Bid_Specs_05-28-25.pdf

PROJECT MANUAL

60” KELLER VALVE INSERTION

BID XXXX

Mead & Hunt, Inc.

Project # 4602200-230254.01

Prepared for:

Pinellas County May 2025

Bid Set

4010 W Boy Scout Blvd, Suite 1000

Tampa, FL 33607

Phone: 813-210-8740 www.meadhunt.com

Pinellas County

4602200-230254.01

TOC- 1

TABLE OF CONTENTS

PINELLAS COUNTY

BID XXXX

Section Title

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 75 00 Special Provisions and Supplemental Technical Specifications.

DIVISION 01 GENERAL REQUIREMENTS

01 00 00 General Requirements (S) 01 11 00 Summary of Work (S) 01 14 13 Access to Site (S) 01 20 00 Price and Payment Procedures (S) 01 25 00 Substitution Procedures (S) 01 29 73 Schedule of Values (S) 01 29 76 Progress Payment Procedures (S) 01 30 00 Administrative Requirements (S) 01 31 19 Project Meetings (S) 01 32 16 Construction Progress Schedules (S) 01 32 33 Color Audio-Video Construction Records 01 33 23 Shop Drawings, Product Data and Samples (S) 01 35 00 Special Project Procedures 01 42 01 Reference Standards and Definitions 01 45 17 Pipeline Pressure and Leakage Testing Requirements 01 45 29 Testing Laboratory Services (S) 01 50 00 Temporary Facilities and Controls (S) 01 57 00 Control of Work 01 57 13 Erosion and Sedimentation Control 01 58 01 Project Identification Signs 01 60 00 Product Requirements (S) 01 71 13 Mobilization (S) 01 74 00 Cleaning and Waste Management (S) 01 75 16 Startup Procedures (S) 01 77 00 Closeout Procedures (S) 01 78 23 Operation and Maintenance Data (S) 01 78 33 Bonds (S) 01 78 36 Warranties (S) 01 78 39 Project Record Documents

DIVISION 02 EXISTING CONDITIONS (NOT USED)

TOC- 2

DIVISION 03 CONCRETE

03 10 01 Concrete Structures

DIVISION 04 MASONRY (NOT USED)

DIVISION 05 METALS (NOT USED)

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES (NOT USED)

DIVISION 07 THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 08 OPENINGS (NOT USED)

DIVISION 09 FINISHES

09 90 00 Painting and Protective Coatings (S)

DIVISION 10 SPECIALTIES (NOT USED)

DIVISION 11 EQUIPMENT (NOT USED)

DIVISION 12 FURNISHINGS (NOT USED)

DIVISION 13 SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 CONVEYING EQUIPMENT (NOT USED)

DIVISION 21 FIRE SUPPRESSION (NOT USED)

DIVISION 22 PLUMBING (NOT USED)

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (NOT

USED)

DIVISION 25 INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 ELECTRICAL

26 42 00 Cathodic Protection for Steel Pipe (S)

DIVISION 27 COMMUNICATIONS (NOT USED)

TOC- 3

DIVISION 28 ELECTRONIC SAFETY AND SECURITY (NOT USED)

DIVISION 31 EARTHWORK

31 22 00 Grading (S) 31 23 33 Excavation and Backfill for Pipes 31 23 34 Excavation and Backfill for Structures

DIVISION 32 EXTERIOR IMPROVEMENTS

32 12 01 Stabilized and Asphalt Roadway Restoration 32 92 01 Seeding and Sodding

DIVISION 33 UTILITIES

33 01 00 Operation and Maintenance of Utilities (S) 33 05 19 Ductile Iron Utility Pipe (S) 33 11 01 Potable Water Main Piping and Appurtenances 33 11 13.26 Steel Pipe (S) 33 13 01 Disinfection of Potable Water Mains

DIVISION 34 TRANSPORTATION (NOT USED)

DIVISION 35 WATERWAY AND MARINE CONSTRUCTION (NOT USED)

DIVISION 40 PROCESS INTEGRATION (NOT USED)

DIVISION 41 MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED)

DIVISION 42 PROCESS HEATING, COOLING, AND DRYING EQUIPMENT (NOT

DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE

EQUIPMENT (NOT USED)

DIVISION 44 POLLUTION CONTROL EQUIPMENT (NOT USED)

DIVISION 45 INDUSTRY SPECIFICATION MANUFACTURING EQUIPMENT (NOT

DIVISION 48 ELECTRICAL POWER GENERATION (NOT USED)

07/08/18 PCU 005224A

Special Provisions and Supplemental Technical Specifications

00 75 00-1

SECTION 00 75 00

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

These Special Provisions provide additional information and modify the Pinellas County Standard Technical Specifications (PC-STS) for Utilities Construction. Unless noted herein, all conditions of the (STS) apply.

Please reference Section D Specifications of the Invitation to Bid (ITB) for project document hierarchy.

ARTICLE SP-1 SUMMARY OF WORK

The work consists of furnishing labor, equipment, and materials for the construction of the facilities consisting of, but not limited to, the following:

Installation of stops, two tapping sleeves with valves on an e pipe and a blow-off assembly for the bypass

ARTICLE SP-2 SPECIAL PROVISIONS

ARTICLE SP-3 ADDITIONAL INFORMATION AND STUDIES

ARTICLE SP-4 SUPPLEMENTAL TECHNICAL SPECIFICATIONS

Note: The Supplemental Technical Specifications presented herein are project specific, are only related to this project and are not part of Pinellas County Standard Technical Specifications (STS). All STS will be designated as such in the lower right hand corner of document by Pinellas County-STS. All Supplemental Technical Specifications will have (S) designation following the section title in the Table of Contents and each specification will be designated in lower right hand corner as PCU-XXXX, where XXXX designates the specific Project Job Number.

01 20 01 Measurement and Payment (S) 01 31 13 Coordination (S) 01 33 00 Submittals (S) 05 60 00 Miscellaneous Metals (S) 09 96 00 High performance Coating (S) 22 13 19 Rotary Lube Pumps (S) 25 60 00 Chemical Analyzer Panel Upgrade (S) 26 60 01 General Electric Requirements (S)

00 75 00-2

26 60 02 Basic Materials and Methods (S) 26 60 03 Motors (S) 40 92 00 Primary Control Devices (S)

ARTICLE SP-5 MODIFICATIONS TO THE STANDARD TECHNICAL

SPECIFICATIONS

00 75 00-3

TECHNICAL SPECIFICATION CHECKLIST

The following sections of the Standard Technical Specifications will

00 75 00 Special Provisions and Supplemental Technical Specifications 01 32 33 Color Audio-Video Construction Records 01 35 00 Special Project Procedures 01 42 01 Reference Standards and Definitions 01 45 17 Pipeline Pressure and Leakage Testing Requirements 01 55 26 Traffic Regulation 01 57 00 Control of Work 01 57 13 Erosion and Sedimentation Control 01 58 01 Project Identification Signs 01 78 39 Project Record Documents 03 10 01 Concrete Structures 09 91 00 Painting and Protective Coatings 31 23 33 Excavation and Backfill for Pipes 31 23 34 Excavation and Backfill for Structures 32 12 01 Stabilized and Asphalt Roadway Restoration 32 13 01 Concrete Sidewalks, Driveways and Gutters 32 92 01 Seeding and Sodding 33 01 31 Sanitary Sewer Cured in Place Pipelining 33 01 32 Sanitary Sewer Cleaning and Televising 33 01 33 Manhole Rehabilitation 33 01 34 Sanitary Sewer Pipe Repairs 33 01 35 Multi-Component Stress Panel Manhole Liner System 33 01 36 Urethane/Epoxy, Polyurea Manhole Liner System 33 01 37 Polyurethane Manhole Liner System 33 01 38 Polymorphic Resin Manhole Liner System 33 01 39 Calcium Aluminate Manhole Liner System 33 01 40 CIPP Structural Lateral Connection Lining 33 01 41 Epoxy Manhole Liner 33 05 20 Jacking and Boring

33 05 22 Horizontal Directional Drilling Subaqueous Crossings and Large Diameter Installations

33 11 01 Potable Water Main Piping and Appurtenances 33 13 01 Disinfection of Potable Water Mains

Project Number: 005224A

00 75 00-4

33 32 00 Submersible Wastewater Pumping Stations 33 33 01 Gravity Sewers 33 34 00 Sanitary Sewage Force Mains and Appurtenances 33 35 01 Reclaimed Water Main Piping and Appurtenances 33 39 00 Sanitary Utility Sewerage Structures 40 95 01 Wastewater Pump Station SCADA Remote Telemetry Unit (RTU) 48 11 30 Standby Diesel Generators

END OF SECTION

Keller 60-inch Valve Insertion 4602200-230254.01

01 00 00-1 PCU-005224A

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work: The Work to be done consists of the furnishing of all labor, materials and equipment, and the performance of all Work included in this Contract. The summary of the

Work is presented in Section 01 11 00: Summary of Work.

B. Work Included:

1. The Contractor shall furnish all labor, superintendence, materials, plant power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for proper performance and completion of the Work. The

Contractor shall obtain and pay for all necessary local building permits. The

Contractor shall perform and complete the work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Engineer, and in strict accordance with the Contract Documents.

The Contractor shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

2. The cost of incidental work described in these Project Requirements, for which there are no specific Contract Items, shall be considered as part of the general cost of doing the Work and shall be included in the prices for the various Contract

Items. No additional payment will be made therefore.

3. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the Engineer, to perform in a satisfactory and acceptable manner all the Work required by this Contract. Only equipment of established reputation and proven efficiency shall be used. The

Contractor shall be solely responsible for the adequacy of his workmanship, materials, and equipment, prior approval of the Engineer notwithstanding.

C. Public Utility Installations and Structures:

1. Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, vaults, manholes, and all other appurtenances and facilities pertaining thereto whether owned or controlled by the Owner, other governmental bodies, or privately owned by individuals, firms, or corporations, 01 00 00-2 PCU-005224A used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage, water, or other public or private property which may be affected by the Work shall be deemed included hereunder.

2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. These data are not guaranteed as to their completeness or accuracy and it is the responsibility of the

Contractor to make his own investigations to inform himself fully of the character, condition, and extent of all such installations and structures as may be encountered and as may affect the construction operations.

3. The Contractor shall protect all public utility installations and structures from damage during the Work. Access across any buried public utility installation or structure shall be made to avoid any damage to these facilities. All required protective devices and construction shall be provided by the Contractor at his expense. All existing public utilities damaged by the Contractor shall be repaired by the Contractor, at his expense. No separate payment shall be made for such protection or repairs to public utility installations or structures.

4. Public utility installations or structures owned or controlled by the Owner or other governmental body which are shown on the Drawings to be removed, relocated, replaced, or rebuilt by the Contractor shall be considered as a part of the general cost of doing the Work and shall be included in the prices bid for the various

Contract Items; therefore, no separate payment shall be made.

5. Where public utility installations of structures owned or controlled by the Owner or other governmental body are encountered during the course of the Work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Engineer, removal, relocation, replacement, or rebuilding is necessary to complete the Work under this Contract, such Work shall be accomplished by the utility having jurisdiction, or such Work may be ordered, in writing by the Engineer, for the Contractor to accomplish. If such work is accomplished by the utility having jurisdiction it will be carried out expeditiously, and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement, or rebuilding as required. If such work is accomplished by the Contractor, it will be paid for as extra work as provided in the Agreement.

6. The Contractor shall, at all times in performance of the Work, employ acceptable methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage, or destruction of public utility installations and structures; and shall, at all times in the performance of the Work, avoid unnecessary interference with, or interruption of, public utility services, and shall cooperate fully with the owners thereof to that end.

01 00 00-3 PCU-005224A

7. The Contractor shall give written notice to Owner and other governmental utility departments and other owners of public utilities of the location of his proposed construction operations, at least forty-eight (48) hours in advance of breaking ground in any area or on any unit of the Work.

8. The maintenance, repair, removal, relocation, or rebuilding of public utility installations and structures, when accomplished by the Contractor as herein provided, shall be done by methods approved by the owners of such utilities.

1.02 DRAWINGS AND PROJECT MANUAL

A. Drawings: When obtaining data and information from the Drawings, figures shall be used in preference to scaled dimensions, and large-scale drawings in preference to small-scale drawings.

B. Supplementary Drawings:

1. When, in the opinion of the Engineer, it becomes necessary to explain more fully the Work to be done or to illustrate the Work further or to show any changes which may be required, drawings known as Supplementary Drawings, with specifications pertaining thereto, will be prepared by the Engineer, and the Contractor will be furnished an electronic copy of the plans and project manual.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the Contract Drawings. Where such Supplementary Drawings require either less or more than the estimated quantities of Work, credit to the Owner or compensation therefore to the Contractor shall be subject to the terms of the

Agreement.

C. Contractor to Check Drawings and Data:

1. The Contractor shall verify all dimensions, quantities, and details shown on the

Drawings, Supplementary Drawings, schedules, Specifications, or other data received from the Engineer, and shall notify him of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, omissions, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting there from, nor from rectifying such conditions at his own expense. He will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the Engineer, should such errors or omissions be discovered.

01 00 00-4 PCU-005224A

2. All schedules are given for the convenience of the Engineer and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility or the making of estimates of the size, kind, and quality of materials and equipment included in work to be done under the Contract.

D. Specifications: The Technical Specifications consist of three (3) parts: General, Products, and Execution. The General part of a Specification contains General Requirements which govern the Work. The Products and Execution parts modify and supplement the General

Requirements by detailed requirements for the Work and shall always govern whenever there appears to be a conflict.

E. Intent:

1. All Work called for in the Specifications applicable to this Contract, but not shown on the Drawings in their present form, or vice versa, shall be of like effect as if shown or mentioned in both. Work not specified in either the Drawings or in the

Specifications but involved in carrying out their intent or in the complete and proper execution of the Work, is required and shall be performed by the Contractor as though it were specifically delineated or described.

2. The apparent silence of the Specifications as to any detail, or the apparent omission from them of a detailed description concerning any work to be done and materials to be furnished, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used, the interpretation of these Specifications shall be made upon that basis.

1.03 MATERIALS AND EQUIPMENT

A. Manufacturer:

1. All transactions with the manufacturers or subcontractors shall be through the

Contractor, unless the Contractor shall request and at the Engineer's option, that the manufacturer or subcontractor deal directly with the Engineer. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract.

2. Any two (2) or more pieces of material or equipment of the same kind, type, or classification, and being used for identical types of service, shall be made by the same manufacturer.

01 00 00-5 PCU-005224A

B. Delivery:

1. The Contractor shall deliver materials in ample quantities to ensure the most speedy and uninterrupted progress of the Work so as to complete the Work within the allotted time.

2. The Contractor shall also coordinate deliveries in order to avoid delay in, or impediment of, the progress of the work of any related Contractor.

C. Tools and Accessories:

1. The Contractor shall, unless otherwise stated in the Contract Documents, furnish with each type, kind, or size of equipment, one (1) complete set of suitably marked high grade special tools and appliances which may be needed to adjust, operate, maintain, or repair the equipment. Such tools and appliances shall be furnished in approved painted steel cases, properly labeled and equipped with good grade cylinder locks and duplicate keys.

2. Spare parts shall be furnished as specified herein and as recommended by the manufacturer necessary for the operation of the equipment, not including materials required for routine maintenance.

3. Each piece of equipment shall be provided with a substantial nameplate, securely fastened in place and clearly inscribed with the manufacturer's name, year of manufacture, serial number, weight, and principal rate data.

D. Service of Manufacturer's Engineer:

1. The Contract Prices for equipment shall include the cost of furnishing a competent and experienced Engineer or superintendent who shall represent the manufacturer and shall assist the Contractor, when required, to install, adjust, test, and place in operation, the equipment in conformity with the Contract Documents.

2. After the equipment is placed in permanent operation by the Owner, such Engineer or superintendent shall make all adjustments and tests required by the Engineer to prove that such equipment is in proper and satisfactory operating condition, and shall instruct such personnel as may be designated by the Owner in the proper operation and maintenance of such equipment.

01 00 00-6 PCU-005224A

1.04 INSPECTION AND TESTING

A. General:

1. For tests specified to be made by the Contractor, the testing personnel shall make the necessary inspections and tests, and the reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract Documents.

One (1) original and one (1) electronic copy of the reports shall be submitted, and authoritative certification thereof must be furnished to the Engineer as a prerequisite for the acceptance of any material or equipment.

2. If, in the making of any test of any material or equipment, it is ascertained by the

Engineer that the material or equipment does not comply with the Contract

Documents, the Contractor will be notified thereof, and he will be directed to refrain from delivering said material or equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material, without cost to the Owner.

3. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with the recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated herein.

4. The Contractor shall be fully responsible for the proper operation of equipment during testing and instruction periods and shall neither have nor make any claim for damage which may occur to equipment prior to the time when the Owner formally takes over the operation thereof.

B. Costs:

1. All inspection and testing of materials furnished under this Contract will be provided by the Contractor, unless otherwise expressly specified.

2. The cost of shop and field tests of equipment and of certain other tests specifically called for in the Contract Documents shall be borne by the Contractor, and such costs shall be deemed to be included in the Contract Price.

3. Materials and equipment submitted by the Contractor as the equivalent to those specifically named in the Contract may be tested by the Owner for compliance.

The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials and equipment which are rejected for non-compliance.

01 00 00-7 PCU-005224A

C. Certificate of Manufacture:

1. Contractor shall furnish to Engineer authoritative evidence in the form of a certificate of manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract Documents.

2. These certificates shall be notarized and shall include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer.

D. Shop Tests:

1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function, or special requirements are specified shall be tested in the shop of the maker in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. Five (5) copies of the manufacturer's actual test data and interpreted results thereof, accompanied by a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be submitted to the Engineer for approval.

3. The cost of shop tests and of furnishing manufacturer's preliminary and shop test data of operating equipment shall be borne by the Contractor.

E. Start-up Tests:

1. As soon as conditions permit, the Contractor shall furnish all labor, materials, and instruments and shall make start-up tests of equipment.

2. If the start-up tests disclose any equipment furnished under this Contract which does not comply with the requirements of the Contract Documents, the Contractor shall, prior to demonstration tests, make all changes, adjustments, and replacements required. The furnishing Contractor shall assist in the start-up tests as applicable.

F. Demonstration Tests:

1. Prior to Contractor's request for a Substantial Completion inspection, all equipment and piping installed under this Contract shall be subjected to demonstration tests as specified or required to prove compliance with the Contract Documents.

01 00 00-8 PCU-005224A

2. The Contractor shall furnish labor, fuel, energy, water, and all other materials, equipment, and instruments necessary for all demonstration tests, at no additional cost to the Owner. Contractor shall assist in the demonstration tests as applicable.

1.05 LINES AND GRADES

A. Grade:

1. All work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings, or as given by the Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2.

B. Surveys:

1. The Contractor shall furnish and maintain, at his own expense, stakes and other such materials.

2. The Contractor shall check such reference marks by such means as he may deem necessary and, before using them, shall call the Engineer's attention to any inaccuracies.

3. The Contractor shall, at his own expense, establish all working or construction lines and grades as required from the reference marks set by the Engineer, and shall be solely responsible for the accuracy thereof. He shall, however, be subject to the check and review by the Engineer.

C. Safeguarding Marks:

1. The Contractor shall safeguard all points, stakes, grade marks, monuments, and bench marks made or established on the Work, bear the cost of re-establishing them if disturbed, and bear the entire expense of rectifying work improperly installed due to not maintaining or protecting or to removing without authorization such established points, stakes, and marks.

2. The Contractor shall safeguard all existing and known property corners, monuments, and marks adjacent to but not related to the Work and shall bear the cost of re-establishing them if disturbed or destroyed.

01 00 00-9 PCU-005224A

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

01 11 00-1 PCU-005224A

SECTION 01 11 00

SUMMARY OF WORK

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract is for the construction of the . 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. including adapter coupling, line stops, tapping sleeves on

2. Installation of approximately 107 -off assembly for the bypass

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, 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.

1.02

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.

B. Site access will be identified and discussed at the pre-construction meeting but will utilize a secured access point at the Keller Water Treatment Plant near the meter assembly.

01 11 00-2 PCU-005224A

1.03 PROJECT SEQUENCE

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

B. Contractor must prepare an Emergency Response Plan for bypassing and making repairs for approval by County prior to construction.

01 14 13-1 PCU-005224A

SECTION 01 14 13

ACCESS TO SITE

PART 1 GENERAL

1.01 USE OF WATERWAY, STREET AND PARKING AREAS

A. Waterway, Street and Parking Use: Nothing herein shall be construed to entitle the

Contractor to the exclusive use of any public waterway, street, alleyway, or parking area during transportation and performance of the Work hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized use and transportation of public in such waterways, streets, alleyways, or parking areas. No area shall be closed to the public without first obtaining permission from the COUNTY and proper governmental authority.

1.02 TRAFFIC CONTROL AND MONITORING

A. For the protection of traffic in waterways, public or private streets, parking and storage areas, the Contractor shall provide, place, and maintain all necessary buoys, barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the United States Coast Guards and Manual of Uniform Traffic Control Devices. The

Contractor shall take all necessary precautions for the protection of the Work area and the safety of the public. All areas of use shall be secured, including the Island. If required by the permit conditions, the Contractor shall station such guards or flaggers and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals, and barricades shall conform to the requirements of the OSHA Safety and Health Standards for Construction.

1.03 CONTRACTOR'S WORK AND STORAGE AREAS

A. Storage areas shall be coordinated with the County. Responsibility for protection and safekeeping of equipment and materials at or near the sites shall be solely that of the

Contractor and no claim shall be made against the County by reasons of any loss or any act of an employee or trespasser. Should an occasion arise necessitating access to an area occupied by stored equipment and/or materials, the Contractor shall immediately move them. No equipment or materials shall be placed upon the County's property until it is acceptable to the County.

B. If the Contractor requires additional staging area then the Contractor shall obtain such areas from off-site sources. The Contractor shall pay for any off site area he requires.

C. Upon completion of the Contract, the Contractor shall remove from the storage areas all of their equipment, temporary fencing, surplus materials, rubbish, etc., and restore the areas back to existing conditions.

01 14 13-2 PCU-005224A

1.04 SAFETY AND SECURITY

A. The Contractor shall be responsible for the safety and security and may choose to employ watchmen and security guards to protect the job site against vandalism, burglary, theft, trespassing, etc. The Contractor shall care for and protect against loss or damage of all material to be incorporated in the construction for the duration of the project and shall repair or replace damaged or lost materials and damage to structures.

PART 2 -- PRODUCTS (Not Used)

PART 3 -- EXECUTION (Not Used)

01 20 00-1 PCU-005224A

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SCOPE

A. Separate payment will be made only for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the work, shall be considered to be included in the scope of the appropriate listed work items.

B. The Contractor's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete.

C. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work if not shown as a separate pay item.

1. Clearing and grubbing.

2. Excavation, including necessary pavement base removal.

3. Shoring and sheeting.

4. Dewatering and disposal of surplus water.

5. Structural fill.

6. Backfill.

7. Grading.

8. Replacement of unpaved roadways, grass, and shrubbery plots.

9. Cleanup.

10. Testing and placing system in operation.

11. Any material and equipment required to be installed and utilized for the test.

12. Pipe, structures, pavement replacement and/or appurtenances included within the limits of lump sum work.

13. Maintaining the existing quality of service during construction.

14. Appurtenant work as required for a complete and operable system.

15. Maintaining or detouring or traffic.

D. No payment shall be made for work constructed outside the authorized limits of work.

PART 2 - PRODUCTS

2.01 Mobilization/Demobilization BID ITEM 1

The lump sum to complete this item shall be full compensation for the preparatory work and operations in mobilizing for beginning 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, and for the establishment of field office, building, safety equipment and first aid

01 20 00-2 PCU-005224A

supplies, sanitary and other facilities, as required by these Specifications, and state and local laws and regulations; and any other pre-construction expense necessary for Work; the cost of field engineering including disposal of cleared and grubbed material and debris, permits and fees, construction schedules, project signs, shop drawings, temporary facilities, laydown storage area, construction aids, erosion control, work associated with Contractor support during Owner/Engineer reviews and inspection, re-inspections, and any other re-work resulting from same, cleaning, operation and maintenance data, and for all other work required for demobilization. The Contractor shall submit invoices substantiating the cost of mobilization and demobilization with each pay request. Five percent (5%) for the cost of mobilization and demobilization will be withheld until acceptance and final payment.

2.02 Pre-Construction Video BID ITEM 2

Lump sum payment will be made based on delivery to the Owner of two (2) USB drives with documentation of the video for the project route. The contract lump sum price shall be full compensation for all materials and work necessary to complete the professional videotaping in accordance with the project specifications. Construction work shall not start until USB drives are delivered and approved by the project representative.

2.03 Survey Layout/As-builts BID ITEM - 3

Payment shall be made at the lump sum amount or portion thereof for the layout of all proposed improvements by a licensed surveyor registered in the State of Florida. Work shall include the staking of right-of-way and easement lines adjacent to proposed improvements. Surveyor shall verify existing grades and other tie-in locations and notify Engineer of any discrepancies. Payment will be made at the contract lump sum price for "as-built" drawings. As-built drawing requirements are set forth in specification Section 01 78 39. Two (2) copies of preliminary as-builts signed &

These preliminary as-built drawings shall be up to date and include all work for which the contractor is asking to be paid for in the respective pay period. Pay requests submitted without updated as-builts shall be a basis for rejection of the pay request until such time as the as-builts are brought up to date. Final as-built requirements and deliverables are outlined in specification Section 01 78

39. No final payment will be made without acceptable completion of final as-built drawings meeting the specifications. Payment shall be based on the percentage of the lump sum price (stated in the

Schedule of Unit Prices) equal to the percentage complete of the overall project work.

2.04 Clearing and Grubbing BID - ITEM 4

Lump sum payment shall be made for the complete installation of a new fuel management system including point of sale equipment, 30 (minimum) programmed keys/cards, automatic fuel tank gauges system, tank leak detection system, electrical, communications and other required work and equipment.

2.05 Erosion Control and Pollution Abatement BID ITEM 5

01 20 00-3 PCU-005224A

Lump sum payment will be made based on completion of erosion control silt fencing, floating turbidity barriers, and other means necessary in accordance with the contract plans and specifications. Payment will be full compensation for all materials, labor, equipment, and work necessary to complete the work in accordance with Town/City/State/Federal requirements and the contract plans and specifications. Application for NPDES permit including NOI and application fee are included, if required.

2.06 Hand Locate and Expose Existing Utilities BID ITEM 6

Payment will be made at the contract lump sum price for field locating, exposing, and identifying all utilities in advance of pipe installation. The unit price shall be full compensation for all coordination, equipment, labor, and all other incidental items necessary to identify the location of existing utilities within the affected portion of the right of way and/or proposed route. The lump sum price shall be full compensation for labor materials and equipment necessary to field locate and expose all existing utilities after locates are called in and marked by all utility providers. The number and frequency of field locates shall vary based upon the quantity of utilities marked in the field and the pipe installation methodology/proposed depth of pipe in relation to the marked utilities. Contractor responsible for provision and installation of open cut and piping in order to avoid utility conflicts.

Payment shall be based on the percentage of the lump sum price (stated in the Schedule of Unit

Prices) equal to the percentage complete of the overall project work.

2.07 BID ITEM 7

State of Florida Trench Safety Act

2.08 BID ITEM 8

Payment will be made at the contract unit price for all materials, equipment and labor required to provide and install the tapping sleeve and valve as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the tapping valve and sleeve as shown on the plans and specifications.

2.09 with Concrete Support Block BID ITEM 9 provide and install the line stop and concrete support block as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately

01 20 00-4 PCU-005224A

as a Bid Item, i.e., driveways) necessary to complete installation of the line stop and concrete support block as shown on the plans and specifications.

2.10 Gate Valve and Box BID ITEM 10

provide and install the gate valve and box as shown in the plans and described in the specifications.

Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, valve box and collar, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the gate valve and box as shown on the plans and specifications.

2.11 apter Coupling BID ITEM 11 provide and install the steel pipe to flanged ductile iron adapter coupling as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the adapter coupling as shown on the plans and specifications.

2.12 BID ITEM 12

Payment will be made at the contract unit price per linear foot for all materials, equipment and labor required to provide and install the steel pipe as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, testing, inserts, materials, fittings, restrained joints, welding, coating, -of-way restoration of all construction related disturbed areas where separate items (driveways, etc) are not paid for separately and all items necessary to complete installation of the pipe as shown on the plans and specifications.

2.13 Ductile Iron Pipe BID ITEM 13

Payment will be made at the contract unit price per linear foot for all materials, equipment and labor required to provide and install the ductile iron pipe as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, testing, inserts, materials, fittings, restrained hydrostatic testing, right-of-way restoration of all construction related disturbed areas where

01 20 00-5 PCU-005224A

separate items (driveways, etc) are not paid for separately and all items necessary to complete installation of the pipe as shown on the plans and specifications.

2.14 Furnish and Ductile Iron 90-degree elbow BID ITEM 14

provide and install the 90-degree elbow as shown in the plans and described in the specifications.

Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid

Item, i.e., driveways) necessary to complete installation of the fittings as shown on the plans and specifications.

2.15 Furnish and Install 12 Blowoff Assembly BID ITEM 15

provide and install the tee, blowoff assembly as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, bollards, valve box and collar, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the tee, above grade blowoff assembly, and below grade 6 as shown on the plans and specifications.

2.16 Furnish and Install Cathodic Protection for Steel Pipe BID ITEM 16

Payment will be made at the contract lump sum price for all materials, equipment and labor required to provide and install cathodic protection for steel pipe as shown in the plans and described in the specifications. Payment shall include all required testing for final acceptance. The lump sum price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, bollards, welding, anodes, pipes, wires, testing, commissioning, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the cathodic protection as shown on the plans and specifications.

2.17 Ancillary Parts BID ITEM 17

to provide and install any ancillary parts as shown in the plans and described in the specifications.

The lump sum price shall be full compensation for all dewatering, excavation, backfill, compaction

& testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, bollards, valve box and collar, successful hydrostatic testing, right-of-way restoration (including sodding of

01 20 00-6 PCU-005224A

disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the ancillary parts as shown on the plans and specifications.

2.18 Alternate Bid Item Furnish and Install Two (2) Additional Stops, Concrete Support Blocks, and Supplemental Appurtenances BID ITEM 18 to provide and install the two (2) additional line stops, concrete support blocks and supplemental appurtenances. Payment shall include all required testing for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the additional line stops, concrete support blocks and supplemental appurtenances.

01 25 00-1 PCU-005224A

SECTION 01 25 00

SUBSTITUTION PROCEDURES

1.01 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.

1.02 SUBSTITUTION AFTER EXECUTION OF AGREEMENT

A. After execution of the Agreement, substitution of materials or equipment supplied by manufacturers or suppliers other than those listed, will be considered only if it is demonstrated by the Contractor that:

1. The material or equipment proposed for substitution is superior in design, construction and/or efficiency to that of the listed manufacturer or supplier;

2. The material proposed for substitution is in every way equal to that of the listed supplier, and that availability and/or delivery of listed materials within the time frame scheduled cannot be met; or

01 25 00-2 PCU-005224A

3. The material proposed for substitution is in every way equal to that of the listed supplier and is available at a lower cost. In the event such a substitution is allowed, the

Contractor shall accept and execute a Change Order reducing the Contract Price by an amount equal to the cost differential.

1.03 EQUIVALENT MATERIALS AND EQUIPMENT

A. Whenever materials or equipment are specified or described in the Drawings or

Specifications by using the name of a proprietary item or the name of a particular manufacturer, fabricator, supplier or distributor, the naming of the item is intended to establish the type, function, and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other manufacturers, fabricators, suppliers or distributors may be accepted by the Engineer. If it is determined that the material or equipment proposed is equivalent to that named.

B. It is not the intent of the Contract Documents to function as proprietary specifications.

Where a particular manufacturer make and model are cited and specifically required for interchangeability of parts and/or match existing equipment, this has been so stated in the

Specifications.

PART 2 - PRODUCTS

(Not Applicable)

PART 3 - EXECUTION

(Not Applicable)

01 29 73-1 PCU-005224A

SECTION 01 29 73

SCHEDULE OF VALUES

A. Scope of Work:

1. Submit to the Engineer a Schedule of Values allocated to the various lump sum portions of the Work, at the Pre-Construction Conference, and as otherwise specified or requested to be submitted earlier as evidence of the Apparent Low

Bidder's qualifications.

2. Upon request of the Engineer support the values with data which will substantiate their correctness. The data shall include, but not be limited to quantity of materials, all sub-elements of the activity, and their units of measure.

3. The Schedule of Values shall establish the actual value for each activity of the

Work to be completed taken from the approved Critical Path Method (CPM)

Construction Schedule and shall be used as the basis for the Contractor's

Applications for Payment.

B. Related Requirements Described Elsewhere:

1. Conditions of the Construction Contract.

1.02 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Identify schedule with:

1. Title of project and location.

2. Owner and purchase order number.

3. Engineer and project number.

4. Name and address of Contractor.

5. Contract designation.

6. Date of submission.

B. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing item prices for progress payments during construction.

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