CW_RO1_Chemical_Storage_Supplemental_Specifications.pdf

SECTION IVa – Supplemental Technical Specifications

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

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SECTION IVa

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

Table of Content:

SECTION 01 11 00 SUMMARY OF WORK

PART 1 - GENERAL 1

1.1 WORK COVERED BY CONTRACT DOCUMENTS 1

1.2 CONTRACTOR’S USE OF PREMISES 2

1.3 PROJECT SEQUENCE 2

PART 2 - PRODUCTS (NOT USED 2

PART 3 - EXECUTION (NOT USED) 2

SECTION 01 20 00 MEASUREMENT AND PAYMENT

PART 1 - GENERAL 3

1.1 SUMMARY 3

1.2 PROCEDURES 4

PART 2 - EXECUTION 5

2.1 PAYMENT REQUESTS 5

PART 3 - PAY ITEMS 5

3.1 GENERAL CONDITIONS AND MOBILIZATION (PAY ITEM #1) 6

3.2 PREPARATION OF O&M MANUAL (PAY ITEM #2) 7

3.3 PRE-CONSTRUCTION VIDEO & POST CONSTRUCTION VIDEO (PAY ITEM

#3) 7

3.4 CERTIFIED AS-BUILTS/ RECORD DRAWINGS (PAY ITEM #4) 7

3.5 ULTRASONIC LEVEL SWITCHES (PAY ITEM #5 & 20) 8

3.6 ALARM BEACONS (PAY ITEM #6 & 14) 8

3.7 PREPARATION AND COATING (PAY ITEM #7 & 12) 9

3.8 CONDUIT & SUPPORTS (PAY ITEM #8 & 13) 10

3.9 GRATING & GRATING SUPPORTS (PAY ITEM #9 & 21) 10

3.10 I&C AND SCADA INTEGRATION (PAY ITEM #10 & 23) 11

3.11 DEMOLITION (PAY ITEM #11 & 24) 12

3.12 CHEMICAL PIPING (PAY ITEM #15 & 25) 12

3.13 DOUBLE-WALLED HDPE TANKS (PAY ITEM #16 & 17) 13

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3.14 TRANSFER PUMPS (PAY ITEM #18) 13

3.15 DUPLEX CHEMICAL DOSING SKID (PAY ITEM #19) 14

3.16 TEMPORARY DOSING SYSTEM (PAY ITEM #22 & 26) 15

3.17 INJECTION QUILL (PAY ITEM #27) 15

3.18 INJECTION QUILL ENCLOSURE (PAY ITEM #28) 16

3.19 CONTINGENCY ALLOWANCE (PAY ITEM #29) 16

SECTION 01 25 00 SUBSTITUTION PROCEDURES

PART 1 - GENERAL 18

1.1 REQUESTS FOR REVIEW 18

1.2 SUBSTITUTION AFTER EXECUTION OF AGREEMENT 18

1.3 EQUIVALENT MATERIALS AND EQUIPMENT 19

PART 2 - PRODUCTS (NOT USED) 19

PART 3 - EXECUTION (NOT USED) 19

SECTION 01 29 73 SCHEDULE OF VALUES

PART 1 - GENERAL 20

1.1 DESCRIPTION 20

1.2 FORM AND CONTENT OF SCHEDULE OF VALUES 20

1.3 SUB-SCHEDULE OF UNIT MATERIAL VALUES 21

1.4 REVIEW AND RESUBMITTAL 22

PART 2 - PRODUCTS (NOT USED) 22

PART 3 - EXECUTION (NOT USED) 22

SECTION 01 60 00 PRODUCT REQUIREMENTS

PART 1 - GENERAL 23

1.1 DESCRIPTION 23

1.2 APPROVAL OF MATERIALS 23

1.3 SUBSTITUTIONS AND PRODUCT OPTIONS 24

1.4 MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION 25

1.5 TRANSPORTATION AND HANDLING 26

1.6 STORAGE AND PROTECTION 26

1.7 SPECIAL TOOLS 28

1.8 STORAGE AND HANDLING OF EQUIPMENT ON SITE. 28

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1.9 WARRANTY 29

1.10 SPARE PARTS 29

1.11 GREASE, OIL AND FUEL 30

PART 2 - PRODUCTS (NOT USED) 30

PART 3 - EXECUTION (NOT USED) 30

SECTION 01 71 13 MOBILIZATION

PART 1 - GENERAL 31

1.1 DEFINITION AND SCOPE 31

1.2 DEMOBILIZATION 32

PART 2 - PRODUCTS (NOT USED) 32

PART 3 - EXECUTION (NOT USED) 32

SECTION 01 71 33 PROTECTION OF ADJACENT CONSTRUCTION

PART 1 - GENERAL 33

1.1 GENERAL 33

1.2 EXISTING UTILITIES AND IMPROVEMENTS 33

1.3 LAWN AREAS 35

1.4 NOTIFICATION BY THE CONTRACTOR 35

PART 2 - PRODUCTS (NOT USED) 35

PART 3 - EXECUTION (NOT USED) 35

SECTION 01 74 00 CLEANING AND WASTE MANAGEMENT

PART 1 - GENERAL 36

1.1 DESCRIPTION 36

1.2 DISPOSAL REQUIREMENTS 36

PART 2 - PRODUCTS 36

2.1 MATERIALS 36

PART 3 - EXECUTION 37

3.1 DURING CONSTRUCTION 37

3.2 DUST CONTROL 37

3.3 RESTORATION OF DRIVEWAYS, FENCES, AND SIDEWALKS 37

3.4 INCIDENTAL WORK 38

3.5 FINAL CLEANING 38

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SECTION 01 75 16 STARTUP PROCEDURES

PART 1 - GENERAL 39

1.1 DESCRIPTION 39

PART 2 - PRODUCTS (NOT USED) 39

PART 3 - EXECUTION 39

3.1 PRELIMINARY MATTERS 39

3.2 START-UP 39

3.3 START-UP DEMONSTRATION AND TESTING 40

SECTION 01 77 00 CLOSEOUT PROCEDURES

PART 1 - GENERAL 42

1.1 DESCRIPTION 42

1.2 SUBSTANTIAL COMPLETION 42

1.3 FINAL INSPECTION 44

1.4 REINSPECTION FEES 45

1.5 CONTRACTOR'S CLOSEOUT SUBMITTALS 45

1.6 FINAL ADJUSTMENT OF ACCOUNTS 45

1.7 FINAL APPLICATION FOR PAYMENT 46

PART 2 - PRODUCTS (NOT USED) 46

PART 3 - EXECUTION (NOT USED) 46

SECTION 01 78 39 PROJECT RECORD DOCUMENTS

PART 1 - GENERAL 47

1.1 REQUIREMENTS INCLUDED 47

1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 47

1.3 MARKING DEVICES 48

1.4 RECORDING 48

1.5 SUBMITTAL 49

PART 2 - PRODUCTS (NOT USED) 52

PART 3 - EXECUTION (NOT USED) 52

SECTION 09 96 00 HIGH PERFORMANCE COATINGS

PART 1 - GENERAL 53

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1.1 RELATED DOCUMENTS 53

1.2 SUMMARY 53

1.3 DEFINITIONS 53

1.4 ACTION SUBMITTALS 54

1.5 ONE MANUFACTURER 54

1.6 QUALITY ASSURANCE 54

1.7 DELIVERY, STORAGE, AND HANDLING 56

1.8 FIELD CONDITIONS 56

PART 2 - PRODUCTS 57

2.1 MANUFACTURERS 57

2.2 PROTECTIVE COATINGS, GENERAL 57

2.3 SOURCE QUALITY CONTROL 58

PART 3 - EXECUTION 58

3.1 EXAMINATION 58

3.2 PREPARATION 59

3.3 COATING SCHEDULE 60

3.4 COLOR SCHEDULE 60

3.5 APPLICATION 61

3.6 FIELD QUALITY CONTROL 61

3.7 COATING PERFORMANCE CRITERIA 61

3.8 CLEANING AND PROTECTION 64

SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

PART 1 - GENERAL 65

1.1 RELATED DOCUMENTS 65

1.2 DESCRIPTION 65

1.3 REFERENCED STANDARDS 65

1.4 QUALITY ASSURANCE 66

1.5 DEFINITIONS 67

1.6 REGULATORY REQUIREMENTS 70

1.7 CONTINUITY OF EXISTING SERVICES AND SYSTEMS 70

1.8 TEMPORARY CONSTRUCTION POWER 71

1.9 OMISSIONS 71

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1.10 SUBMITTALS 71

1.11 PROJECT/SITE CONDITIONS 72

1.12 WORK SEQUENCE AND SCHEDULING 72

1.13 WORK BY OTHER TRADES 72

1.14 OPERATING AND MAINTENANCE INSTRUCTIONS 72

1.15 TRAINING 72

1.16 RECORD DRAWINGS 73

PART 2 - PRODUCTS 73

2.1 MANUFACTURERS 73

PART 3 - EXECUTION 73

3.1 WORK INCLUDED 73

3.2 CONCRETE 74

3.3 SITE WORK 74

3.4 BUILDING ACCESS 75

3.5 EQUIPMENT ACCESS 75

3.6 COORDINATION 75

3.7 HOUSEKEEPING AND CLEAN UP 75

SECTION 26 05 19LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS &

CABLES

PART 1 - GENERAL 76

1.1 RELATED DOCUMENTS 76

1.2 SUMMARY 76

1.3 ACTION SUBMITTALS 76

1.4 QUALITY ASSURANCE 76

PART 2 - PRODUCTS 76

2.1 COPPER BUILDING WIRE 76

2.2 CONNECTORS AND SPLICES 77

2.3 SYSTEM DESCRIPTION 77

PART 3 - EXECUTION 77

3.1 CONDUCTOR MATERIAL APPLICATIONS 77

3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE

APPLICATIONS AND WIRING METHODS 78

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3.3 INSTALLATION OF CONDUCTORS AND CABLES 78

3.4 CONNECTIONS 79

3.5 IDENTIFICATION 79

3.6 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL

PENETRATIONS 79

3.7 FIELD QUALITY CONTROL 79

SECTION 26 05 33 RACEWAYS & BOXES FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL 81

1.1 RELATED DOCUMENTS 81

1.2 SUMMARY 81

1.3 ACTION SUBMITTALS 81

1.4 INFORMATIONAL SUBMITTALS 81

PART 2 - PRODUCTS 81

2.1 METAL CONDUITS AND FITTINGS 81

2.2 NONMETALLIC CONDUITS AND FITTINGS 82

2.3 METAL WIREWAYS AND AUXILIARY GUTTERS 82

2.4 BOXES 83

PART 3 - EXECUTION 83

3.1 RACEWAY APPLICATION 83

3.2 INSTALLATION 84

3.3 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL

PENETRATIONS 87

3.4 PROTECTION 87

SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL 88

1.1 RELATED DOCUMENTS 88

1.2 SUMMARY 88

1.3 QUALITY ASSURANCE 88

1.4 COORDINATION 88

1.5 CONDUCTOR IDENTIFICATION MATERIALS 88

1.6 UNDERGROUND-LINE WARNING TAPE 88

1.7 EQUIPMENT IDENTIFICATION LABELS 89

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PART 2 - NOT USED 89

PART 3 - EXECUTION 89

3.1 INSTALLATION 89

3.2 IDENTIFICATION SCHEDULE 89

SECTION 40 24 00 CHEMICAL PIPING

PART 1 - GENERAL 91

1.1 SCOPE OF WORK 91

1.2 QUALIFICATIONS 91

1.3 SUBMITTALS 92

1.4 TOOLS 92

1.5 PERFORMANCE AND DESIGN REQUIREMENTS 92

1.6 DELIVERY, STORAGE, AND HANDLING 93

PART 2 - PRODUCTS 93

2.1 MATERIALS OF CONSTRUCTION 93

2.2 PIPE AND FITTINGS 94

2.3 VALVES & ACTUATORS 96

2.4 PIPE SUPPORTS 98

2.5 ACCESSORIES 98

PART 3 - EXECUTION 98

3.1 GENERAL 98

3.2 INSTALLATION 99

3.3 FIELD TESTING AND PREPARATION FOR SERVICE 100

3.4 PIPE SUPPORTS 100

3.5 FIELD PAINTING 101

SECTION 40 91 23.33 ULTRASONIC LEVEL SWITCHES

PART 1 - GENERAL 102

1.1 SCOPE OF WORK 102

1.2 QUALIFICATIONS 102

1.3 SUBMITTALS 102

1.4 SPECIAL TOOLS AND SPARE PARTS 103

PART 2 - PRODUCTS 103

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2.1 LIQUIDS SERVICE 103

2.2 MANUFACTURER AND MODEL 103

2.3 DESCRIPTION 104

2.4 PERFORMANCE REQUIREMENTS 104

2.5 CONSTRUCTION 104

2.6 ELECTRICAL 104

2.7 PROCESS CONNECTION 105

2.8 ACCESSORIES 105

PART 3 - EXECUTION 105

3.1 GENERAL 105

3.2 INSTALLATION 106

3.3 CONNECTIONS 106

3.4 FIELD QUALITY CONTROL 106

SECTION 43 41 43.02 DOUBLE WALLED POLYETHYLENE TANKS

PART 1 - GENERAL 107

1.1 SCOPE OF WORK 107

1.2 DESCRIPTION OF SYSTEM 107

1.3 QUALIFICATIONS 107

1.4 SUBMITTALS 108

1.5 SPECIAL TOOLS AND SPARE PARTS 108

1.6 REFERENCE STANDARDS 109

PART 2 - PRODUCTS 109

2.1 MANUFACTURERS 109

2.2 CHEMICAL TANKS 110

2.3 STRUCTURAL DESIGN AND SUPPORTS 111

2.4 NOZZLES 111

2.5 INSTRUMENTATION AND ACCESSORIES 112

2.6 LIQUIDS STORED 112

2.7 CORROSION RESISTANT NAMEPLATE 113

PART 3 - EXECUTION 113

3.1 GENERAL 113

3.2 INSTALLATION 113

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3.3 FIELD TESTING AND PREPARATION FOR SERVICE 114

3.4 FLANGE AND PIPING ALIGNMENT 115

SECTION 46 33 42 CHEMICAL PUMPS

PART 1 - GENERAL 116

1.1 SCOPE OF WORK 116

1.2 DESCRIPTION OF SYSTEM 117

1.3 QUALIFICATIONS 117

1.4 SUBMITTALS 118

1.5 SPECIAL TOOLS AND SPARE PARTS 119

1.6 REFERENCE STANDARDS 119

PART 2 - PRODUCTS 120

2.1 CHEMICAL METERING PUMP SKID 120

2.2 CHEMICAL TRANFER PUMPS 121

2.3 CHEMICAL METERING PUMPS 121

2.4 PUMP SKID ACCESSORIES 123

2.5 LIQUIDS PUMPED 124

2.6 CORROSION RESISTANT NAMEPLATE 124

PART 3 - EXECUTION 124

3.1 GENERAL 124

3.2 INSTALLATION 125

3.3 FIELD TESTING AND PREPARATION FOR SERVICE 125

3.4 FLANGE AND PIPING ALIGNMENT 126

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract is for the construction of the City of Clearwater Chemical Storage and Feed System Improvements Project. The work consists of furnishing all labor, equipment, and materials for the construction of the facilities consisting of, but not limited to, the following:

1. Cleaning, preparing, and coating the chemical containment areas.

2. Selective demolition of equipment and items as identified in the contract documents.

3. Furnishing and installing new conduit, level switches, alarm beacons, wiring, grating, supports, and related equipment.

4. Furnishing and installing new double walled storage tanks including factory installed connections, level indication, and tie-down system. Contractor to salvage existing level instrumentation, reinstall on new tanks, and calibrate to the new tanks.

5. Integration of new chemical pumps and level switches into the plant’s SCADA system.

6. Furnishing and installing new chemical piping, valves, fittings, supports, accessories, injection quill and quill enclosure, etc. for complete chemical system.

7. Furnishing and installing temporary systems and facilities as required to complete the work and maintain operations of the water treatment plant.

B. The Contractor shall furnish all labor, equipment, tools, services and incidentals to complete all Work required by these Specifications and as shown on the Drawings.

C. The Contractor shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, SECTION IVa 2 Updated 4/14/2026 Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

replacements and restoration required as a result of damages caused during this construction.

D. All materials, equipment, skills, tools and labor which is reasonably and properly inferable and necessary for the proper completion of the Work in a substantial manner and in compliance with the requirements stated or implied by these Specification or Drawings shall be furnished and installed by the Contractor without additional compensation, whether specifically indicated in the Contract Documents or not.

E. The Contractor shall comply with all City, County, State, Federal, and other codes which are applicable to this Project.

1.2 CONTRACTOR’S USE OF PREMISES

A. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the Owner.

1.3 PROJECT SEQUENCE

A. The Contractor shall establish their work sequence based on the use of crews to facilitate completion of construction and testing within the specified Contract Time.

PART 2 - PRODUCTS (NOT USED

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 11 00

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SECTION 01 20 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. This Section includes administrative and procedural requirements for unit cost and lump sum prices. Delineation of measurement and payment criteria applicable to Work performed under Contract by the unit price payment method.

B. There are numerous incidental items of work that are required to complete the Project. While these items may not be specifically mentioned or illustrated by the Contract Documents and there may be no specific pay items listed for them, the Contractor will be required to perform those incidental tasks that can be anticipated through inspection of the Contract Documents, inspection of the construction areas, and experience in this class of construction.

C. Items considered incidental work shall not be measured for payment or paid for as such unless specified as unit price by items on the Bid Form. These items and their costs shall be included in the unit prices or lump sum bid for the pay items unless bid separately. Incidental items include but are not limited to the following:

1. Permits – if required.

2. Project sign(s) – Up to 2 signs at location(s) directed by the Owner.

3. Material royalties.

4. Temporary utility connections.

5. Coordination with utilities for relocations or support services (including relocations, removal, and replacement of ancillary appurtenances).

6. Clearing and grubbing/tree removal.

7. Stakeout and surveying.

8. Site security.

9. Temporary lighting.

10. Bedding materials as detailed (excluding materials required to replace trench undercutting).

11. Handling, placing, manipulating, and compacting excavated material suitable as backfill material.

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12. Temporary pipe thrust restraint.

13. Maintenance of pipeline operations during pipe shutdowns.

14. Testing materials, equipment, media, and execution.

15. Offsite disposal of surplus and unsuitable excavated material.

16. Offsite disposal of pipe and appurtenances removed to accommodate the proposed pipe.

17. Daily site cleanup.

18. Allaying of dust.

19. Temporary pavement.

20. Site cleanup.

21. Recordkeeping.

22. Documentation of pre and post construction conditions with photographs/video

23. All other items required to complete the project, for which pay items are not provided, will not be measured nor paid for as such, but their cost shall be included in the price for other items of work.

D. The prices included in the Schedule of Prices (Schedule of Values) will be full compensation for all labor, materials, tools, equipment and incidentals, permit fees, bonds, taxes, mobilization/demobilization, insurance, overhead and profit, temporary access roads and facilities, and other miscellaneous costs necessary to complete the construction as shown on the Drawings and/or as specified in the Contract Documents to be performed under this Contract. Actual quantities of each item bid on a unit price basis will be determined upon completion of the construction in the manner set up for each item in this section of the specifications. Payment for all items listed in the Schedule of Prices will constitute full compensation for all work shown and/or specified and required to accomplish the intent of this Contract.

E. The actual amounts of work done, and materials furnished under unit price items may differ from the estimated quantities. In some cases, a unit price item has been added to the bid schedule to establish a cost basis in the event work associated with that item is required. No guarantee is expressed or implied that the quantities shown in the bid schedule shall be required to fulfill the Contract.

F. Retainage and other payment conditions apply to all payments.

1.2 PROCEDURES

A. Rates: The selected Contractor shall provide a listing of all equipment and staff labor rates available for the project and their hourly, daily, and weekly rates prior to the submittal of the first pay application.

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B. List of Unit and Lump Sum Prices: A list of unit and lump sum prices is included at the end of this Section. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, services required and reasonably implied by the Contract Documents, tests and reports, and for performing all work required for each of the unit price items.

C. Pay items in the bid form with a number correspond to the numerical equivalent in the Base Bid and the appropriate pay item descriptions below apply.

PART 2 - EXECUTION

2.1 PAYMENT REQUESTS

A. General

1. No payment shall be made for stored materials.

B. Record Drawings and Photographs

1. Prior to each monthly partial payment request, the Contractor shall furnish the Engineer one set of acceptable Construction Photographs and Working Drawings, including Shop Drawings for equipment, materials, systems, interconnection wiring diagrams, etc., which delineate the work installed prior to that month’s request for payment. All required documents shall be complete and current with regard to the entire project at the closing date of the pay period and shall be full-size color electronic copies in Portable Document Format (PDF). The Contractor shall also submit photos taken up to the closing date of the payment period.

2. Prior to the final payment request, the Contractor shall furnish the Engineer one complete set of all accepted Final As-Built Drawings in PDF format and Other Record Documents. All required documents shall be complete and finalized as of the date of submission.

3. Working Drawings furnished shall be corrected to include any departures from previously accepted Drawings.

PART 3 - PAY ITEMS

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3.1 GENERAL CONDITIONS AND MOBILIZATION (PAY ITEM #1)

Description: The work specified under this Section consists of the preparatory work and operations in mobilizing to begin work on the project, including but not limited to those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site(s), and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities as required by these specifications, special provisions, and state and local laws and regulations, including a preconstruction video of the existing site conditions. Unless there is a separate pay item for Survey and Layout by the Contractor, Mobilization pay item must include the cost of maintaining a drawings contract set with redlines that depict any construction deviations to dimensions, measurements, etc., shown on the drawings. The Contractor must provide one original Record Drawing set (in color) and one (1) additional color copy to the Engineer after construction is completed on 11” x 17” or 24” x 36” paper drawings and in electronic pdf format. The cost of bonds and any required insurance, consideration for indemnification to the City and the Engineer, and any other preconstruction expenses necessary for the start of the work, excluding the cost of construction materials, must also be included in this Section. Pay item for Mobilization must include photographic documentation and a high-definition video (min 1280 x 720 resolution) of the project by the Contractor, prior to construction beginning, for the purpose of documenting existing conditions. The pictures and video must be provided to the City prior to beginning construction. Pay item for Mobilization must also include the submittal of an itemized schedule of values (SOV) for review to the Engineer. The SOV must be approved by the Engineer prior to commencing construction.

Basis of Measurement: The work and incidental costs specified as being covered under this Section shall be paid for at the contract lump sum (LS) price.

Basis of Payment: Payment for General Conditions and Mobilization will be on an incremental basis in accordance with the following (Note: Percent of Original Contract Amount Earned is based on Original Contract Value not including contingency):

Percent of Original Contract Amount

Earned

Allowable Percent of the Lump Sum Price for the Item 10 25 25 50 60 75

100 100

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3.2 PREPARATION OF O&M MANUAL (PAY ITEM #2)

Description: The Contractor shall provide all labor, equipment, and materials necessary to provide an acceptable O&M Manual for the LAS chemical system, leak detection, and caustic injection. The work of “Preparation of O&M Manual” shall include, but may not be limited to:

1. Maintaining approved shop drawings in a safe secure location during the progress of the work and inserting them into the O&M Manual

2. Furnishing binders and dividers

3. Preparation and assembly of the O&M Manual, acceptable to the Engineer

4. Reproduction costs

Basis of Payment: Payment shall be made for lump sum (LS) and will only be made as a single payment for the fully completed O&M Manual after review and acceptance by the Engineer.

3.3 PRE-CONSTRUCTION VIDEO & POST CONSTRUCTION VIDEO (PAY ITEM

#3)

Description: The Contractor shall provide all labor, equipment, and materials necessary to provide Pre-Construction and Post-Construction photos and video for the project area. The work of “Pre-Construction Video & Post Construction Video” shall include, but may not be limited to:

1. Preparation of the video and photos, acceptable to the Engineer

2. All labor, materials, and reproduction costs to complete the videos and submit to the Engineer

Basis of Payment: Payment shall be made for lump sum (LS) and will only be made as a single payment for the fully completed Pre-Construction Video & Post Construction Video after review and acceptance by the Engineer.

3.4 CERTIFIED AS-BUILTS/ RECORD DRAWINGS (PAY ITEM #4)

Description: The Contractor shall provide all labor, equipment, and materials necessary to provide Pre-Construction and Post-Construction photos and video for the project area. The work of “Certified As-Builts/ Record Drawings” shall include, but may not be limited to:

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1. Two (2) copies of as-builts signed & sealed by the Contractor’s surveyor including northings, eastings, and depth of all underground improvements

2. All visible improvements to be detailed as-installed, including materials, locations of fittings and equipment, and all improvements installed

3. Preparation of the as-builts / record drawings, acceptable to the Engineer

4. All labor, materials, and reproduction costs to complete the as-builts / record drawings and submit to the Engineer

Basis of Payment: Payment shall be made for lump sum (LS) and will only be made as a single payment for the fully completed Certified As-Builts/ Record Drawings after review and acceptance by the Engineer.

3.5 ULTRASONIC LEVEL SWITCHES (PAY ITEM #5 & 20)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to install new ultrasonic level switches, in accordance with the project drawings and specifications, complete and acceptable to the Engineer. The work to install “Ultrasonic Level Switches” shall include, but may not be limited to:

1. Furnishing and installing new ultrasonic level switches with wiring, connections, adapters, and all required items to complete installation and termination in the associated control panel,

2. Conduit and integration are included under a separate pay item,

3. All other work and materials needed to completely install the ultrasonic level switches to the satisfaction of the Engineer.

Basis of Measurement: Measurement shall be the number of each (EA) ultrasonic level switch installed and accepted.

Basis of Payment: Payment shall be based upon the unit price per each (EA) ultrasonic level switch installed and approved by the Engineer and shall include all materials, equipment, and labor necessary to perform the installation.

3.6 ALARM BEACONS (PAY ITEM #6 & 14)

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Description: The Contractor shall furnish all labor, equipment, and materials necessary to install new alarm beacons, in accordance with the project drawings and specifications, complete and acceptable to the Engineer. The work to install “Alarm Beacons” shall include, but may not be limited to:

1. Furnishing and installing new alarm beacons with wiring, connections, adapters, and all required items to complete installation and termination in the associated control panel,

2. Integration is included under a separate pay item,

3. All other work and materials needed to completely install the alarm beacons to the satisfaction of the Engineer.

Basis of Measurement: Measurement shall be the number of each (EA) alarm beacons installed and accepted.

Basis of Payment: Payment shall be based upon the unit price per each (EA) ultrasonic level switch installed and approved by the Engineer and shall include all materials, equipment, and labor necessary to perform the installation.

3.7 PREPARATION AND COATING (PAY ITEM #7 & 12)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to prepare containment areas and sumps concrete surfaces and coat with protective coatings in accordance with the requirements of the drawings and specifications. The work of “Preparation and Coating” shall include, but may not be limited to:

1. Cleaning and removing debris, equipment, grating, and other items in the existing chemical containment areas and sumps

2. Preparing and treating concrete surfaces per the specifications and coating manufacturer’s recommendations,

3. Coating the concrete surfaces in accordance with the specifications and coating manufacturer's recommendations,

4. Submittal of color options to the Engineer and City for coating color selection for each area,

5. All other related work and materials needed to complete new coatings as required by the drawings and technical specifications.

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Basis of Measurement: Measurement shall be for lump sum (LS) for each containment area and sump concrete surfaces that have been cleaned, prepared and coated per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) containment area and sump concrete surfaces that have been satisfactorily cleaned, prepared, and coated in conformance with the plans and specifications. Contractor may submit a schedule of values to the Engineer and City for approval breaking down the bid item into sub bid items for payment.

3.8 CONDUIT & SUPPORTS (PAY ITEM #8 & 13)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to install rigid and/or PVC conduit and supports in accordance with the requirements of the drawings and specifications. The work of “Conduit & Supports” shall include, but may not be limited to:

1. Furnishing and installing conduit and supports for installation of power or signal wiring to support the installation of ultrasonic level switches, alarm beacons, dosing pumps, transfer pumps, etc. as necessary to complete work as required by the contract documents,

2. All other related work and materials needed to complete the installation of conduit and supports as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) conduit and supports for each area that have been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) conduit and supports that have been satisfactorily installed and accepted in conformance with the plans and specifications. Contractor may submit a schedule of values to the Engineer and City for approval breaking down the bid item into sub bid items for payment.

3.9 GRATING & GRATING SUPPORTS (PAY ITEM #9 & 21)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to install grating and supports in accordance with the requirements of the drawings and specifications. The work of “Grating / Grating Supports” shall include, but may not be limited to:

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1. Furnishing and installing FRP grating and supports over chemical containment and sump area to complete work as required by the contract documents,

2. All other related work and materials needed to complete the installation of grating and supports as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) grating and supports that have been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) grating and supports that have been satisfactorily installed and accepted in conformance with the plans and specifications.

3.10 I&C AND SCADA INTEGRATION & ELECTRICAL (PAY ITEM #10 & 23)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to integrate materials and equipment into the WTP’s control and SCADA system in accordance with the requirements of the drawings and specifications and in line with the City’s standards. The work of “I&C and SCADA Integration” shall include, but may not be limited to:

1. Integrating the newly installed level switches into the respective control panels

2. Modifying the control program to indicate triggering of the level switch into the

SCADA system and the local beacon light,

3. Updating the controls and SCADA systems to incorporate the new chemical transfer pumps and pump skid for the new LAS system

4. Updating the controls and monitoring system to meet the requirements of the new storage tanks for LAS

5. All conduit, wiring, fixtures, etc. required to complete the work to NEC code and per requirements of the contract documents

6. All other related work and materials needed to complete the Integration as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) I&C and SCADA Integration that have been completed per the drawings and specifications, and per the City’s control system requirements.

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Basis of Payment: Payment shall be made for lump sum (LS) I&C and SCADA Integration that has been satisfactorily completed and accepted in conformance with the plans and specifications.

3.11 DEMOLITION (PAY ITEM #11 & 24)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to demolish tanks, piping, supports, valves, materials and equipment in accordance with the requirements of the drawings and specifications. Removed materials shall become the property of the Contractor and removed from the site unless otherwise noted in the contract documents or unless denoted for salvage by the City. The work of “Demolition” shall include, but may not be limited to:

1. Removal and disposal of remaining chemicals in the storage tank(s)

2. Removal and disposal of existing chemical tanks, piping, valves, supports, etc. in existing ammonia storage and dosing area,

3. Flushing of existing piping, tanks and equipment prior to demolition,

4. Flushing and removal of existing NaOH piping and supports as shown on drawings,

5. All other related work and materials needed to complete the demolition as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) demolition that has been completed per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) demolition that has been satisfactorily completed and accepted in conformance with the plans and specifications.

3.12 CHEMICAL PIPING (PAY ITEM #15 & 25)

Description: The Contractor shall furnish all labor, equipment, and materials necessary to install new PVC chemical piping and PFA chemical tubing, valves, fittings, and supports in accordance with the requirements of the drawings and specifications. The work of “Chemical Piping” shall include, but may not be limited to:

1. Furnishing and installing all chemical piping, tubing, PVC cement, valves, Y-strainers, fittings, connectors, supports, etc. for installation of new chemical piping to complete work as required by the contract documents, SECTION IVa 13 Updated 4/14/2026 Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

2. All labor, connections to other related work, and materials needed to complete the installation of piping as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) chemical piping that has been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) chemical piping that has been satisfactorily installed and accepted in conformance with the plans and specifications.

3.13 DOUBLE-WALLED HDPE TANKS (PAY ITEM #16 & 17)

Description: The Contractor shall provide all labor, equipment, and materials necessary to new double-walled HDPE chemical tanks per the drawings and specifications. The work of “Double-Walled HDPE Tanks” shall include, but may not be limited to:

1. Working with the tank vendor to prepare housekeeping pad surface to ready it for tank installation,

2. Furnishing and installing new double-walled HDPE tanks with factory installed nozzles in the position and orientation as indicated in the contract documents

3. Connecting chemical piping, valves, fill lines, vent, level transmitter, and all other connections as required by the contract documents,

4. Furnishing and installing new anchors and tie-down straps as recommended by the tank vendor,

5. Other related work and materials needed to new double-walled HDPE tanks as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for each (EA) double-walled HDPE tank furnished and installed per the drawings and specifications.

Basis of Payment: Payment shall be made for each (EA) double-walled HDPE tank which has been satisfactorily installed with all supporting connections, piping, valves and fittings and accepted in conformance with the plans and specifications.

3.14 TRANSFER PUMPS (PAY ITEM #18)

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Description: The Contractor shall provide all labor, equipment, and materials necessary to install new chemical transfer pumps per the drawings and specifications. The work of “Transfer Pumps” shall include, but may not be limited to:

1. Furnishing and installing new chemical transfer pumps in the configuration and location shown in the plans and as required in the specifications,

2. Connection of the chemical transfer pumps to the new piping,

3. Connection of the new pumps to the existing power and control system,

4. Y-strainers for transfer pump piping area included under Chemical Piping pay item

5. Other related work and materials needed to install the new chemical transfer pumps as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for each (EA) transfer pump installed per the drawings and specifications.

Basis of Payment: Payment shall be made for each (EA) transfer pump which has been satisfactorily installed and accepted.

3.15 DUPLEX CHEMICAL DOSING SKID (PAY ITEM #19)

Description: The Contractor shall provide all labor, equipment, and materials necessary to install new duplex chemical dosing skid per the drawings and specifications. The work of “Duplex Chemical Dosing Skid” shall include, but may not be limited to:

1. Furnishing and installing new duplex chemical dosing skid in the configuration and location shown in the plans and as required in the specifications,

2. Connection of the duplex chemical dosing skid to the new piping,

3. Connection of the new duplex chemical dosing skid to existing power and control system,

4. Y-strainers for the dosing pump skid(s) are included under Chemical Piping pay item,

5. Other related work and materials needed to install the new duplex chemical dosing skid as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for each (EA) duplex chemical dosing skid installed per the drawings and specifications.

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Basis of Payment: Payment shall be made for each (EA) duplex chemical dosing skid which has been satisfactorily installed and accepted.

3.16 TEMPORARY DOSING SYSTEM (PAY ITEM #22 & 26)

Description: The Contractor shall furnish all labor, piping, tubing, valves, fittings, equipment, and materials necessary to install a temporary dosing system in accordance with the requirements of the drawings and specifications. The work of “Temporary Dosing System” shall include, but may not be limited to:

1. Furnishing and installing all chemical storage, piping, tubing, glue, valves, fittings, connectors, supports, etc. for installation of a temporary dosing system to complete work as required by the contract documents,

2. Furnished temporary system must meet the plant’s storage and dosing rate requirements, and all OSHA standards for safe storage and operation,

3. For caustic injection, temporary dosing may be provided using existing pump system, and Contractor shall provide all temporary piping, valves, tubing, etc.

required to maintain caustic dosing,

4. All labor, connections to other related work, and materials needed to complete the installation of a temporary dosing system as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for lump sum (LS) temporary dosing system that has been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for lump sum (LS) temporary dosing system that has been satisfactorily installed and accepted in conformance with the plans and specifications.

3.17 INJECTION QUILL (PAY ITEM #27)

Description: The Contractor shall provide all labor, equipment, and materials necessary to furnish and install a new injection quill with a saddle onto the existing PVC permeate pipe. The work of “Injection Quill” shall include, but may not be limited to:

1. Furnishing and installing a new injection quill in accordance with the plans and specifications, SECTION IVa 16 Updated 4/14/2026 Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

2. Furnishing and installing required support equipment, including saddle, reducer, fittings, etc.,

3. All other work and materials needed to complete the installation of an injection quill as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for each (EA) injection quill that has been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for each (EA) injection quill which has been satisfactorily installed and accepted.

3.18 INJECTION QUILL ENCLOSURE (PAY ITEM #28)

Description: The Contractor shall provide all labor, equipment, and materials necessary to furnish and install a new injection quill enclosure with a mounting hardware onto the existing PVC permeate pipe. The work of “Injection Quill Enclosure” shall include, but may not be limited to:

1. Furnishing and installing a new injection quill enclosure in accordance with the plans and specifications,

2. Furnishing and installing required support equipment, mounting bolts, hardware, fittings, etc.,

3. All other work and materials needed to complete the installation of an injection quill enclosure as required by the drawings and technical specifications.

Basis of Measurement: Measurement shall be for each (EA) injection quill enclosure that has been installed per the drawings and specifications.

Basis of Payment: Payment shall be made for each (EA) injection quill enclosure which has been satisfactorily installed and accepted.

3.19 CONTINGENCY ALLOWANCE (PAY ITEM #29)

Description: The bid price for the Contingency Allowance shall be the lump sum amount stipulated in the Basis of Bid. Payment shall be made to the Contractor, at the sole discretion of the City, for additional work requested by the City. Contingency work must be approved by the Public Utilities Director in writing. The work covered by this bid item includes unforeseen work not included in other bid items or additional work over and

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above that specified or shown on the plans. The cost of any work to be paid for under the Contingency Allowance shall be agreed upon and approved by the Engineer prior to starting the work. The value of the work shall be determined in accordance with the provisions of the Contract Documents. Only the value of the work directed by the Engineer to be performed as Contingency Work shall be paid for under this bid item. If the Contractor is not directed to perform any work under the Contingency Allowance, or if the value of the work so performed does not equal the full stipulated amount, then the Contractor will only be paid that part of the stipulated amount equal to the value of work approved. If no payment for this bid item, or if only part of the stipulated amount, becomes due the Contractor, the Contractor shall not be entitled to receive additional compensation on account of there being a decreased value of Contingency Allowance work performed.

END OF SECTION 01 20 00

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SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 REQUESTS FOR REVIEW

A. Requests to review substitute items of material and equipment will not be accepted by the Engineer from anyone other than the Contractor. If the Contractor wishes to furnish or use a substitute or equivalent item of material or equipment, the Contractor shall make written application to the Engineer for acceptance, certifying that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equivalent substance to that specified and be suited to the same use and capable of performing the same function as that specified. The application will state whether or not acceptance of the substitute for use in the work will require a change in Drawings or Specifications to adapt the design to the substitute and whether or not incorporation or use of the substitute in connection with the work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified shall be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other Contractors affected by the resulting change, all of which shall be considered by the Engineer in evaluating the proposed substitute. The Engineer may require the Contractor to furnish at the Contractor's expense additional data about the proposed substitute. The Engineer will be the sole judge of acceptability, and no substitute will be ordered or installed without the Engineer's prior written acceptance. The Owner may require the Contractor to furnish at the Contractor's expense, a special performance guarantee or other surety with respect to any substitute.

1.2 SUBSTITUTION AFTER EXECUTION OF AGREEMENT

A. After execution of the Agreement, substitution of materials or equipment supplied by manufacturers…