05 74 Electrical System Studies

26 08 50 Field Electrical Acceptance Tests

26 09 13 Electrical Power Monitoring

26 22 14 Dry-Type Transformers

26 23 02 Low Voltage Switchgear

26 24 14 Double Ended Circuit Breaker Switchboards

26 24 16 Panelboards

26 24 20 Low Voltage Motor Control Centers

26 27 26 Wiring Devices

26 28 01 Low Voltage Molded Case Circuit Breakers

26 28 03 Low Voltage Power Circuit Breakers

26 28 14 Low Voltage Fuses

26 28 17 Disconnect Switches

26 29 05 Motor Starters

26 29 24 Variable Frequency Drives 0.5 – 50 Horsepower

26 29 25 Variable Frequency Drives 60 – 500 Horsepower

26 41 01 Lightning Protection

26 43 14 Surge Protective Devices

26 50 10 Lighting: LED Luminaires

Division 27 – Not Used

Division 28 – Electronic Safety and Security

28 10 00 Electronic Access Control and Intrusion Detection

28 31 01 Fire Alarm and Smoke Detection System

Division 29 through 30 – Not Used

Division 31 – Earthwork

31 23 19 Dewatering

31 23 33 Trenching and Backfilling

31 30 00 Earthwork

31 35 26 Erosion Control Barrier

City of Pompano Beach TOC-5 Bid Set

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Division 32 – Exterior Improvements

32 11 15 A.C. Pavement and Base (FDOT)

32 92 00 Sodding

Division 33 – Utilities

33 05 05.50 Pressure Pipe Testing and Disinfection

33 05 26 Utility Identification

33 05 33.23 Polyethylene Pressure Pipe (AWWA C906)

33 11 19 Temporary Bypass

33 71 21 Precast Electrical Handholes and Electrical Manholes

33 92 20 Ductile Iron Piping

Division 34 through 39 – Not Used

Division 40 – Process Interconnections

40 05 00 Piping – General Requirements

40 05 01 Pipe Testing – General Requirements

40 05 06 Couplings, Adapters, and Specials for Process Piping

40 05 07 Hangers and Supports for Process Piping

40 05 10 Plastic Pipe and Fittings

40 05 19 Ductile Iron Pipe and Fittings

40 05 23 Stainless Steel Process Pipe and Fittings

40 05 23.43 Stainless Steel Tubing

40 05 51 Valves – General Requirements

40 05 53 Identification of Process Piping

40 05 57 Electric Valve Actuators

40 05 61 Gate Valves

40 05 62 Plug Valves

40 05 63 Ball Valves

40 05 64 Butterfly Valves

40 05 65.24 Inline Check Valves

40 05 65.26 Slanting Disc Check Valves

40 05 65.35 Globe Style Silent Check Valves

40 05 67.24 Vacuum Breaker Valves

40 05 67.39 Pressure Relief Valves

40 05 78.19 Combination Air Valves

40 05 82 Solenoid Valves

40 13 10 FRP Ductwork

40 50 01 Field Instruments

City of Pompano Beach TOC-6 Bid Set

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40 70 01 Software Programming and Functional Control Descriptions

40 73 13 Pressure and Differential Pressure Gauges

40 73 63 Diaphragm Seals

40 80 00 Supervisory Control and Data Acquisition (SCADA) System

40 90 00 Instrumentation and Controls for Process Systems

Division 43 – Process Gas and Liquid Handling, Purification, and Storage Equipment

43 05 53 Identification for Process Gas and Liquid Handling Equipment

43 24 26.35 Vertical Turbine Short-Set Can Pumps

43 32 41 End Suction Process Pumps

43 41 45 Fiberglass Reinforced Plastic Tanks

Division 44 through 45 – Not Used

Division 46 – Water and Wastewater Equipment

46 05 53 Identification for Water and Wastewater Equipment

46 51 15 Packed Tower Degasifiers

46 61 21 Raw Water Pressure Filter System

46 61 53 Cartridge Filters

46 63 23 Nanofiltration Membrane Equipment

46 63 24 Nanofiltration Membrane Elements and Manufacturer’s Services

End of Bidding Documents

The following Technical Data is included as a separate document for the Bidder’s/Contractor’s convenience. These documents constitute technical data and are not Contract Documents.

Technical Data

1. Permit Number 0053502-413-WC Construction of the Water Treatment Plant Improvements - Phase I: Buildout of Existing Nanofiltration Facility for the City of Pompano Beach issued by the Florida Department of Environmental Protection.

2. Topographic Survey for Pompano Beach Water Treatment Plant Improvements dated December 12, 2024 by Keith and Associates, Inc.

3. Subsurface Utility Locating for Pompano Beach Water Treatment Plant Improvements dated March 19, 2026 by Keith and Associates, Inc.

4. Report of Geotechnical Exploration for the Proposed Pump Station and Sand Strainer Pad Structures at the City of Pompano Beach Water Treatment Plant dated February 2025 by Nutting Engineers of Florida, Inc.

5. Record Drawings of the City of Pompano Beach’s Existing 10 MGD Membrane Softening WTP, dated June 2003 by Hazen and Sawyer.

City of Pompano Beach TOC-7 Bid Set

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6. Laser Scan Data (Autodesk ReCap Project file with supporting documents) for the following areas of the existing Water Treatment Plant are available from the Engineer upon request:

a. Membrane Building: exterior, exterior below-grade major process yard piping at building penetrations, interior, and interior pipe trench.

b. Filter Building: exterior, degasifiers, degasifier wetwells, and interior process piping.

7. Survey and Test Hole Data collected and provided as part of a separate project:

a. Topographic and Tree Survey for Water Treatment Plant Improvements Pompano Beach, Florida dated December 7, 2023 by Engenuity Group, Inc.

b. Test Hole Map and Reports dated January 25, 2024 by Colliers Engineering and Design.

8. Asbestos Survey Reports, by ARS Environmental, Inc.:

a. Project No. 2022-0074 Filter Gallery Building dated March 21, 2022.

b. Project No. 2022-0078 Chemical Building dated March 24, 2022.

c. Project No. 2022-0080 Sludge Building dated March 24, 2022.

d. Project No. 2022-0893 Commercial Building/ Membrane Building dated April 11, 2022.

City of Pompano Beach 00 01 22-1 Bid Set

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SECTION 00 01 22

SCHEDULE OF SUPPLIERS

The Contract Documents are based upon the equipment and products available from the Suppliers denoted as "A", "B", etc. in this Section. Provision will be made in the Contract Documents for alternate suppliers whose equipment or products may be deemed equal in quality (see Article 24 of the General Terms and Conditions and Section 01 25 00 of the Technical Specifications). However, the Contractor's Bid shall be based on the Suppliers denoted in this Schedule of Suppliers, and the Contractor shall indicate in the Bid which supplier the Contractor has based their bid on for each item of equipment listed on this form by circling one of the listed suppliers. Should a Contractor fail to circle a named item in each category, or circle more than one listed supplier, the Contractor hereby agrees to provide the item listed as "A."

If the Contractor desires to propose one or more alternate suppliers, the Contractor may write in the name of such alternates in the spaces provided on the pages following the lists below, but the Contractor must nevertheless also circle one of the listed suppliers.

If the proposed alternate supplier is determined "not equivalent" by the Engineer, the Contractor must use the circled supplier. If the Contractor fails to indicate which listed supplier the Contractor intends to use if an alternate is rejected, the Contractor must use the supplier listed as "A". Also, if the Contractor circles more than one listed supplier, the Contractor must use the first supplier circled (unless an alternate is approved). Each proposed alternate Supplier will be evaluated in accordance with Article 24 of the General Terms and Conditions and Section 01 25 00 – Substitutions and Production Options of the Technical Specifications.

The Owner may request and the Contractor shall supply complete information on proposed alternate Suppliers prior to the Notice of Award.

(REMAINDER OF PAGE LEFT BLANK INTENTIONALLY)

City of Pompano Beach 00 01 22-2 Bid Set

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Item Equipment Item or Material

Specification Section

Suppliers

1. Metal Canopy System 13 34 21 A. Butler Manufacturing Company B. Varco Pruden

2. Low Voltage Motors up to 500 HP

26 05 09 A. US Motors B. General Electric C. Reliance D. Toshiba E. Baldor

3. Low Voltage Motor Control Centers

26 24 20 A. Eaton B. Schneider Electric

4. Variable Frequency Drives (0.5 - 50 Horsepower)

26 29 24 A. Allen-Bradley B. Eaton C. Schneider Electric

5. Variable Frequency Drives (60 - 500 Horsepower)

26 29 25 A. Allen-Bradley B. Eaton C. Schneider-Electric D. Yaskawa America, Inc.

6. Ductile Iron Pipe 33 92 20 A. U.S. Pipe and Foundry Company, Inc.

B. Foundry Company, Inc.

C. American Cast Iron Pipe Company

7. Plastic Pipe and Fittings 40 05 10 A. ASAHI/America Inc.

B. Georg Fischer

8. Ductile Iron Pipe and Fittings

40 05 19 A. U.S. Pipe and Foundry Company, Inc.

B. Foundry Company, Inc.

C. American Cast Iron Pipe Company

9. Stainless Steel Pipe 40 05 23 A. Aerex Industries, Inc.

B. Felker Brothers Corp.

10. Electric Valve Actuators 40 05 57 A. Harold Beck & Sons, Inc.

City of Pompano Beach 00 01 22-3 Bid Set

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11. Stainless Steel V-Port Ball Valves

40 05 63 A. DeZURIK B. Valtek C. Masonelian

12. Butterfly Valves – AWWA 40 05 64 A. Henry Pratt Company, LLC B. DeZURIK C. Mueller D. Val-Matic Valve & Manufacturing

Corporation

13. Butterfly Valves – Wafer Style

40 05 64 A. Henry Pratt Company, LLC B. DeZURIK C. Mueller D. Val-Matic Valve & Manufacturing

Corporation

14. Butterfly Valves – Stainless Steel

40 05 64 A. DeZURIK B. Bray International, Inc.

C. Henry Pratt Company, LLC

15. Butterfly Valves – PVC 40 05 64 A. Asahi/America B. Georg Fischer Ltd.

16. Slanting Disc Check Valves

40 05 65.26 A. DeZURIK B. Val-Matic Valve & Manufacturing

Corporation C. Henry Pratt Company, LLC

17. Globe Style Silent Check Valves – Stainless Steel

40 05 65.35 A. DeZURIK

18. Vacuum Breaker Valves 40 05 67.24 A. Straval

19. Pressure Relief Valves 40 05 67.39 A. Cla-Val

20. Supervisory Control and Data Acquisition (SCADA) System

40 80 00 A. Trihedral VTSCADA

21. Instrumentation and Controls - Instrumentation System Supplier (ISS)

40 90 00 A. C.C. Control Corp.

B. Rocha Controls C. Revere Controls, Inc.

D. Custom Controls

City of Pompano Beach 00 01 22-4 Bid Set

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22. Vertical Turbine Short-set Can Pumps

43 24 26.35 A. Afton Pumps, Inc.

B. Flowserve Corporation

23. End-Suction Process Pump

43 32 41

A. Flowserve Corporation B. Peerless Pump Company C. Ruhrpumpen Group

24. Fiberglass Reinforced Plastic Tanks

43 41 45 A. Diamond Fiberglass, Inc.

B. Augusta Fiberglass Coatings C. Plas-Tanks Industries, Inc.

D. R.L. Industries E. An-Cor Industrial Plastics, Inc.

25. Packed Tower Degasifiers

46 51 15 A. Indusco Environmental Services, Inc.

B. DeLoach Industries Inc.

26. Raw Water Pressure Filter System

46 61 21 A. Tonka Water, a Kurita Brand

27. Cartridge Filters (Filter Vessel)

46 61 53 A. Aerex Industries, Inc.

B. Parker Hannifin Process Filtration C. Fil-Trek

28. Cartridge Filters (Filter Elements)

46 61 53 A. American Melt Blown and Filtration

29. Membrane Pressure Vessels

46 63 23 A. Protec Arisawa B. Codeline Division of Pentair Water

Treatment

30. Membrane Systems Supplier

46 63 23 A. Aerex Industries, Inc.

B. Harn R/O Systems, Inc.

C. BW Water Americas, Inc.

D. BiWater.

31. Groove-Joint Butterfly Valves – Stainless Steel

46 63 23 A. Victaulic

32. Membrane Element Manufacturer

46 63 24 A. Hydranautics – A Nitto Group Company

After receipt of Bids, the CONTRACTOR may not substitute any Supplier circled above except as permitted under the Contract Documents

APPLICATION AND CERTIFICATION FOR PAYMENT

CITY OF POMPANO BEACH

P.O. Drawer 1300 Pompano Beach, FL 33061

Project Data Contractor:

Project Name: Name:

Address:

P.O. No.

Project No. Phone:

Payment Information Engineer:

Payment Appl. No. Name:

For Period Beginning: Address:

For Period Ending:

Phone:

Contract Data Insurance Expiration Date:

Notice to Proceed Date:

Contract Duration (Days):

Contract Completion Date:

Revised Completion Date (Time Extension):

Percent Complete (Cost):

Percent Complete (Time):

Change Order Summary

Change Orders approved by City Number Date Approved ADDITIONS DEDUCTIONS

TOTALS

Net Change by C.O.s

Application is made for Payment, as shown below, in connection with the Contract. Continuation Sheet is attached.

1. ORIGINAL CONTRACT SUM ......................................... $_______________

2. Net change by Change Orders ....................................... $_______________

3. CONTRACT SUM to Date (Line 1+2) ............................. $_______________

4. TOTAL COMPLETED & STORED to Date ..................... $_______________

(Column I of Continuation Sheet)

5. LESS 10% RETAINAGE ................................................. $_______________

6. NET value (Line 4 less 5) ............................................... $_______________

7. LESS amount of previous payments............................... $_______________

8. CURRENT DUE this Payment ........................................ $______________

The undersigned Contractor certifies that to the best of the Contractor’ knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work which previous Certificates for Payment were issued and payments received from the City, and that current payment shown is now due.

CONTRACTOR:

By: __________________________ Date: ________

Title: _________________________

ACKNOWLEDGMENT

State of: _____________ County of: ______________

Subscribed and sworn to before the ____ day of

___________ , 20 ______.

Notary Public: ___________________________ CITY APPROVALS Approved By: _____________________________

Inspector (Initial): _____ Date: _____________ (Project Manager)

ENGINEER’S CERTIFICATE FOR PAYMENT

In accordance with the Contract Documents, based on on-site observations and data comprising this application, the Engineer certifies to the City, the Work has progressed as indicated, the quality of Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT

CERTIFIED.

AMOUNT CERTIFIED: $___________________

By: __________________________________ Date: _____________

Print Name: ____________________________

CONTINUATION SHEET

CITY OF POMPANO BEACH

P.O. Drawer 1300 Pompano Beach, FL 33061

Payment Appl.No.: Project Name:

Application Date: Project Number:

For Period Ending: Contractor:

A | B C | D E F G H I Contract Items This Period Total to Date ______ Item No. Item Description Quantity Unit $/Unit Quantity Amount Quantity Amount

Page Total this Page No.____________________________________________________________________________________________________________________________

TOTAL

EJCDC® C-942, Field Order.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved.

FIELD ORDER NO.: [Number of Field Order]

Owner: Owner’s Project No.:

Engineer: Engineer’s Project No.:

Contractor: Contractor’s Project No.:

Project:

Contract Name:

Date Issued: Effective Date of Field Order:

Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work.

Reference:

Specification Section(s):

Drawing(s) / Details (s):

Description:

[Description of the change to the Work]

Attachments:

[List documents supporting change]

Issued by Engineer

By:

Title:

Date:

EJCDC® C-940, Work Change Directive.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

WORK CHANGE DIRECTIVE NO.: [Number of Work Change Directive]

Owner: Owner’s Project No.:

Engineer: Engineer’s Project No.:

Contractor: Contractor’s Project No.:

Project:

Contract Name:

Date Issued: Effective Date of Work Change Directive:

Contractor is directed to proceed promptly with the following change(s):

Description:

[Description of the change to the Work]

Attachments:

[List documents related to the change to the Work]

Purpose for the Work Change Directive:

[Describe the purpose for the change to the Work]

Directive to proceed promptly with the Work described herein, prior to agreeing to change in Contract Price and Contract Time, is issued due to:

Notes to User—Check one or both of the following

☐ Non-agreement on pricing of proposed change. ☐ Necessity to proceed for schedule or other reasons.

Estimated Change in Contract Price and Contract Times (non-binding, preliminary):

Contract Price: $ [increase] [decrease] [not yet estimated].

Contract Time: days [increase] [decrease] [not yet estimated].

Basis of estimated change in Contract Price:

☐ Lump Sum ☐ Unit Price ☐ Cost of the Work ☐ Other

Recommended by Engineer Authorized by Owner

By:

EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved.

CHANGE ORDER NO.: [Number of Change Order]

Owner: Owner’s Project No.:

Engineer: Engineer’s Project No.:

Contractor: Contractor’s Project No.:

Project:

Contract Name:

Date Issued: Effective Date of Change Order:

The Contract is modified as follows upon execution of this Change Order:

Description:

[Description of the change]

Attachments:

[List documents related to the change]

Change in Contract Price

Change in Contract Times [State Contract Times as either a specific date or a number of days]

Original Contract Price: Original Contract Times:

Substantial Completion:

$ Ready for final payment:

[Increase] [Decrease] from previously approved Change Orders No. 1 to No. [Number of previous Change Order]:

[Increase] [Decrease] from previously approved Change Orders No.1 to No. [Number of previous Change Order]:

Substantial Completion:

$ Ready for final payment:

Contract Price prior to this Change Order: Contract Times prior to this Change Order:

Substantial Completion:

$ Ready for final payment:

[Increase] [Decrease] this Change Order: [Increase] [Decrease] this Change Order:

Substantial Completion:

$ Ready for final payment:

Contract Price incorporating this Change Order: Contract Times with all approved Change Orders:

Substantial Completion:

$ Ready for final payment:

Recommended by Engineer (if required) Accepted by Contractor

By:

Title:

Date:

Authorized by Owner Approved by Funding Agency (if applicable)

By:

EJCDC® C-625, Certificate of Substantial Completion.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

CERTIFICATE OF SUBSTANTIAL COMPLETION

Owner: Owner’s Project No.:

Engineer: Engineer’s Project No.:

Contractor: Contractor’s Project No.:

Project:

Contract Name:

This ☐ Preliminary ☐ Final Certificate of Substantial Completion applies to:

☐ All Work ☐ The following specified portions of the Work:

[Describe the portion of the work for which Certificate of Substantial Completion is issued]

Date of Substantial Completion: [Enter date, as determined by Engineer]

The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor, and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Work or portion thereof designated above is hereby established, subject to the provisions of the Contract pertaining to Substantial Completion. The date of Substantial Completion in the final Certificate of Substantial Completion marks the commencement of the contractual correction period and applicable warranties required by the Contract.

A punch list of items to be completed or corrected is attached to this Certificate. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.

Amendments of contractual responsibilities recorded in this Certificate should be the product of mutual agreement of Owner and Contractor; see Paragraph 15.03.D of the General Conditions.

The responsibilities between Owner and Contractor for security, operation, safety, maintenance, heat, utilities, insurance, and warranties upon Owner's use or occupancy of the Work must be as provided in the Contract, except as amended as follows:

Amendments to Owner’s Responsibilities: ☐ None ☐ As follows:

[List amendments to Owner’s Responsibilities]

Amendments to Contractor’s Responsibilities: ☐ None ☐ As follows:

[List amendments to Contractor’s Responsibilities]

The following documents are attached to and made a part of this Certificate:

[List attachments such as punch list; other documents]

This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents, nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents.

Engineer

By (signature):

Name (printed):

City of Pompano Beach 01 01 00-1 Bid Set

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SECTION 01 01 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION OF WORK

A. All work of this Contract is located at the City of Pompano Beach Water Treatment Plant.

1.02 SCOPE OF WORK

A. The CONTRACTOR shall furnish all labor, materials, equipment, tools, services, and incidentals to complete all work required by these Specifications and as shown on the Drawings.

B. The CONTRACTOR shall perform the work complete, in place, disinfect where applicable, and make ready for continuous service; and, shall include repairs, replacements and restoration required as a result of work damages caused during the Work.

C. Furnish and install all materials, equipment and labor which is reasonably and properly inferable and necessary for the proper completion of the work.

1.03 GENERAL DESCRIPTION OF CONTRACT

A. The Work in general consists of the expansion of the OWNER’s existing 10 million gallon per day (mgd) capacity nanofiltration (NF) facility to a total treatment capacity of 30 mgd and other improvements to the water treatment plant, as described herein.

B. The Work under the Base Bid includes, but is not necessarily limited to, the following:

1. General Requirements of the Contract, including mobilization/demobilization, bonds, insurance, contract administration, scheduling and coordination, preparation and approval of submittals, provision of Operation and Maintenance (O&M) data, OWNER training, and specified testing and warranty services.

2. Site Work: clearing, grubbing, excavating, filling, grading, sodding, paving, and drainage.

3. Yard piping (outside building): raw water piping, feed water piping, permeate piping, concentrate piping, and chemical piping.

4. Raw Water Booster Pump Station.

5. Pressure Filter System.

6. Buildout of Existing Membrane Process.

a. Replace all existing raw water, NF feed, permeate, concentrate, cleaning, City of Pompano Beach 01 01 00-2 Bid Set

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b. Replace existing raw water and permeate wall penetrations entering and exiting the building with larger size wall pipes to accommodate the increase in plant design capacity.

c. New Cartridge Filters 5 and 6.

d. Membrane Units No. 6 through 10: feed pumps, membrane units, membrane elements, control valves, instrumentation, sample piping, sample panels, remote I/O panels, instrument panels, control programming, etc. as well as start-up and training services, and performance testing for each unit.

7. Modifications to Existing Membrane Process.

a. Refinish Existing Cartridge Filters No. 1 through 4.

b. Membrane Units No. 1 through 5: connection of the existing units to the new feed, permeate, concentrate, cleaning, and permeate flush piping in the building trench system, as shown on the Drawings. As well as replacement of the existing membrane elements including performance testing and commissioning.

8. Membrane clean-in-place and permeate flush systems.

9. Addition of new Degasifiers No. 4 and 5.

10. Chemical Systems.

11. Paintings and Coatings.

12. Structural and Architectural.

13. Electrical.

14. Instrumentation and Controls.

15. Heating, Ventilation, and Air Conditioning.

C. If authorized by the OWNER, Work under Additive Alternate A includes, but is not necessarily limited to, the following:

1. Demolition and removal of existing Membrane Units No. 1 through 5 and replacement with new: feed pumps, membrane units, membrane elements, control valves, instrumentation, sample piping, sample panels, remote I/O panels, instrument panels, control programming, etc. as well as start-up and training services, and performance testing for each NF unit.

2. Addition of new Degasifier No. 6.

3. Electrical and Instrumentation and Controls improvements associated with the above listed items.

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1.04 CONTRACTURAL MILESTONES

A. The Work shall be completed to meet Partial Utilization, Substantial Completion and Final Completion milestones, as specified herein. The Work associated with each of these milestones is defined below:

B. Partial Utilization Milestones

1. To satisfy the definition of Partial Utilization Milestone 1 (PU1), Work included under Phase 1, as detailed in Section 01 14 00, shall be satisfactorily complete.

2. To satisfy the definition of Partial Utilization Milestone 2 (PU2), Work included under Phase 2, as detailed in Section 01 14 00, shall be satisfactorily complete.

Under the Base bid scope, completion of Phase 2 shall constitute the Substantial Completion (SC) milestone. However, if Additive Alternate A is authorized by the OWNER, completion of Phase 2 shall constitute Partial Utilization Milestone 2 (PU2) and completion of Additive Alternate A (Phase

3) shall constitute the SC Milestone.

C. Substantial Completion

1. To satisfy the conditions of the Substantial Completion milestone, Work detailed below, and included under Phase 2, or Additive Alternate A (Phase

3) if authorized by the OWNER, as detailed in Section 01 14 00, shall be satisfactorily complete, and the 30 mgd nanofiltration process shall be startup tested and fully operational, for its intended use by the OWNER, by the Substantial Completion date subject to the ENGINEER’s approval.

a. All remaining structures/treatment process work. Correction of items on the punch list of those structures that are included under Partial Utilization.

b. All necessary electrical, mechanical, HVAC, instrumentation, interior finish, etc. for proper operation of all treatment processes and structures.

c. Performance testing of the membrane process in accordance with Sections

01 77 41, 46 63 23, and 46 63 24.

d. I&C 30-day Field Acceptance Test in accordance with Division 40.

e. All site work, including restoration.

f. CONTRACTOR’s turnover of spare parts to the OWNER.

g. All training, Operations and Maintenance Manuals, As-builts (Record

Drawings), and Health Department Clearances.

h. All other work in the Contract, unless other identified in Paragraph D, Final

Completion.

D. Final Completion

1. To satisfy the conditions of Final Completion, all work under this Contract shall be complete and ready for final payment, including all punchlist work, site cleaning, and certified survey drawings.

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1.05 CONTRACTOR'S USE OF PREMISES

A. CONTRACTOR shall be aware that there is an operating lime softening process water treatment plant at this site, which must be kept in service on a continuous basis.

B. Coordinate use of premises with the ENGINEER. All conflicts over use of the premises shall be resolved without additional cost to the OWNER.

C. CONTRACTOR shall assume full responsibility for security of all their and their Subcontractor’s materials and equipment stored on the site.

D. Site Security - The CONTRACTOR shall provide construction site security.

E. If directed by the OWNER or ENGINEER, move any stored items which interfere with operations of OWNER at no additional cost to the OWNER.

F. Obtain and pay for use of additional storage or work areas if needed to perform the Work.

G. Obtain and pay for off-site staging/storage areas as required if on-site areas are insufficient for construction activities or if special storage requirements are recommended by the manufacturer that cannot be accommodated.

1.06 OWNER OCCUPANCY

A. Coordinate all activities with OWNER and ENGINEER to minimize conflict and to facilitate OWNER usage.

1.07 ABBREVIATIONS AND REFERENCES

A. Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard, code, specification or tentative specification adopted and published at the date of advertisement for bids, even though reference has been made to an earlier standard. The following list of specifications is hereby made a part of the Contract the same as if herein repeated in full. In the event of any conflict between any of these specifications, standards, codes or tentative specifications, and the Specifications, the latter shall govern. In the event that one of the following conflicts with another, the decision as to which shall govern will be decided by the ENGINEER, whose judgment will be final.

B. Reference to a technical society, organization, or body may be made in the Specifications by abbreviations, in accordance with the following list:

C. AASHTO - The American Association of State Highway and Transportation Officials

D. ACI - American Concrete Institute

E. AGA - American Gas Association

F. AGMA - American Gear Manufacturers Association

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G. AISC - American Institute of Steel Construction

H. AISI - American Iron and Steel Institute

I. ANSI - American National Standards Institute

J. API - American Petroleum Institute

K. ASCE - American Society of Civil Engineers

L. ASME - American Society of Mechanical Engineers

M. ASTM - American Society of Testing Materials

N. AWPA - American Wood Preservers Association

O. AWS - American Welding Society

P. AWWA - American Water Works Association

Q. CIPRA - Cast Iron Pipe Research Association

R. DIPRA - Ductile Iron Pipe Research Association

S. DOT - Department of Transportation

T. EPA - Environmental Protection Agency (U.S.)

U. FED.SPEC. - Federal Specifications

V. IEEE - Institute of Electrical and Electronic Engineers

W. ISA - Instrument Society of America

X. NAVY SPEC. - Navy Department Specification

Y. NCPI - National Clay Pipe Institute

Z. NEC - National Electric Code

AA. NEMA - National Electrical Manufacturers Association

BB. NEWWA - New England Water Works Association

CC. NFPA - National Fire Protection Association

DD. NLMA - National Lumber Manufacturers Association

EE. OSHA - Occupation Health and Safety Act

FF. SAE - Society of Automotive Engineers Standards

GG. SBCC - Standard Building Code Congress International, Inc.

HH. SFBC - South Florida Building Code

II. SHBI - Steel Heating Boiler Institute

JJ. SSPC - Steel Structures Painting Council

KK. TCA - Tile Council of America Inc.

LL. U.L., Inc. - Underwriter's Laboratories, Inc.

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MM. When no reference is made to a code, standard, or specification, the standard specifications of the ASTM, the ANSI, the ASME, the IEEE, or the NEMA shall govern.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

City of Pompano Beach 01 04 50-1 Bid Set

SECTION 01 04 50

CUTTING AND PATCHING

PART 1 GENERAL

1.01 SCOPE OF WORK

A. Provide cutting and patching work to properly complete the work of the project, complying with project requirements for:

1. Structural work.

2. Mechanical/ electrical systems.

3. Visual requirements, including detailing and tolerances.

4. Operational and safety limitations.

5. Inspection.

6. Cleaning.

B. This section includes work required to provide complete, in place, cutting, fitting, and patching of new and existing work.

1. Do not imperil any work by cutting or altering work or any part of it.

2. Do not cut structural or reinforcing steel without the written consent of the

Engineer.

3. Do not cut or alter work of another contractor without the written consent of the

Engineer. All cutting and patching, to be performed without consent of the Engineer will be at no additional cost to the Department.

4. No cutting or chipping of the pre-formed holes or cutting additional holes in the precast concrete walls will be allowed.

5. Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease energy performance, increase maintenance, decrease operational life, or decrease safety performance.

C. Execute cutting (including excavating), fitting or patching of work, required to:

1. Make patches, seams and joints durable and inconspicuous. Comply with tolerances for new work

2. Make the several parts fit properly.

3. Uncover work to provide for the installation of ill-timed work.

4. Remove samples of installed work as specified for testing.

5. Install specified work in existing construction.

6. Remove and replace all work not conforming to the requirements of the Contract Documents.

City of Pompano Beach 01 04 50-2 Bid Set

7. Use cutting tools, not chopping tools. Make neat holes. Minimize damage to adjacent areas

D. In addition to Contract requirements, upon written instructions from the Engineer:

1. Uncover work to provide for Engineer's observation of covered work.

2. Remove samples of installed materials for testing.

3. Consult other trades in advance and make preparations for installation of their work to avoid cutting and patching

1.02 SUBMITTALS DURING CONSTRUCTION

A. Prior to cutting which affects structural integrity or safety, submit written notice to the Engineer and other Contractors, requesting consent to proceed with cutting.

B. Should conditions of work, schedule, indicate change of materials or methods, submit written recommendation to the Engineer, including:

1. Conditions indicating change.

2. Recommendations for alternative materials and/or methods.

3. Submittals as required for substitutions.

4. Submit written notice to the Engineer, designating time work will be uncovered, to provide for observation.

PART 2 PRODUCTS

2.01 SUBMITTALS

A. Materials for replacement of work removed shall comply with applicable sections of these specifications for type of work to be performed. Materials not specified herein shall be replaced as specified in Sub- Section 3.03 of this Section, Restoration.

B. Provide all tools and equipment required to accomplish cutting and patching.

C. Completely remove damaged or deteriorated concrete or other material.

D. Legally dispose of all debris generated by the project. The Contractor shall pay for all loading, hauling, transportation and applicable tipping fees.

PART 3 EXECUTION

3.01 INSPECTION

A. Inspect existing condition of work, including elements subject to movement or damage during cutting, patching, excavating, and backfilling. Inspect conditions affecting installation of new products.

B. Inspect conditions prior to work to identify scope and type of work required. Protect adjacent work. Notify Owner of work requiring interruption to building services or Owner's operations.

City of Pompano Beach 01 04 50-3 Bid Set

C. Inspect for concealed utilities and structure before cutting.

3.02 PERFORMANCE

A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes.

B. All cutting and fitting of masonry, including that required to accommodate the work of the other sections shall be done by masonry mechanics with masonry saws. Work shall be coordinated with other trades to ensure proper placement of bolts, anchor nailing blocks, inserts, window and door frames, vents, conduits, pipes, flashings, etc.

C. Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval.

D. Execute cutting and patching as specified below:

1. The cutting and removal of existing work necessary for modifications and installation of new work shall be made with a minimum of damage to the work that is to remain. Any damage done to existing facilities which are to remain shall be repaired at the Contractor's expense to the satisfaction of the Owner.

2. When removing materials, or portions of existing structures, and when making openings in walls and partitions, the Contractor shall take all precautions and use all necessary barriers and other protective devices so as not to damage the structures beyond the limits necessary for the new work, and not to damage the structures or contents by falling or flying debris. Unless otherwise permitted, line drilling will be required in cutting existing concrete.

3. Surfaces of seals visible in the completed work shall be made to match as nearly as possible the adjacent surfaces.

4. Non shrink grout shall be used for setting wall casting, sleeves, and leveling equipment bases. Doweling anchors into existing concrete and elsewhere as required shall be done with an approved type of epoxy material.

5. Follow other specific instructions for the modification work given in other sections of these specifications and as shown on the Drawings. Should these instructions conflict, the more stringent conditions shall prevail.

E. Restore work which has been cut or removed; install new products to provide completed work in accordance with the requirements of Contract Documents.

F. Execute excavating and backfilling as specified in the appropriate sections of Division 31 – Earthwork.

G. Shearing, punching and cutting shall leave clean, true lines and surfaces. (Hole 1/16" larger than nominal diameter of fastener unless otherwise detailed.)

City of Pompano Beach 01 04 50-4 Bid Set

H. When removing materials, or portions of existing structures, and when making openings in walls and partitions, the Contractor shall take all precautions and use all necessary barriers and other protective devices so as not to damage the structures beyond the limits necessary for the new work, and not to damage the structures or contents by falling or flying debris. Unless otherwise permitted, line drilling will be required in cutting existing concrete.

I. Do cutting, patching, repairing, pointing up stucco work, after other work is in place.

Cut out injured portions, cracks, other defects, repair in satisfactory manner. Point around fixtures, outlet boxes, switches, receptacle boxes, other appliances abutting or extending into stucco. Finishes shall be smooth stucco finish and textured stucco finish as and where indicated on Drawings.

J. Cutting of ductile iron pipe for inserting valves, fittings, etc., shall be done by the Contractor in a neat and skillful manner without damage to the pipe, the lining, or the coating. Pipe shall be cut with a mechanical pipe saw. After cutting the pipe, the plain end shall be filed to remove all sharp edges and burrs.

K. Holes for duct or pipe connections, with a diameter equal to the outside dimension of the connecting duct plus an additional 4-inch, shall be formed in the walls. No cutting or chipping of the pre-formed holes or cutting additional holes in the precast concrete walls will be permitted.

L. Refinish entire surfaces as necessary to provide an even finish:

a. Continuous surfaces: To nearest intersection.

b. Assemblies: Entire refinishing.

3.03 RESTORATION

A. Restore structures and surfaces damaged during the course of this Contract that are to remain in the completed work.

B. Restoration shall be done with new materials and appropriate methods as specified elsewhere in these specifications for new work of similar nature; if not specified, best recommended practice of manufacturer, or appropriate trade association.

C. Restore damaged work in such a way that there is a secure intimate bond or fastening between new and old work. Restored surfaces shall be finished to such planes, shapes, and textures that no transition between new and old work is evident in finished surfaces.

D. Areas of loose or damaged lining associated with field cutting the pipe shall be repaired, if approved by the Engineer, as recommended by the pipe manufacturer.

The damaged area shall be stripped back by chiseling or scraping about 1 to 2 inches into the well-adhered lining before patching.

E. The cutting and removal of existing work necessary for modifications and installation of new work shall be made with a minimum of damage to the work that is to remain.

City of Pompano Beach 01 04 50-5 Bid Set

Any damage done to existing facilities which are to remain shall be repaired at the Contractor's expense to the satisfaction of the Owner.

3.04 CLEANING

A. Remove from site all debris, rubbish, and extra material caused by cutting and patching.

B. Clean work area and areas affected by cutting and patching operations.

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SECTION 01 14 00

CONSTRUCTION SEQUENCING

PART 1 GENERAL

1.01 SITE CONDITIONS

A. Several areas of Work under this contract must be coordinated with the Utilities Treatment Plant Superintendent or Utilities Treatment Plant Operations Manager at the water treatment plant and accomplished in a logical order to maintain the process flow through the plant and to allow work to be completed within the Contract Times. CONTRACTOR shall also coordinate his activities with other contractors working on the site, if any, to allow orderly and timely completion of the Work.

B. When access through construction areas must be disrupted, CONTRACTOR shall provide alternate safe and acceptable access for Plant Operations personnel or other contractors.

C. CONTRACTOR is required to coordinate his activities in the interface or common areas with other contractors and the Plant Operations personnel.

D. Various interconnections within the plant will depend on the closure of various valves. Many of these valves are old, may be difficult to operate, or may not seal properly. CONTRACTOR shall provide timely notification and coordinate with the Utilities Treatment Plant Superintendent or Utilities Treatment Plant Operations Manager prior to requesting any such closure. Only OWNER’s personnel shall operate plant valves.

E. Various interconnections within the plant may require temporary partial power shutdown. CONTRACTOR will make every effort necessary to minimize the shutdown time and will notify and coordinate with the ENGINEER, plant operating personnel, and/or utility authorities at least five (5) working days prior to attempting any such power shutdown. Furthermore, CONTRACTOR will provide any corrective measure or temporary facilities necessary to perform the work at no additional cost to the OWNER and without interrupting the plant operation. The CONTRACTOR shall submit a plan for each anticipated partial power shutdown.

F. Within the Schedule developed in accordance with Section 01 32 16 of the Contract Documents, the CONTRACTOR shall identify all periods of time during which existing facilities shall be taken out of service, either temporarily or permanently.

G. During leak testing and Performance Acceptance Testing, the CONTRACTOR shall make available the staffing, labor, equipment, and manufacturer’s representatives required to make any necessary adjustments and provide OWNER trainings.

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H. Scheduled shutdowns will be made in…