Osceola_Ave_Bid_Docs_6_22_2026_-_section_IIA.pdf

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Attached to
Osceola Avenue Corridor Improvements
Solicitation number
22-0017-EN
Issued by
Pinellas County, Florida

About this file

This is a Supplemental Instruction to Bidders document issued by the City of Clearwater, Florida Public Works Department for the Osceola Corridor Improvements Project (Contract 22-0017-EN). The project encompasses roadway reconstruction, stormwater improvements, potable water, reclaimed water and sanitary sewer improvements, pedestrian and signal improvements, intelligent transportation systems, landscaping, and related work within the Osceola Avenue corridor, a vital downtown transportation network serving adjacent development projects and major downtown events. Qualified contractors must submit sealed bids in accordance with the complete contract documents, which include Instructions to Bidders (Section II), General Conditions (Section III), Technical Specifications (Section IV), and Contract Documents (Section V). The bidding documents are available on the City's RFP portal at https://www.myclearwater.com/business/rfp, and contractors are solely responsible for ensuring timely submission of their proposals to the City's server by the specified due date and time.

Respondents must submit technical proposals limited to four pages (8" x 11", minimum 10-point font, single-sided), demonstrating their approach to project completion, understanding of design and construction constraints, coordination experience with public involvement and maintenance of traffic, and experience with affected utilities. Minimum qualifications require prime contractors to document three comparable projects completed within Florida during the past five years and provide a minimum of five client references, including at least three public sector projects from the past five years. Staffing qualifications must identify a Construction Project Manager, Construction Superintendent, QC Representative/Company, subcontractors with prequalified work types, and an MOT/Traffic Supervisor. The responsible office location(s) for work execution must be clearly identified in the technical proposal. Contractors must also provide performance and payment bonds, comprehensive insurance coverage, and comply with all regulatory requirements including E-Verify, erosion and sediment control, and various certification requirements regarding scrutinized companies and anti-human trafficking compliance.

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SECTION IIA – SUPPLEMENTAL INSTRUCTION TO BIDDERS

SECTION IIA Page 1 of 2 Updated 7/9/2025

SECTION IIA

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

SUPPLEMENTAL INSTRUCTION TO BIDDERS – SUMMARY (SECTION IIA)

GENERAL

This document provides Section IIA – Supplemental Instructions to Bidders for the Osceola Corridor Improvements Project. These provisions modify and supplement the Instruction To Bidders and establish coordination-driven requirements for project execution.

1. SUBMITTAL REQUIREMENTS

Each Firm being considered for this Project is required to submit a Technical Proposal. The Proposal shall include sufficient information to enable the City to evaluate the Firm's capability to provide the desired services for the Project.

Proposals shall be submitted in accordance with the instructions provided in the RFP package, which is available at: https://www.myclearwater.com/business/rfp.

It is solely the contractor Firm's responsibility to ensure that the City’s server receives the Technical Proposal by the due date and time. Bookmarks linking content within the Technical Proposal are allowed. Bookmarks that provide links to information not included within the content of the Technical Proposal shall not be utilized. No macros will be allowed. All Proposal documents shall be identified with the project name and the City’s project number as defined in the RFP.

The maximum number of pages for the written technical proposal shall be limited to four (4) 8½" x 11" pages with a minimum font size of ten (10), single-sided, typed pages, including text, graphics, tables, charts, and photographs. Double-sided 8½" x 11" sheets will be counted as 2 pages. Larger sheets are prohibited.

The minimum information is to be included:

Section 1: Written Technical Proposal

• Approach and Understanding of the Project:

Present a plan to complete the specified work while following the Supplemental General Conditions as outlined in Section IIIA. The plan should address all significant design and construction issues and constraints, and demonstrate efficient use of manpower, materials, equipment, construction schemes, and techniques to complete the project. Coordination with the City on public involvement, Maintenance of Traffic experience, and affected utilities shall also be discussed in this section.

• Minimum Qualifications:

Respondents shall demonstrate:

A list of three (3) comparable projects as the prime contractor completed within the State of Florida during the past five (5) years.

https://www.myclearwater.com/business/rfp

SECTION IIA – SUPPLEMENTAL INSTRUCTION TO BIDDERS

SECTION IIA Page 2 of 2 Updated 7/9/2025

A minimum of five (5) client references, including at least three (3) public sector projects performed during the past five (5) years.

• Staffing:

Contractor Name & Applicable Prequalification Work Classes Construction Project Manager Construction Superintendent QC Representative/Company Subcontractors Name(s) and Applicable Prequalified Work Types MOT/Traffic Supervisor

• Responsible Office:

Firms being considered for this Project may have more than one office location.

The office assigned responsibility for the work shall be identified in the Technical Proposal. If different elements of the work are done at different locations, those locations shall be listed.

END OF DOCUMENT

Osceola Avenue Corridor Improvements
22-0017-EN
CONTRACT DOCUMENTS & SPECIFICATIONS
Prepared for
Final Design
JUNE/2026 City of Clearwater, Florida
Osceola Avenue Corridor Improvements
(22-0017-EN)
TABLE OF CONTENTS
SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS
SECTION II INSTRUCTIONS TO BIDDERS
SECTION IIA SUPPLEMENTAL INSTRUCTIONS TO BIDDERS
SECTION III GENERAL CONDITIONS
SECTION IIIA SUPPLEMENTAL GENERAL CONDITIONS
SECTION IV TECHNICAL SPECIFICATIONS
SECTION IVA SUPPLEMENTAL TECHNICAL SPECIFICATIONS
SECTION V CONTRACT DOCUMENTS
APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION
SectionI - 2025_0709.pdf
INVITATION TO BID NOTICE TO CONTRACTORS
SectionII - 2025_0709.pdf
SECTION II
INSTRUCTIONS TO BIDDERS
1. COPIES OF BIDDING DOCUMENTS
2. QUALIFICATION OF BIDDERS
3. EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4. INTERPRETATIONS AND ADDENDA
5. BID SECURITY OR BID BOND
6. CONTRACT TIME
7. LIQUIDATED DAMAGES
8. SUBSTITUTE MATERIAL AND EQUIPMENT
9. SUBCONTRACTORS
10. BID/PROPOSAL FORM
11. SUBMISSION OF BIDS
12. MODIFICATION AND WITHDRAWAL OF BIDS
13. REJECTION OF BIDS
14. DISQUALIFICATION OF BIDDER
15. OPENING OF BIDS
16. LICENSES, PERMITS, ROYALTY FEES AND TAXES
17. IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE
18. AWARD OF CONTRACT
19. BID PROTEST
20. TRENCH SAFETY ACT
21. CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES
SectionIII - 2025_0709.pdf
1. DEFINITIONS
2. PRELIMINARY MATTERS
2.1. DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE
2.2. COPIES OF DOCUMENTS
2.3. COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED, STARTING THE PROJECT
2.4. BEFORE STARTING CONSTRUCTION
2.5. PRECONSTRUCTION CONFERENCE
2.6. PROGRESS MEETINGS
3. CONTRACT DOCUMENTS, INTENT
3.1. INTENT
3.2. REPORTING AND RESOLVING DISCREPANCIES
4. AVAILABILITY OF LANDS, SUBSURFACE AND PHYSICAL CONDITIONS, REFERENCE POINTS
4.1. AVAILABILITY OF LANDS
4.2. INVESTIGATIONS AND REPORTS
4.3. PHYSICAL CONDITIONS, UNDERGROUND FACILITIES
4.4. REFERENCE POINTS
5. BONDS AND INSURANCE
5.1. PERFORMANCE AND PAYMENT BOND/CONTRACT BOND
5.2. INSURANCE REQUIREMENTS
5.2.1. COMMERCIAL GENERAL LIABILITY INSURANCE
5.2.2. COMMERCIAL AUTOMOBILE LIABILITY INSURANCE
5.2.3. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE
5.2.4. PROFESSIONAL LIABILITY/MALPRACTICE/ERRORS OR OMISSIONS INSURANCE
5.2.5. CONTRACTOR’S EQUIPMENT/INLAND MARINE/PROPERTY INSURANCE
5.2.6. BUILDER’S RISK INSURANCE
5.3. OTHER INSURANCE PROVISIONS
5.4. WAIVER OF RIGHTS
6. CONTRACTOR’S RESPONSIBILITIES
6.1. SUPERVISION AND SUPERINTENDENCE
6.2. LABOR, MATERIALS AND EQUIPMENT
6.3. SUBSTITUTES AND "OR EQUAL" ITEMS
6.4. SUBCONTRACTORS, SUPPLIERS AND OTHERS
6.5. USE OF PREMISES
6.5.1. STAGING AREAS
6.5.2. RESTORATION TIME LIMITS
6.6. LICENSE AND PATENT FEES, ROYALTIES AND TAXES
6.7. LAWS AND REGULATIONS
6.7.1. E-VERIFY
6.8. PERMITS
6.9. SAFETY AND PROTECTION
6.10. EMERGENCIES
6.11. DRAWINGS
6.11.1. SHOP DRAWINGS, SAMPLES, RFIs, AND SUBMITTAL REVIEW
6.11.2. AS-BUILT DRAWINGS
6.11.2.1. General
6.11.2.2. Sanitary and Storm Sewer Piping Systems
6.11.2.3. Pressure Pipe construction (Water, Reclaimed Water, Force Main)
6.11.2.4. Electrical and Control Wiring
6.11.2.5. Horizontal and Vertical Control
6.11.2.6. Standards
6.11.2.7. Other
6.11.3. CAD STANDARDS
6.11.3.1. Layer Naming
6.11.3.1.1. Prefixes and Suffixes
6.11.3.1.2. Layer Naming Definitions:
6.11.3.2. Layer Properties
6.11.3.3. Text Styles

6.11.4. DELIVERABLES

6.12. CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE
6.13. CONTINUING THE WORK
6.14. INDEMNIFICATION
6.15. CHANGES IN COMPANY CONTACT INFORMATION
6.16. PUBLIC RECORDS
7. OTHER WORK
7.1. RELATED WORK AT SITE
7.2. COORDINATION
8. OWNER’S RESPONSIBILITY
9. OWNER REPRESENTATIVE’S STATUS DURING CONSTRUCTION
9.1. OWNER’S REPRESENTATIVE
9.2. CLARIFICATIONS AND INTERPRETATIONS
9.3. REJECTING OF DEFECTIVE WORK
9.4. SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS
9.5. DECISIONS ON DISPUTES
9.6. LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES
10. CHANGES IN THE WORK
11. CHANGES IN THE CONTRACT PRICE
11.1. CHANGES IN THE CONTRACT PRICE
11.2. ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT
11.3. UNIT PRICE WORK
12. CHANGES IN CONTRACT TIME
13. TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK
13.1. TESTS AND INSPECTION
13.2. UNCOVERING THE WORK
13.3. OWNER’S REPRESENTATIVE MAY STOP THE WORK
13.4. CORRECTION OR REMOVAL OF DEFECTIVE WORK
13.5. WARRANTY/CORRECTION PERIOD
13.6. ACCEPTANCE OF DEFECTIVE WORK
13.7. OWNER MAY CORRECT DEFECTIVE WORK
14. PAYMENTS TO CONTRACTOR AND COMPLETION
14.1. APPLICATION FOR PROGRESS PAYMENT
14.2. CONTRACTOR'S WARRANTY OF TITLE
14.3. REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS
14.4. PARTIAL UTILIZATION
14.5. FINAL INSPECTION
14.6. FINAL APPLICATION FOR PAYMENT
14.7. FINAL PAYMENT AND ACCEPTANCE
14.8. WAIVER OF CLAIMS
15. SUSPENSION OF WORK AND TERMINATION
15.1. OWNER MAY SUSPEND THE WORK
15.2. OWNER MAY TERMINATE
15.3. CONTRACTOR MAY STOP WORK OR TERMINATE
16. DISPUTE RESOLUTION
17. MISCELLANEOUS
17.1. SUBMITTAL AND DOCUMENT FORMS
17.2. GIVING NOTICE
17.3. NOTICE OF CLAIM
17.4. PROFESSIONAL FEES AND COURT COSTS INCLUDED
17.5. ASSIGNMENT OF CONTRACT
17.6. RENEWAL OPTION
17.7. ROLL-OFF CONTAINERS AND/OR DUMPSTERS
18. ORDER AND LOCATION OF THE WORK
19. MATERIAL USED
20. CONFLICT BETWEEN PLANS AND SPECIFICATIONS
21. OWNER DIRECT PURCHASE (ODP)
21.1. SALES TAX SAVINGS
21.2. TITLE AND OWNER RISK
21.3. CONTRACTOR’S RECEIPT OF MATERIALS
21.4. ODP RECORDS, WARRANTIES, AND INDEMNIFICATION
22. RESIDENT NOTIFICATION OF START OF CONSTRUCTION
22.1. GENERAL
22.2. EXAMPLE
23. PROJECT INFORMATION SIGNS
23.1. SCOPE AND PURPOSE
23.2. PROJECT SIGN, FIXED OR PORTABLE
23.3. FIXED SIGN
23.4. PORTABLE SIGNS
23.5. SIGN COLORING
23.6. SIGN PLACEMENT
23.7. SIGN MAINTENANCE
23.8. TYPICAL PROJECT SIGN
24. AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE
25. SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM AND ISRAEL CERTIFICATION FORM
section-iv_6_11_2026.pdf
100 SERIES: GENERAL
101. SCOPE OF WORK
102. FIELD ENGINEERING
102-1. LINE AND GRADE PERFORMED BY THE CONTRACTOR
102-1.1. GRADES, LINES AND LEVELS
102-1.2. LAYOUT DATA

102-2. LINE AND GRADE PERFORMED BY THE CITY

103. DEFINITION OF TERMS
103-1. REFERENCE STANDARDS
104. STREET CROSSINGS, ETC.
105. AUDIO/VIDEO RECORDING OF WORK AREAS
105-1. CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING
105-2. SCHEDULING OF AUDIO/VIDEO RECORDING
105-3. PROFESSIONAL VIDEOGRAPHERS
105-4. EQUIPMENT
105-5. RECORDED AUDIO INFORMATION
105-6. RECORDED VIDEO INFORMATION
105-7. VIEWER ORIENTATION
105-8. LIGHTING
105-9. SPEED OF TRAVEL
105-10. VIDEO LOG/INDEX
105-11. AREA OF COVERAGE
105-12. COSTS OF VIDEO SERVICES
106. STREET SIGNS
107. WORK ZONE TRAFFIC CONTROL
107-1. CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL
107-2. WORK ZONE TRAFFIC CONTROL PLAN
107-2.1. WORK ZONE SAFETY
107-3. ROADWAY CLOSURE GUIDELINES
107-3.1. ALL ROADWAYS
107-3.1.1. PUBLIC NOTIFICATION
107-3.2. MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS
107-3.2.1. PUBLIC NOTIFICATION
107-3.3. MAJOR ARTERIALS, MINOR ARTERIALS
107-3.3.1. PUBLIC NOTIFICATION
107-3.4. MAJOR ARTERIALS
107-3.4.1. PUBLIC NOTIFICATION
107-4. APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN
107-5. INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION
107-6. PAYMENT FOR WORK ZONE TRAFFIC CONTROL
107-7. CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR
108. OVERHEAD ELECTRIC LINE CLEARANCE
108-1. CLEARANCE OPTIONS
108-2. REQUIRED MINIMUM CLEARANCE DISTANCES
200 SERIES: SITEWORK
201. EXCAVATION FOR UNDERGROUND INFRASTRUCTURE WORK
201-1. EXCAVATION, BACKFILLING, AND COMPACTION FOR UNDERGROUND INFRASTRUCTURE
201-1.1. GENERAL
201-1.2. MATERIALS
201-1.3. CLEARING AND GRUBBING
201-1.3.1. GENERAL
201-1.3.2. CLEARING AND GRUBBING OPERATIONS
201-1.3.3. DISPOSAL OF DEBRIS MATERIAL
201-1.3.4. PRESERVATION OF TREES AND SHRUBBERY
201-1.3.5. PRESERVATION OF DEVELOPED PRIVATE PROPERTY
201-1.3.6. PRESERVATION OF PUBLIC PROPERTY
201-1.4. EXCAVATION PROTECTION
201-1.4.1. SHEETING AND BRACING
201-1.5. EXCAVATING FOR UTILITY STRUCTURES
201-1.6. TRENCH EXCAVATION FOR UTILITY PIPELINES
201-1.6.1. TRENCH EXCAVATION FOR PIPE LAYING - GENERAL
201-1.6.2. LIMITED TRENCH WIDTHS
201-1.6.3. MECHANICAL EXCAVATION
201-1.6.4. PAVEMENT CUTTING
201-1.6.5. ARTIFICIAL FOUNDATIONS IN TRENCHES
201-1.6.6. BELL HOLES
201-1.7. UNDERCUT OF EXCAVATIONS
201-1.8. STABILIZATION OF EXCAVATIONS
201-1.9. BACKFILL AND COMPACTION
201-1.9.1. MATERIALS
201-1.9.2. BACKFILL PLACEMENT AND COMPACTION
201-1.9.3. STRUCTURE FOUNDATION PREPARATION
201-1.10. DRAINAGE FROM EXCAVATIONS
201-1.11. FINAL GRADING
201-1.12. EXCESS EXCAVATED MATERIAL
201-1.13. SETTLEMENT
202. OBSTRUCTIONS
203. DEWATERING
203-1. GENERAL
203-1.1. Definition of Terms for Dewatering System
203-2. OBSERVATION WELLS
203-3. PUMPING AND DRAINAGE - GENERAL
203-3.1. DEWATERING EQUIPMENT
203-3.2. DEWATERING CONSIDERATIONS
203-3.3. DISPOSAL OF PUMPED WATER
203-3.4. GROUNDWATER TREATMENT (IF REQUIRED)

203-4. PERMIT REQUIREMENTS

204. UNSUITABLE MATERIAL REMOVAL
204-1. BASIS OF MEASUREMENT
204-2. BASIS OF PAYMENT
205. UTILITY TIE IN LOCATION MARKING
206. CLEARING AND GRUBBING
206-1. BASIS OF MEASUREMENT
206-2. BASIS OF PAYMENT
207. EROSION AND SEDIMENT CONTROL
207-1. GENERAL
207-2. TRAINING OF PERSONNEL
207-3. STABILIZATION OF DENUDED AREAS
207-4. PROTECTION AND STABILIZATION OF SOIL STOCKPILES
207-5. PROTECTION OF EXISTING STORM SEWER SYSTEMS
207-6. SWALES, DITCHES AND CHANNELS
207-7. UNDERGROUND UTILITY CONSTRUCTION
207-8. MAINTENANCE
207-9. COMPLIANCE
208. CONSTRUCTION AND REPAIR OF SEAWALLS AND OTHER BEACH EROSION CONTROL STRUCTURES
208-1. EXISTING SEAWALLS AND REVETMENTS
208-2. TOP OF CAP ELEVATION
208-3. SEAWALLS AND REVETMENTS LOCATED SEAWARD OF THE CCL
208-4. PLACEMENT OF NEW SEAWALL
208-5. POST CONSTRUCTION SURVEY
208-6. RIP-RAP
208-7. RETAINING WALL IN LIEU OF VERTICAL SEAWALL
209. MAINTENANCE OF OPERATIONS
209-1. GENERAL
209-2. EXECUTION
209-3. BASIS OF MEASUREMENT
210. DETECTION OF FACILITIES
211. RELOCATIONS
211-1. RELOCATION SHOWN ON DRAWINGS
211-2. RELOCATIONS NOT SHOWN ON DRAWINGS
212. RESTORATION PROCEDURES
212-1. INTERIM RESTORATION
212-2. FINAL RESTORATION
300 SERIES: MATERIALS
301. CONCRETE
302. EXCAVATION AND FORMS FOR CONCRETE WORK
302-1. EXCAVATION
302-2. FORMS
303. REINFORCEMENT
303-1. BASIS OF PAYMENT
304. BACKFILL
304-1. MATERIALS AND GENERAL
304-2. TESTING AND INSPECTION
305. RIPRAP
305-1. BASIS OF MEASUREMENT
305-2. BASIS OF PAYMENT
306. FLOWABLE FILL
307. MATERIAL INDEPENDENT TESTING
400 SERIES: SANITARY SEWER
401. SANITARY MANHOLES
401-1. BUILT UP TYPE
401-2. PRECAST TYPE
401-2.1. MANHOLE ADJUSTMENT RINGS (GRADE RINGS)
401-2.2. STAINLESS STEEL MANHOLE STORM WATER INFLOW ABATEMENT INSERTS (DISH/PAN)
401-2.2.1. MATERIALS AND DESIGN
401-2.2.2. MEASUREMENT AND PAYMENT
401-3. DROP MANHOLES
401-4. FRAMES AND COVERS
401-5. MANHOLE COATINGS
401-6. CONNECTIONS TO MANHOLES
401-7. MEASUREMENT AND PAYMENT
402. RAISING OR LOWERING OF SANITARY SEWER STRUCTURES
402-1. BASIS OF PAYMENT
403. SANITARY SEWERS AND FORCE MAINS
403-1. MATERIALS
403-1.1. GRAVITY SEWER PIPE
403-1.2. FORCE MAIN PIPE
403-2. INSTALLATION
403-2.1. GRAVITY SEWER PIPE
403-2.2. FORCE MAIN PIPE
403-3. INSPECTIONS OF LINES AND MANHOLES
403-4. TESTING
403-4.1. TESTING OF GRAVITY SEWERS
403-4.2. TESTING OF FORCE MAINS
403-5. BASIS OF PAYMENT
403-5.1. GRAVITY SEWER PIPE
403-5.2. FORCE MAIN PIPE PAYMENT
404. CURED-IN-PLACE PIPE SANITARY SEWER REHABILITATION
404-1. GENERAL
404-2. MEASUREMENT & PAYMENT
404-3. SUBMITTALS
404-4. CURED-IN-PLACE PIPE (CIPP) FOR GRAVITY SEWER MAINS
404-4.1. LINER MATERIAL
404-4.2. CHEMICAL JOINT, CRACK AND ANNULAR SPACE SEALING MATERIALS FOR ACTIVE LEAKS AND SERVICE LATERAL CONNECTIONS
404-4.3. MANHOLE CONNECTIONS
404-4.4. INSTALLATION AND EXECUTION
404-4.4.1. CLEANING/SURFACE PREPARATION
404-4.4.2. TELEVISION INSPECTION
404-4.4.2.1. IMAGE (PHOTOS) CAPTURE FORMAT AND REQUIREMENTS
404-4.4.2.2. DIGITAL VIDEO FORMAT AND REQUIREMENTS
404-4.4.2.3. SYNCHRONIZATION
404-4.4.3. LINER INSTALLATION
404-4.4.4. LATERAL RECONNECTION
404-4.4.5. TIME OF CONSTRUCTION
404-4.4.6. TESTING AND ACCEPTANCE
404-4.4.7. CLEANUP
404-5. CURED-IN-PLACE PIPE (CIPP) FOR SERVICE LATERALS
404-5.1. LINER MATERIAL
404-5.2. EPOXY RESIN MATERIAL
404-5.3. INSTALLATION AND EXECUTION
404-5.3.1. PRE-LINING INSPECTION
404-5.3.2. LATERAL PREPARATION
404-5.3.3. LINER INSTALLATION
404-5.3.4. TESTING AND ACCEPTANCE
405. SANITARY MANHOLE LINER RESTORATION
405-1. SCOPE AND INTENT
405-2. MEASUREMENT & PAYMENT
405-2.1. MANHOLE LINERS/COATING
405-2.2. REPLACE FRAME & COVER
405-2.3. REBUILD BENCH & CHANNEL/TROUGH
405-2.4. RESET/ADJUST MANHOLE FRAME & COVER
405-2.5. SEAL MANHOLE FRAME TO CORBEL CONNECTION WITH POLYUREA MATERIAL
405-3. CEMENTITIOUS COATING SYSTEM
405-3.1. SUBMITTALS
405-3.2. MATERIALS
405-3.2.1. PATCHING MIX
405-3.2.2. INFILTRATION CONTROL
405-3.2.3. GROUTING MIX
405-3.2.4. COATING MIX
405-3.2.5. WATER
405-3.2.6. OTHER MATERIALS
405-3.3. APPLICATION EQUIPMENT
405-3.4. INSTALLATION AND EXECUTION
405-3.4.1. PREPARATION
405-3.4.2. MIXING
405-3.4.3. SPRAYING
405-3.4.4. PREPARATION OF SAMPLES
405-3.4.5. CURING

405-3.5. TESTING AND ACCEPTANCE

405-4. RAVEN 405 EPOXY COATING SYSTEM
405-4.1. SUBMITTALS
405-4.2. MATERIALS
405-4.2.1. PATCHING MIX
405-4.2.2. INFILTRATION CONTROL
405-4.2.3. GROUTING MIX
405-4.2.4. COATING MATERIAL
405-4.2.5. OTHER MATERIALS
405-4.3. INSTALLATION AND EXECUTION
405-4.3.1. PREPARATION
405-4.3.2. APPLICATION

405-4.4. TESTING & ACCEPTANCE

405-5. SPRAYWALL POLYURETHANE COATING SYSTEM
405-5.1. SUBMITTALS
405-5.2. MATERIALS
405-5.2.1. PATCHING MIX
405-5.2.2. INFILTRATION CONTROL
405-5.2.3. GROUTING MIX
405-5.2.4. COATING MATERIAL
405-5.2.5. OTHER MATERIALS
405-5.3. INSTALLATION AND EXECUTION
405-5.3.1. PREPARATION
405-5.3.2. APPLICATION

405-5.4. TESTING & ACCEPTANCE

405-6. INTERNAL MANHOLE CORBEL SEALING SYSTEM
405-6.1. SUBMITTALS
405-6.2. MATERIALS
405-6.2.1. PATCHING MIX
405-6.2.2. INFILTRATION CONTROL
405-6.2.3. COATING MATERIAL
405-6.3. INSTALLATION AND EXECUTION
405-6.3.1. PREPARATION
405-6.3.2. APPLICATION
405-6.3.3. TESTING & ACCEPTANCE
406. SMOKE AND DYE TESTING
406-1. GENERAL PROTOCOL
406-2. REPORTING
406-3. DYE INVESTIGATION
406-3.1. DYE WATER TRACING
406-3.2. DYE WATER FLOODING
406-4. MEASUREMENT AND PAYMENT
406-5. BASIS OF PAYMENT
500 SERIES: POTABLE AND RECLAIMED WATER MAINS, FIRE LINES AND APPURTENANCES
501. SCOPE
502. MATERIALS
502-1. GENERAL
502-2. PIPE MATERIALS AND FITTINGS
502-2.1. DUCTILE IRON PIPE
502-2.1.1. MANUFACTURED RESTRAINED JOINTS FOR DUCTILE IRON PIPE
502-2.1.2. ALTERNATE MECHANICALLY RESTRAINED JOINTS FOR DI PIPE
502-2.1.2.1. Restraints for Ductile Iron Pipe with Mechanical Joint Fittings
502-2.1.2.2. Restraints for Ductile Iron Pipe with Push-on Joints
502-2.1.3. Ductile Iron Pipe Installed with Steel Casings
502-2.1.4. POLYETHYLENE ENCASEMENT FOR BURIED DUCTILE IRON PIPE
502-2.2. POLYVINYL CHLORIDE (PVC) PIPE
502-2.2.1. RESTRAINED JOINT PVC PIPE (DIRECTIONAL BORE)
502-2.3. HIGH DENSITY POLYETHYLENE (HDPE) PIPE
502-2.3.1. MECHANICAL JOINT ADAPTERS (MJ ADPATERS)
502-2.3.2. BUTT FUSION PROCESS AND INSTALLATION
502-2.4. PIPING IDENTIFICATION SYSTEM
502-2.4.1. EXTERIOR MARKINGS FOR BURIED PIPE
502-2.4.2. LOCATION DETECTION WIRE:
502-2.4.3. WARNING TAPE:

502-2.5. RESTRAINED JOINT COUPLINGS

502-3. GATE VALVES
502-4. VALVE BOXES
502-5. HYDRANTS
502-6. SERVICE SADDLES/ POLYETHYLENE SERVICE LINES
502-7. BACKFLOW PREVENTERS
502-8. TAPPING SLEEVES AND LINESTOPS
502-9. LINE STOPPING ASSEMBLIES
502-10. BLOW OFF HYDRANTS
503. CONSTRUCTION
503-1. MATERIAL HANDLING
503-2. PIPE LAYING
503-2.1. INSPECTION PRIOR TO INSTALLATION
503-2.2. GENERAL INSTALLATION REQUIREMENTS
503-2.3. INSTALLATION OF DUCTILE IRON PIPE
503-2.4. INSTALLATION OF POLYVINYL CHLORIDE (PVC) PIPE
503-2.5. DIRECTIONAL BORING INSTALLATION
503-2.5.1. GENERAL REQUIREMENTS
503-2.5.2. SUBMITTALS
503-2.5.3. QUALITY ASSURANCE AND COORDINATION OF WORK
503-2.5.4. HDD PIPE PRODUCTS
503-2.5.5. GENERAL HDD INSTALLATION CONSIDERATION
503-2.5.6. HDD DRILLING EQUIPMENT AND DRILLING FLUID
503-2.5.7. PREPARATION AND MOBILIZATION FOR HDD OPERATIONS
503-2.5.8. ENVIRONMENTAL REQUIREMENTS
503-2.5.9. DRILLING OPERATIONS
503-2.5.10. HDD INSTALLATION
503-2.5.11. DRILLING MUD AND CUTTINGS
503-2.5.12. REAMING AND PULLBACK
503-2.5.13. PIPELINE PROTECTION
503-2.5.14. PIPELINE CLEANING
503-2.5.15. PIPELINE TESTING
503-2.5.16. DISINFECTION FOR HDD POTABLE WATER PIPELINES
503-2.5.17. CITY ACCEPTANCE
503-2.5.18. REPAIR
503-2.5.19. CLEANUP AND REPAIR
503-3. SETTING OF VALVES, HYDRANTS AND FITTINGS
503-3.1. GENERAL
503-3.2. Fittings
503-3.3. VALVES
503-3.4. FIRE HYDRANTS
503-3.5. ANCHORAGE

503-4. CONNECTIONS TO EXISTING POTABLE WATER OR RECLAIMED WATER LINES

504. PIPELINE CLEANING
504-1. PIPELINE PIGGING
504-2. FINAL PIPELINE FLUSHING
505. TESTS
505-1. HYDROSTATIC PIPELINE TESTING
505-2. NOTICE OF TEST
506. DISINFECTION AND TESTING
506-1. DISINFECTION MATERIALS
506-2. FLUSHING SYSTEM
506-3. FINAL DISINFECTION PROCEDURE FOR POTABLE WATER MAINS
506-4. FLUSHING AND RESIDUAL CHLORINE TESTS
506-5. BACTERIALOGICAL TESTS
507. CORRECTION OF NON-CONFORMING WORK
508. OBTAINING WATER FOR FLUSHING AND TESTING
509. MEASUREMENT AND PAYMENT
509-1. GENERAL
509-2. FURNISH AND INSTALL WATER MAINS
509-2.1. MEASUREMENT
509-2.2. PAYMENT
509-3. FURNISH AND INSTALL FITTINGS
509-3.1. MEASUREMENT
509-3.2. PAYMENT
509-4. FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS
509-4.1. MEASUREMENT
509-4.2. PAYMENT
509-5. FURNISH AND INSTALL FIRE HYDRANTS
509-5.1. MEASUREMENT
509-5.2. PAYMENT
600 SERIES: STORMWATER
601. RAISING OR LOWERING OF STORM DRAINAGE STRUCTURES
601-1. BASIS OF PAYMENT
602. UNDERDRAINS
602-1. BASIS OF MEASUREMENT
602-2. BASIS OF PAYMENT
603. STORM SEWERS
603-1. TESTING AND INSPECTION
603-2. BASIS OF PAYMENT
604. STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES
604-1. BUILT UP TYPE STRUCTURES
604-2. PRECAST TYPE
604-3. BASIS OF PAYMENT
605. GABIONS AND MATTRESSES
605-1. MATERIAL
605-1.1. PVC COATED WIRE MESH GABIONS & MATTRESSES
605-1.1.1. GABION & MATTRESS BASKETS
605-1.1.2. PVC (POLYVINYL CHLORIDE) COATING
605-1.1.3. GABION AND MATTRESS FILLER MATERIAL
605-1.1.4. GEOTEXTILE FABRIC

605-2. PERFORMANCE

700 SERIES: STREETS AND SIDEWALKS
701. RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT
702. ROADWAY BASE AND SUBGRADE
702-1. BASE
702-1.1. BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE
702-1.2. BASIS OF PAYMENT FOR BASE AND REWORKED BASE
702-2. SUBGRADE
702-2.1. BASIS OF MEASUREMENT
702-2.2. BASIS OF PAYMENT
703. ASPHALTIC CONCRETE MATERIALS
703-1. ASPHALTIC CONCRETE
703-1.1. AGGREGATE
703-1.2. BITUMINOUS MATERIALS
703-2. HOT BITUMINOUS MIXTURES – PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE
703-3. ASPHALT MIX DESIGNS AND TYPES
703-4. ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS
703-5. GENERAL CONSTRUCTION REQUIREMENTS
703-6. CRACKS AND POTHOLE PREPARATION
703-6.1. CRACKS
703-6.2. POTHOLES
703-7. ADJUSTMENT OF MANHOLES AND APPURTANENCES
703-8. ADDITIONAL ASPHALT REQUIREMENTS
703-9. BASIS OF MEASUREMENT
703-10. BASIS OF PAYMENT
704. ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT
705. ASPHALT DRIVEWAYS
705-1. BASIS OF MEASUREMENT
705-2. BASIS OF PAYMENT
706. CONCRETE CURBS
706-1. BASIS OF MEASUREMENT
706-2. BASIS OF PAYMENT
707. CONCRETE SIDEWALKS AND DRIVEWAYS
707-1. CONCRETE SIDEWALKS
707-2. CONCRETE DRIVEWAYS
707-3. CONCRETE CURB RAMPS
707-4. BASIS OF MEASUREMENT
707-5. BASIS OF PAYMENT
708. MILLING OPERATIONS
708-1. EQUIPMENT, CONSTRUCTION & MILLED SURFACE
708-2. ADDITIONAL MILLING REQUIREMENTS
708-3. SALVAGEABLE MATERIALS
708-4. DISPOSABLE MATERIALS
708-5. ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES
708-6. ADJUSTMENT OF UTILITY MANHOLES
708-7. TYPES OF MILLING
708-8. MILLING OF INTERSECTIONS
708-9. BASIS OF MEASUREMENT
708-10. BASIS OF PAYMENT
800 SERIES: TRAFFIC SIGNALS, SIGNS AND MARKINGS
801. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS
801-1. BASIS OF MEASUREMENT AND PAYMENT
802. SIGNING AND MARKING
802-1. BASIS OF MEASUREMENT AND PAYMENT
803. ROADWAY LIGHTING
803-1. BASIS OF MEASUREMENT AND PAYMENT
900 SERIES: LANDSCAPING/RESTORATION
901. WORK IN EASEMENTS OR PARKWAYS
902. GENERAL PLANTING SPECIFICATIONS
902-1. IRRIGATION
902-1.1. DESCRIPTION
902-1.1.1. QUALITY ASSURANCE
902-1.1.2. PROJECT CONDITIONS
902-1.1.3. WARRANTY
902-1.2. PRODUCTS
902-1.2.1. GENERAL
902-1.2.2. PIPING
902-1.2.3. PIPE FITTINGS
902-1.2.4. PVC PIPE CEMENT AND PRIMER
902-1.2.5. THREADED CONNECTIONS
902-1.2.6. GATE VALVES
902-1.2.6.1. MANUAL GATE VALVES TWO INCHES (2”) AND SMALLER
902-1.2.6.2. GATE VALVES TWO AND A HALF INCHES (2½”) AND LARGER
902-1.2.7. SLEEVES
902-1.2.8. REMOTE CONTROL VALVES
902-1.2.9. VALVE BOXES
902-1.2.10. AUTOMATIC CONTROL TIMER
902-1.2.11. FIELD TRANSMITTER
902-1.3. EXECUTION
902-1.3.1. GENERAL INSTALLATION REQUIREMENTS
902-1.3.2. EXCAVATING AND BACKFILLING
902-1.3.2.1. TRENCHING - GENERAL
902-1.3.2.2. BACKFILLING
902-1.3.2.3. ROUTING OF PIPING
902-1.3.3. INSTALLATION
902-1.3.3.1. WATER SUPPLY
902-1.3.3.2. ASSEMBLIES
902-1.3.3.3. SLEEVES: (EXISTING BY CITY OF CLEARWATER)
902-1.3.3.4. PLASTIC PIPE
902-1.3.3.5. CONTROLLERS
902-1.3.3.6. REMOTE CONTROL VALVES
902-1.3.3.7. GATE VALVES
902-2. LANDSCAPE
902-2.1. GENERAL
902-2.1.1. REQUIREMENTS OF REGULATORY AGENCIES
902-2.1.2. SCOPE OF WORK
902-2.1.3. QUALITY ASSURANCE
902-2.1.4. SUBMITTALS
902-2.1.5. ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS
902-2.1.6. ABBREVIATIONS/DEFINITIONS
902-2.1.7. PRODUCT DELIVERY, STORAGE, AND HANDLING
902-2.1.7.1. PLANT MATERIALS
902-2.1.8. JOB CONDITIONS
902-2.1.8.1. ACCEPTANCE OF JOB CONDITIONS.
902-2.1.8.2. SCHEDULING OF WORK
902-2.1.8.3. UTILITIES
902-2.2. PRODUCTS
902-2.2.1. MATERIALS
902-2.2.1.1. PLANT MATERIALS: NOMENCLATURE
902-2.2.1.2. PLANT MATERIALS: QUALITY ASSURANCE
902-2.2.1.3. GRASSES: SOD OR SEED
902-2.2.1.4. MULCH
902-2.2.1.5. STAKES AND GUYS
902-2.2.1.6. PLANTING SOIL
902-2.2.1.7. TREE PROTECTION
902-2.2.1.8. ROOT BARRIER SYSTEM
902-2.2.1.9. PACKAGED MATERIALS
902-2.2.1.10. PESTICIDES
902-2.3. EXECUTION
902-2.3.1. PREPARATION
902-2.3.1.1. OBSTRUCTIONS BELOW GROUND
902-2.3.1.2. GRADING AND PREPARATION FOR PLANT MATERIALS
902-2.3.1.3. PREPARATION FOR ANNUAL BED PLANTING
902-2.3.1.4. PREPARATION FOR SEEDING AND SOD AREAS
902-2.3.2. INSTALLATION
902-2.3.2.1. BERM CONSTRUCTION (IF SPECIFIED)
902-2.3.2.2. LAYOUT OF PLANT MATERIALS
902-2.3.2.3. PLANTING PROCEDURES
902-2.3.2.4. SODDING
902-2.3.2.5. SEEDING
902-2.3.2.6. TREE GUYING, BRACING AND STAKING
902-2.3.2.7. MULCHING
902-2.3.2.8. CLEAN-UP
902-2.3.2.9. PROTECTION
902-2.3.2.10. REPAIR OF DAMAGES
902-2.3.3. MAINTENANCE
902-2.3.4. INSPECTION, REJECTION, AND ACCEPTANCE
902-2.3.4.1. INSPECTION
902-2.3.4.2. REJECTION AND REPLACEMENT
902-2.3.4.3. ACCEPTANCE

902-2.3.5. WARRANTY

903. SODDING
904. SEEDING
905. LAWN MAINTENANCE SPECIFICATIONS
905-1. SCOPE
905-2. SCHEDULING OF WORK
905-3. WORK METHODS
905-3.1. MAINTENANCE SCHEDULING
905-3.2. DUTIES PER SERVICE VISIT
905-3.2.1. LITTER AND DEBRIS
905-3.2.2. VISUAL CHECK
905-3.2.3. PLANT TRIMMING AND PALM PRUNING
905-3.2.3.1. TRAFFIC CONTROL
905-3.2.3.2. PEDESTRIAN SAFETY
905-3.2.4. WEED REMOVAL IN LANDSCAPED AREA
905-3.2.5. MULCH CONDITION
905-3.2.6. IRRIGATION SERVICE AND REPAIR
905-3.2.7. LAWN AND ORNAMENTAL PEST CONTROL
905-3.2.8. PALM FERTILIZATION
905-3.2.9. FREEZE PROTECTION
906. LEVEL OF SERVICE
907. COMPLETION OF WORK
908. INSPECTION AND APPROVAL
909. SPECIAL CONDITIONS
910. TREE PROTECTION
910-1. TREE BARRICADES
910-2. ROOT PRUNING
910-3. PROPER TREE PRUNING
911. IRRIGATION SYSTEM DESIGN
912. IRRIGATION SYSTEM INSTALLATION
SectionV - 2025_0709 6 11 2026.pdf
PUBLIC CONSTRUCTION BOND
CONTRACT
CONSENT OF SURETY TO FINAL PAYMENT
PROPOSAL/BID BOND
AFFIDAVIT
NON-COLLUSION AFFIDAVIT
PROPOSAL
CITY OF CLEARWATER ADDENDUM SHEET
BIDDER’S PROPOSAL
SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM
SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM
Appendix - 2025_0709.pdf
OWNER DIRECT PURCHASE (ODP) DOCUMENTS [if needed]
REQUEST TO REQUISITION FORM
PROJECT PERMITS
GEOTECHNICAL SOIL REPORT
UTILITY WORK SCHEDULES
PAGES Appendix - 2025_0709 - Copy2.pdf
CONTAMINATION SCREENING EVALUATION REPORT
Appendix - 2025_0709a.pdf
VERIFICATION OF EMPLOYMENT ELIGIBILITY FORM
OWNER DIRECT PURCHASE (ODP) DOCUMENTS (Not Applicable)
Owner Direct Purchase (ODP) Instructions
SectionV - 2025_0709 6 11 2026.pdf
PUBLIC CONSTRUCTION BOND
CONTRACT
CONSENT OF SURETY TO FINAL PAYMENT
PROPOSAL/BID BOND
AFFIDAVIT
NON-COLLUSION AFFIDAVIT
PROPOSAL
CITY OF CLEARWATER ADDENDUM SHEET
BIDDER’S PROPOSAL
SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM
SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM
section-iv_6_11_2026.pdf
100 SERIES: GENERAL
101. SCOPE OF WORK
102. FIELD ENGINEERING
102-1. LINE AND GRADE PERFORMED BY THE CONTRACTOR
102-1.1. GRADES, LINES AND LEVELS
102-1.2. LAYOUT DATA

102-2. LINE AND GRADE PERFORMED BY THE CITY

103. DEFINITION OF TERMS
103-1. REFERENCE STANDARDS
104. STREET CROSSINGS, ETC.
105. AUDIO/VIDEO RECORDING OF WORK AREAS
105-1. CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING
105-2. SCHEDULING OF AUDIO/VIDEO RECORDING
105-3. PROFESSIONAL VIDEOGRAPHERS
105-4. EQUIPMENT
105-5. RECORDED AUDIO INFORMATION
105-6. RECORDED VIDEO INFORMATION
105-7. VIEWER ORIENTATION
105-8. LIGHTING
105-9. SPEED OF TRAVEL
105-10. VIDEO LOG/INDEX
105-11. AREA OF COVERAGE
105-12. COSTS OF VIDEO SERVICES
106. STREET SIGNS
107. WORK ZONE TRAFFIC CONTROL
107-1. CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL
107-2. WORK ZONE TRAFFIC CONTROL PLAN
107-2.1. WORK ZONE SAFETY
107-3. ROADWAY CLOSURE GUIDELINES
107-3.1. ALL ROADWAYS
107-3.1.1. PUBLIC NOTIFICATION
107-3.2. MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS
107-3.2.1. PUBLIC NOTIFICATION
107-3.3. MAJOR ARTERIALS, MINOR ARTERIALS
107-3.3.1. PUBLIC NOTIFICATION
107-3.4. MAJOR ARTERIALS
107-3.4.1. PUBLIC NOTIFICATION
107-4. APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN
107-5. INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION
107-6. PAYMENT FOR WORK ZONE TRAFFIC CONTROL
107-7. CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR
108. OVERHEAD ELECTRIC LINE CLEARANCE
108-1. CLEARANCE OPTIONS
108-2. REQUIRED MINIMUM CLEARANCE DISTANCES
200 SERIES: SITEWORK
201. EXCAVATION FOR UNDERGROUND INFRASTRUCTURE WORK
201-1. EXCAVATION, BACKFILLING, AND COMPACTION FOR UNDERGROUND INFRASTRUCTURE
201-1.1. GENERAL
201-1.2. MATERIALS
201-1.3. CLEARING AND GRUBBING
201-1.3.1. GENERAL
201-1.3.2. CLEARING AND GRUBBING OPERATIONS
201-1.3.3. DISPOSAL OF DEBRIS MATERIAL
201-1.3.4. PRESERVATION OF TREES AND SHRUBBERY
201-1.3.5. PRESERVATION OF DEVELOPED PRIVATE PROPERTY
201-1.3.6. PRESERVATION OF PUBLIC PROPERTY
201-1.4. EXCAVATION PROTECTION
201-1.4.1. SHEETING AND BRACING
201-1.5. EXCAVATING FOR UTILITY STRUCTURES
201-1.6. TRENCH EXCAVATION FOR UTILITY PIPELINES
201-1.6.1. TRENCH EXCAVATION FOR PIPE LAYING - GENERAL
201-1.6.2. LIMITED TRENCH WIDTHS
201-1.6.3. MECHANICAL EXCAVATION
201-1.6.4. PAVEMENT CUTTING
201-1.6.5. ARTIFICIAL FOUNDATIONS IN TRENCHES
201-1.6.6. BELL HOLES
201-1.7. UNDERCUT OF EXCAVATIONS
201-1.8. STABILIZATION OF EXCAVATIONS
201-1.9. BACKFILL AND COMPACTION
201-1.9.1. MATERIALS
201-1.9.2. BACKFILL PLACEMENT AND COMPACTION
201-1.9.3. STRUCTURE FOUNDATION PREPARATION
201-1.10. DRAINAGE FROM EXCAVATIONS
201-1.11. FINAL GRADING
201-1.12. EXCESS EXCAVATED MATERIAL
201-1.13. SETTLEMENT
202. OBSTRUCTIONS
203. DEWATERING
203-1. GENERAL
203-1.1. Definition of Terms for Dewatering System
203-2. OBSERVATION WELLS
203-3. PUMPING AND DRAINAGE - GENERAL
203-3.1. DEWATERING EQUIPMENT
203-3.2. DEWATERING CONSIDERATIONS
203-3.3. DISPOSAL OF PUMPED WATER
203-3.4. GROUNDWATER TREATMENT (IF REQUIRED)

203-4. PERMIT REQUIREMENTS

204. UNSUITABLE MATERIAL REMOVAL
204-1. BASIS OF MEASUREMENT
204-2. BASIS OF PAYMENT
205. UTILITY TIE IN LOCATION MARKING
206. CLEARING AND GRUBBING
206-1. BASIS OF MEASUREMENT
206-2. BASIS OF PAYMENT
207. EROSION AND SEDIMENT CONTROL
207-1. GENERAL
207-2. TRAINING OF PERSONNEL
207-3. STABILIZATION OF DENUDED AREAS
207-4. PROTECTION AND STABILIZATION OF SOIL STOCKPILES
207-5. PROTECTION OF EXISTING STORM SEWER SYSTEMS
207-6. SWALES, DITCHES AND CHANNELS
207-7. UNDERGROUND UTILITY CONSTRUCTION
207-8. MAINTENANCE
207-9. COMPLIANCE
208. CONSTRUCTION AND REPAIR OF SEAWALLS AND OTHER BEACH EROSION CONTROL STRUCTURES
208-1. EXISTING SEAWALLS AND REVETMENTS
208-2. TOP OF CAP ELEVATION
208-3. SEAWALLS AND REVETMENTS LOCATED SEAWARD OF THE CCL
208-4. PLACEMENT OF NEW SEAWALL
208-5. POST CONSTRUCTION SURVEY
208-6. RIP-RAP
208-7. RETAINING WALL IN LIEU OF VERTICAL SEAWALL
209. MAINTENANCE OF OPERATIONS
209-1. GENERAL
209-2. EXECUTION
209-3. BASIS OF MEASUREMENT
210. DETECTION OF FACILITIES
211. RELOCATIONS
211-1. RELOCATION SHOWN ON DRAWINGS
211-2. RELOCATIONS NOT SHOWN ON DRAWINGS
212. RESTORATION PROCEDURES
212-1. INTERIM RESTORATION
212-2. FINAL RESTORATION
300 SERIES: MATERIALS
301. CONCRETE
302. EXCAVATION AND FORMS FOR CONCRETE WORK
302-1. EXCAVATION
302-2. FORMS
303. REINFORCEMENT
303-1. BASIS OF PAYMENT
304. BACKFILL
304-1. MATERIALS AND GENERAL
304-2. TESTING AND INSPECTION
305. RIPRAP
305-1. BASIS OF MEASUREMENT
305-2. BASIS OF PAYMENT
306. FLOWABLE FILL
307. MATERIAL INDEPENDENT TESTING
400 SERIES: SANITARY SEWER
401. SANITARY MANHOLES
401-1. BUILT UP TYPE
401-2. PRECAST TYPE
401-2.1. MANHOLE ADJUSTMENT RINGS (GRADE RINGS)
401-2.2. STAINLESS STEEL MANHOLE STORM WATER INFLOW ABATEMENT INSERTS (DISH/PAN)
401-2.2.1. MATERIALS AND DESIGN
401-2.2.2. MEASUREMENT AND PAYMENT
401-3. DROP MANHOLES
401-4. FRAMES AND COVERS
401-5. MANHOLE COATINGS
401-6. CONNECTIONS TO MANHOLES
401-7. MEASUREMENT AND PAYMENT
402. RAISING OR LOWERING OF SANITARY SEWER STRUCTURES
402-1. BASIS OF PAYMENT
403. SANITARY SEWERS AND FORCE MAINS
403-1. MATERIALS
403-1.1. GRAVITY SEWER PIPE
403-1.2. FORCE MAIN PIPE
403-2. INSTALLATION
403-2.1. GRAVITY SEWER PIPE
403-2.2. FORCE MAIN PIPE
403-3. INSPECTIONS OF LINES AND MANHOLES
403-4. TESTING
403-4.1. TESTING OF GRAVITY SEWERS
403-4.2. TESTING OF FORCE MAINS
403-5. BASIS OF PAYMENT
403-5.1. GRAVITY SEWER PIPE
403-5.2. FORCE MAIN PIPE PAYMENT
404. CURED-IN-PLACE PIPE SANITARY SEWER REHABILITATION
404-1. GENERAL
404-2. MEASUREMENT & PAYMENT
404-3. SUBMITTALS
404-4. CURED-IN-PLACE PIPE (CIPP) FOR GRAVITY SEWER MAINS
404-4.1. LINER MATERIAL
404-4.2. CHEMICAL JOINT, CRACK AND ANNULAR SPACE SEALING MATERIALS FOR ACTIVE LEAKS AND SERVICE LATERAL CONNECTIONS
404-4.3. MANHOLE CONNECTIONS
404-4.4. INSTALLATION AND EXECUTION
404-4.4.1. CLEANING/SURFACE PREPARATION
404-4.4.2. TELEVISION INSPECTION
404-4.4.2.1. IMAGE (PHOTOS) CAPTURE FORMAT AND REQUIREMENTS
404-4.4.2.2. DIGITAL VIDEO FORMAT AND REQUIREMENTS
404-4.4.2.3. SYNCHRONIZATION
404-4.4.3. LINER INSTALLATION
404-4.4.4. LATERAL RECONNECTION
404-4.4.5. TIME OF CONSTRUCTION
404-4.4.6. TESTING AND ACCEPTANCE
404-4.4.7. CLEANUP
404-5. CURED-IN-PLACE PIPE (CIPP) FOR SERVICE LATERALS
404-5.1. LINER MATERIAL
404-5.2. EPOXY RESIN MATERIAL
404-5.3. INSTALLATION AND EXECUTION
404-5.3.1. PRE-LINING INSPECTION
404-5.3.2. LATERAL PREPARATION
404-5.3.3. LINER INSTALLATION
404-5.3.4. TESTING AND ACCEPTANCE
405. SANITARY MANHOLE LINER RESTORATION
405-1. SCOPE AND INTENT
405-2. MEASUREMENT & PAYMENT
405-2.1. MANHOLE LINERS/COATING
405-2.2. REPLACE FRAME & COVER
405-2.3. REBUILD BENCH & CHANNEL/TROUGH
405-2.4. RESET/ADJUST MANHOLE FRAME & COVER
405-2.5. SEAL MANHOLE FRAME TO CORBEL CONNECTION WITH POLYUREA MATERIAL
405-3. CEMENTITIOUS COATING SYSTEM
405-3.1. SUBMITTALS
405-3.2. MATERIALS
405-3.2.1. PATCHING MIX
405-3.2.2. INFILTRATION CONTROL
405-3.2.3. GROUTING MIX
405-3.2.4. COATING MIX
405-3.2.5. WATER
405-3.2.6. OTHER MATERIALS
405-3.3. APPLICATION EQUIPMENT
405-3.4. INSTALLATION AND EXECUTION
405-3.4.1. PREPARATION
405-3.4.2. MIXING
405-3.4.3. SPRAYING
405-3.4.4. PREPARATION OF SAMPLES
405-3.4.5. CURING

405-3.5. TESTING AND ACCEPTANCE

405-4. RAVEN 405 EPOXY COATING SYSTEM
405-4.1. SUBMITTALS
405-4.2. MATERIALS
405-4.2.1. PATCHING MIX
405-4.2.2. INFILTRATION CONTROL
405-4.2.3. GROUTING MIX
405-4.2.4. COATING MATERIAL
405-4.2.5. OTHER MATERIALS
405-4.3. INSTALLATION AND EXECUTION
405-4.3.1. PREPARATION
405-4.3.2. APPLICATION

405-4.4. TESTING & ACCEPTANCE

405-5. SPRAYWALL POLYURETHANE COATING SYSTEM
405-5.1. SUBMITTALS
405-5.2. MATERIALS
405-5.2.1. PATCHING MIX
405-5.2.2. INFILTRATION CONTROL
405-5.2.3. GROUTING MIX
405-5.2.4. COATING MATERIAL
405-5.2.5. OTHER MATERIALS
405-5.3. INSTALLATION AND EXECUTION
405-5.3.1. PREPARATION
405-5.3.2. APPLICATION

405-5.4. TESTING & ACCEPTANCE

405-6. INTERNAL MANHOLE CORBEL SEALING SYSTEM
405-6.1. SUBMITTALS
405-6.2. MATERIALS
405-6.2.1. PATCHING MIX
405-6.2.2. INFILTRATION CONTROL
405-6.2.3. COATING MATERIAL
405-6.3. INSTALLATION AND EXECUTION
405-6.3.1. PREPARATION
405-6.3.2. APPLICATION
405-6.3.3. TESTING & ACCEPTANCE
406. SMOKE AND DYE TESTING
406-1. GENERAL PROTOCOL
406-2. REPORTING
406-3. DYE INVESTIGATION
406-3.1. DYE WATER TRACING
406-3.2. DYE WATER FLOODING
406-4. MEASUREMENT AND PAYMENT
406-5. BASIS OF PAYMENT
500 SERIES: POTABLE AND RECLAIMED WATER MAINS, FIRE LINES AND APPURTENANCES
501. SCOPE
502. MATERIALS
502-1. GENERAL
502-2. PIPE MATERIALS AND FITTINGS
502-2.1. DUCTILE IRON PIPE
502-2.1.1. MANUFACTURED RESTRAINED JOINTS FOR DUCTILE IRON PIPE
502-2.1.2. ALTERNATE MECHANICALLY RESTRAINED JOINTS FOR DI PIPE
502-2.1.2.1. Restraints for Ductile Iron Pipe with Mechanical Joint Fittings
502-2.1.2.2. Restraints for Ductile Iron Pipe with Push-on Joints
502-2.1.3. Ductile Iron Pipe Installed with Steel Casings
502-2.1.4. POLYETHYLENE ENCASEMENT FOR BURIED DUCTILE IRON PIPE
502-2.2. POLYVINYL CHLORIDE (PVC) PIPE
502-2.2.1. RESTRAINED JOINT PVC PIPE (DIRECTIONAL BORE)
502-2.3. HIGH DENSITY POLYETHYLENE (HDPE) PIPE
502-2.3.1. MECHANICAL JOINT ADAPTERS (MJ ADPATERS)
502-2.3.2. BUTT FUSION PROCESS AND INSTALLATION
502-2.4. PIPING IDENTIFICATION SYSTEM
502-2.4.1. EXTERIOR MARKINGS FOR BURIED PIPE
502-2.4.2. LOCATION DETECTION WIRE:
502-2.4.3. WARNING TAPE:

502-2.5. RESTRAINED JOINT COUPLINGS

502-3. GATE VALVES
502-4. VALVE BOXES
502-5. HYDRANTS
502-6. SERVICE SADDLES/ POLYETHYLENE SERVICE LINES
502-7. BACKFLOW PREVENTERS
502-8. TAPPING SLEEVES AND LINESTOPS
502-9. LINE STOPPING ASSEMBLIES
502-10. BLOW OFF HYDRANTS
503. CONSTRUCTION
503-1. MATERIAL HANDLING
503-2. PIPE LAYING
503-2.1. INSPECTION PRIOR TO INSTALLATION
503-2.2. GENERAL INSTALLATION REQUIREMENTS
503-2.3. INSTALLATION OF DUCTILE IRON PIPE
503-2.4. INSTALLATION OF POLYVINYL CHLORIDE (PVC) PIPE
503-2.5. DIRECTIONAL BORING INSTALLATION
503-2.5.1. GENERAL REQUIREMENTS
503-2.5.2. SUBMITTALS
503-2.5.3. QUALITY ASSURANCE AND COORDINATION OF WORK
503-2.5.4. HDD PIPE PRODUCTS
503-2.5.5. GENERAL HDD INSTALLATION CONSIDERATION
503-2.5.6. HDD DRILLING EQUIPMENT AND DRILLING FLUID
503-2.5.7. PREPARATION AND MOBILIZATION FOR HDD OPERATIONS
503-2.5.8. ENVIRONMENTAL REQUIREMENTS
503-2.5.9. DRILLING OPERATIONS
503-2.5.10. HDD INSTALLATION
503-2.5.11. DRILLING MUD AND CUTTINGS
503-2.5.12. REAMING AND PULLBACK
503-2.5.13. PIPELINE PROTECTION
503-2.5.14. PIPELINE CLEANING
503-2.5.15. PIPELINE TESTING
503-2.5.16. DISINFECTION FOR HDD POTABLE WATER PIPELINES
503-2.5.17. CITY ACCEPTANCE
503-2.5.18. REPAIR
503-2.5.19. CLEANUP AND REPAIR
503-3. SETTING OF VALVES, HYDRANTS AND FITTINGS
503-3.1. GENERAL
503-3.2. Fittings
503-3.3. VALVES
503-3.4. FIRE HYDRANTS
503-3.5. ANCHORAGE

503-4. CONNECTIONS TO EXISTING POTABLE WATER OR RECLAIMED WATER LINES

504. PIPELINE CLEANING
504-1. PIPELINE PIGGING
504-2. FINAL PIPELINE FLUSHING
505. TESTS
505-1. HYDROSTATIC PIPELINE TESTING
505-2. NOTICE OF TEST
506. DISINFECTION AND TESTING
506-1. DISINFECTION MATERIALS
506-2. FLUSHING SYSTEM
506-3. FINAL DISINFECTION PROCEDURE FOR POTABLE WATER MAINS
506-4. FLUSHING AND RESIDUAL CHLORINE TESTS
506-5. BACTERIALOGICAL TESTS
507. CORRECTION OF NON-CONFORMING WORK
508. OBTAINING WATER FOR FLUSHING AND TESTING
509. MEASUREMENT AND PAYMENT
509-1. GENERAL
509-2. FURNISH AND INSTALL WATER MAINS
509-2.1. MEASUREMENT
509-2.2. PAYMENT
509-3. FURNISH AND INSTALL FITTINGS
509-3.1. MEASUREMENT
509-3.2. PAYMENT
509-4. FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS
509-4.1. MEASUREMENT
509-4.2. PAYMENT
509-5. FURNISH AND INSTALL FIRE HYDRANTS
509-5.1. MEASUREMENT
509-5.2. PAYMENT
600 SERIES: STORMWATER
601. RAISING OR LOWERING OF STORM DRAINAGE STRUCTURES
601-1. BASIS OF PAYMENT
602. UNDERDRAINS
602-1. BASIS OF MEASUREMENT
602-2. BASIS OF PAYMENT
603. STORM SEWERS
603-1. TESTING AND INSPECTION
603-2. BASIS OF PAYMENT
604. STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES
604-1. BUILT UP TYPE STRUCTURES
604-2. PRECAST TYPE
604-3. BASIS OF PAYMENT
605. GABIONS AND MATTRESSES
605-1. MATERIAL
605-1.1. PVC COATED WIRE MESH GABIONS & MATTRESSES
605-1.1.1. GABION & MATTRESS BASKETS
605-1.1.2. PVC (POLYVINYL CHLORIDE) COATING
605-1.1.3. GABION AND MATTRESS FILLER MATERIAL
605-1.1.4. GEOTEXTILE FABRIC

605-2. PERFORMANCE

700 SERIES: STREETS AND SIDEWALKS
701. RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT
702. ROADWAY BASE AND SUBGRADE
702-1. BASE
702-1.1. BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE
702-1.2. BASIS OF PAYMENT FOR BASE AND REWORKED BASE
702-2. SUBGRADE
702-2.1. BASIS OF MEASUREMENT
702-2.2. BASIS OF PAYMENT
703. ASPHALTIC CONCRETE MATERIALS
703-1. ASPHALTIC CONCRETE
703-1.1. AGGREGATE
703-1.2. BITUMINOUS MATERIALS
703-2. HOT BITUMINOUS MIXTURES – PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE
703-3. ASPHALT MIX DESIGNS AND TYPES
703-4. ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS
703-5. GENERAL CONSTRUCTION REQUIREMENTS
703-6. CRACKS AND POTHOLE PREPARATION
703-6.1. CRACKS
703-6.2. POTHOLES
703-7. ADJUSTMENT OF MANHOLES AND APPURTANENCES
703-8. ADDITIONAL ASPHALT REQUIREMENTS
703-9. BASIS OF MEASUREMENT
703-10. BASIS OF PAYMENT
704. ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT
705. ASPHALT DRIVEWAYS
705-1. BASIS OF MEASUREMENT
705-2. BASIS OF PAYMENT
706. CONCRETE CURBS
706-1. BASIS OF MEASUREMENT
706-2. BASIS OF PAYMENT
707. CONCRETE SIDEWALKS AND DRIVEWAYS
707-1. CONCRETE SIDEWALKS
707-2. CONCRETE DRIVEWAYS
707-3. CONCRETE CURB RAMPS
707-4. BASIS OF MEASUREMENT
707-5. BASIS OF PAYMENT
708. MILLING OPERATIONS
708-1. EQUIPMENT, CONSTRUCTION & MILLED SURFACE
708-2. ADDITIONAL MILLING REQUIREMENTS
708-3. SALVAGEABLE MATERIALS
708-4. DISPOSABLE MATERIALS
708-5. ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES
708-6. ADJUSTMENT OF UTILITY MANHOLES
708-7. TYPES OF MILLING
708-8. MILLING OF INTERSECTIONS
708-9. BASIS OF MEASUREMENT
708-10. BASIS OF PAYMENT
800 SERIES: TRAFFIC SIGNALS, SIGNS AND MARKINGS
801. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS
801-1. BASIS OF MEASUREMENT AND PAYMENT
802. SIGNING AND MARKING
802-1. BASIS OF MEASUREMENT AND PAYMENT
803. ROADWAY LIGHTING
803-1. BASIS OF MEASUREMENT AND PAYMENT
900 SERIES: LANDSCAPING/RESTORATION
901. WORK IN EASEMENTS OR PARKWAYS
902. GENERAL PLANTING SPECIFICATIONS
902-1. IRRIGATION
902-1.1. DESCRIPTION
902-1.1.1. QUALITY ASSURANCE
902-1.1.2. PROJECT CONDITIONS
902-1.1.3. WARRANTY
902-1.2. PRODUCTS
902-1.2.1. GENERAL
902-1.2.2. PIPING
902-1.2.3. PIPE FITTINGS
902-1.2.4. PVC PIPE CEMENT AND PRIMER
902-1.2.5. THREADED CONNECTIONS
902-1.2.6. GATE VALVES
902-1.2.6.1. MANUAL GATE VALVES TWO INCHES (2”) AND SMALLER
902-1.2.6.2. GATE VALVES TWO AND A HALF INCHES (2½”) AND LARGER
902-1.2.7. SLEEVES
902-1.2.8. REMOTE CONTROL VALVES
902-1.2.9. VALVE BOXES
902-1.2.10. AUTOMATIC CONTROL TIMER
902-1.2.11. FIELD TRANSMITTER
902-1.3. EXECUTION
902-1.3.1. GENERAL INSTALLATION REQUIREMENTS
902-1.3.2. EXCAVATING AND BACKFILLING
902-1.3.2.1. TRENCHING - GENERAL
902-1.3.2.2. BACKFILLING
902-1.3.2.3. ROUTING OF PIPING
902-1.3.3. INSTALLATION
902-1.3.3.1. WATER SUPPLY
902-1.3.3.2. ASSEMBLIES
902-1.3.3.3. SLEEVES: (EXISTING BY CITY OF CLEARWATER)
902-1.3.3.4. PLASTIC PIPE
902-1.3.3.5. CONTROLLERS
902-1.3.3.6. REMOTE CONTROL VALVES
902-1.3.3.7. GATE VALVES
902-2. LANDSCAPE
902-2.1. GENERAL
902-2.1.1. REQUIREMENTS OF REGULATORY AGENCIES
902-2.1.2. SCOPE OF WORK
902-2.1.3. QUALITY ASSURANCE
902-2.1.4. SUBMITTALS
902-2.1.5. ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS
902-2.1.6. ABBREVIATIONS/DEFINITIONS
902-2.1.7. PRODUCT DELIVERY, STORAGE, AND HANDLING
902-2.1.7.1. PLANT MATERIALS
902-2.1.8. JOB CONDITIONS
902-2.1.8.1. ACCEPTANCE OF JOB CONDITIONS.
902-2.1.8.2. SCHEDULING OF WORK
902-2.1.8.3. UTILITIES
902-2.2. PRODUCTS
902-2.2.1. MATERIALS
902-2.2.1.1. PLANT MATERIALS: NOMENCLATURE
902-2.2.1.2. PLANT MATERIALS: QUALITY ASSURANCE
902-2.2.1.3. GRASSES: SOD OR SEED
902-2.2.1.4. MULCH
902-2.2.1.5. STAKES AND GUYS
902-2.2.1.6. PLANTING SOIL
902-2.2.1.7. TREE PROTECTION
902-2.2.1.8. ROOT BARRIER SYSTEM
902-2.2.1.9. PACKAGED MATERIALS
902-2.2.1.10. PESTICIDES
902-2.3. EXECUTION
902-2.3.1. PREPARATION
902-2.3.1.1. OBSTRUCTIONS BELOW GROUND
902-2.3.1.2. GRADING AND PREPARATION FOR PLANT MATERIALS
902-2.3.1.3. PREPARATION FOR ANNUAL BED PLANTING
902-2.3.1.4. PREPARATION FOR SEEDING AND SOD AREAS
902-2.3.2. INSTALLATION
902-2.3.2.1. BERM CONSTRUCTION (IF SPECIFIED)
902-2.3.2.2. LAYOUT OF PLANT MATERIALS
902-2.3.2.3. PLANTING PROCEDURES
902-2.3.2.4. SODDING
902-2.3.2.5. SEEDING
902-2.3.2.6. TREE GUYING, BRACING AND STAKING
902-2.3.2.7. MULCHING
902-2.3.2.8. CLEAN-UP
902-2.3.2.9. PROTECTION
902-2.3.2.10. REPAIR OF DAMAGES
902-2.3.3. MAINTENANCE
902-2.3.4. INSPECTION, REJECTION, AND ACCEPTANCE
902-2.3.4.1. INSPECTION
902-2.3.4.2. REJECTION AND REPLACEMENT
902-2.3.4.3. ACCEPTANCE

902-2.3.5. WARRANTY

903. SODDING
904. SEEDING
905. LAWN MAINTENANCE SPECIFICATIONS
905-1. SCOPE
905-2. SCHEDULING OF WORK
905-3. WORK METHODS
905-3.1. MAINTENANCE SCHEDULING
905-3.2. DUTIES PER SERVICE VISIT
905-3.2.1. LITTER AND DEBRIS
905-3.2.2. VISUAL CHECK
905-3.2.3. PLANT TRIMMING AND PALM PRUNING
905-3.2.3.1. TRAFFIC CONTROL
905-3.2.3.2. PEDESTRIAN SAFETY
905-3.2.4. WEED REMOVAL IN LANDSCAPED AREA
905-3.2.5. MULCH CONDITION
905-3.2.6. IRRIGATION SERVICE AND REPAIR
905-3.2.7. LAWN AND ORNAMENTAL PEST CONTROL
905-3.2.8. PALM FERTILIZATION
905-3.2.9. FREEZE PROTECTION
906. LEVEL OF SERVICE
907. COMPLETION OF WORK
908. INSPECTION AND APPROVAL
909. SPECIAL CONDITIONS
910. TREE PROTECTION
910-1. TREE BARRICADES
910-2. ROOT PRUNING
910-3. PROPER TREE PRUNING
911. IRRIGATION SYSTEM DESIGN
912. IRRIGATION SYSTEM INSTALLATION
SectionV - 6 22 2026.pdf
PUBLIC CONSTRUCTION BOND
CONTRACT
CONSENT OF SURETY TO FINAL PAYMENT
PROPOSAL/BID BOND
AFFIDAVIT
NON-COLLUSION AFFIDAVIT
PROPOSAL
CITY OF CLEARWATER ADDENDUM SHEET
BIDDER’S PROPOSAL
SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM
SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM
ADP6205.tmp
INSTRUCTIONS TO BIDDERS
GENERAL CONDITIONS
TECHNICAL SPECIFICATIONS
3.1 SCOPE OF WORK
3.2 Section IV - Technical Specifications
3.3 Section V - Contract Documents
SUPPLEMENTAL TECHNICAL SPECIFICATIONS - Section IVA
PRICING SHEET
SUBMITTAL REQUIREMENTS
1 Certified Business*
Certified Business Type*
Certifying Agency*
Certification Documentation*
2 Vendor Certification*
3 E-Verify System Certificattion*
4 Scrutinized Company Certification*
5 Compliance with Anti-Human Trafficking Laws*
6 Section V - Contract Documents*
7 W-9*

File details come from the government source that posted it. Updated .