TECHNICAL_SPECIFICATIONS.pdf

TECHNICAL

SPECIFICATIONS

CCSWDC LEACHATE STORAGE PONDS

CIP No. 88087

TECHNICAL SPECIFICATIONS

BID DOCUMENTS

Owner:

SARASOTA COUNTY BOARD OF COUNTY COMMISSIONERS

1660 Ringling Boulevard Sarasota, Florida 34236

Engineer:

JONES EDMUNDS & ASSOCIATES, INC.

13545 Progress Boulevard, Suite 100

Alachua, Florida 32615

Project No. 19006-074-01

February 2024

19006-074-01 TABLE OF CONTENTS

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TABLE OF CONTENTS

DIVISION 1—GENERAL REQUIREMENTS

01000 PROJECT REQUIREMENTS

01100 SUMMARY OF WORK

01200 MEASUREMENT AND PAYMENT

01290 SCHEDULE OF VALUES

01310 CONSTRUCTION COORDINATION

01320 PROGRESS SCHEDULE

01325 CONSTRUCTION PHOTOS AND VIDEOS

01330 SUBMITTALS AND ACCEPTANCE

01350 ENVIRONMENTAL PROTECTION PROCEDURES

01400 QUALITY REQUIREMENTS

01450 TESTING AND TESTING LABORATORY SERVICES

01500 TEMPORARY FACILITIES AND CONTROLS

01520 FIELD OFFICES

01600 MATERIALS AND EQUIPMENT

01650 DELIVERY, STORAGE, AND HANDLING

01720 FIELD ENGINEERING

01740 FINAL CLEANING

01755 EQUIPMENT TESTING AND STARTUP

01770 PROJECT CLOSEOUT

01780 WARRANTIES AND BONDS

01785 RECORD DOCUMENTS

01800 HEALTH AND SAFETY PLAN

01830 OPERATIONS AND MAINTENANCE MANUALS

DIVISION 2—SITE CONSTRUCTION

02070 GEOCOMPOSITE

02071 GEOMEMBRANE (HDPE)

02072 GEOSYNTHETIC CLAY LINER

02074 GEOTEXTILE

02230 SITE PREPARATION

02240 DEWATERING

02301 EARTHWORK FOR LANDFILL CONSTRUCTION

02305 EARTHWORK FOR UTILITIES

19006-074-01 TABLE OF CONTENTS

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02370 EROSION AND SEDIMENTATION CONTROL

02700 PAVING

02920 SEEDING AND SODDING

DIVISION 9—FINISHES

09900 PAINTING AND COATING

DIVISION 11—EQUIPMENT

11000 GENERAL EQUIPMENT REQUIREMENTS

11300 LEACHATE PUMPS

11356 END-SUCTION CENTRIFUGAL PUMPS

11500 SURFACE ASPIRATING AERATOR

DIVISION 13—SPECIAL CONSTRUCTION

13421 FLOW METERS

DIVISION 15—MECHANICAL

15055 PIPING SYSTEMS—GENERAL

15060 PIPE SUPPORTS

15110 MANUAL, CHECK, AND PROCESS VALVES

15125 PIPING APPURTENANCES

15144 PRESSURE TESTING OF PIPING

15146 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE

15155 DUCTILE IRON PIPE AND FITTINGS

15250 SMALL-DIAMETER PIPING

DIVISION 16—ELECTRICAL

16401 LOW-VOLTAGE ELECTRICAL WORK—GENERAL REQUIREMENTS

DIVISION 1

GENERAL REQUIREMENTS

19006-074-01 01000-1 PROJECT REQUIREMENTS

SECTION 01000

PROJECT REQUIREMENTS

PART 1 GENERAL

1.01 DEFINITIONS

A. Owner – The term “Owner” when used in the Technical Specifications refers to the entity with whom the Contractor has entered into the Agreement for this project and for whom the Work is to be performed. The term “Owner” also encompasses representatives of the Owner including the Engineer.

1.02 SCOPE OF WORK

A. 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 01100, 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 Owner 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. The Contractor 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 therefor.

3. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the Owner, 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 Owner notwithstanding.

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1.03 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 Owner, it becomes necessary to explain more fully the Work to be done or to illustrate the Work further or to show any changes that may be required, the Owner will prepare drawings known as Supplementary Drawings, with specifications pertaining to such Drawings, and the Contractor will be furnished one complete set of reproducible black-line prints (22 inches by 34 inches) and one reproducible copy of the specifications, or alternatively may be provided electronic files in PDF format, at the Contractor’s option.

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 therefor 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 Owner, and shall notify the Owner of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting therefrom, 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 Owner should such errors or omissions be discovered.

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

D. Specifications: The Technical Specifications each consist of three parts: General, Products, and Execution. The General part of a Specification contains General Requirements that govern the Work. The Products and Execution parts modify

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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.

1.04 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 Owner’s option that the manufacturer or subcontractor deal directly with the Owner. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract.

2. Any two 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.

B. Delivery

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

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

C. Tools and Accessories

1. Unless otherwise stated in the Contract Documents, the Contractor shall furnish each type, kind, or size of equipment one complete set of suitably

19006-074-01 01000-4 PROJECT REQUIREMENTS

marked high-grade special tools and appliances that 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 help the Contractor, when required, 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 Contractor, the manufacturer’s engineer or superintendent shall make all adjustments and tests required by the Owner to prove that the 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.

1.05 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. Reports shall be submitted and authoritative certification thereof must be furnished to the Owner as a prerequisite for the acceptance of any material or equipment.

2. If, in the making of any test of any material or equipment, the Owner ascertains 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.

19006-074-01 01000-5 PROJECT REQUIREMENTS

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 that may occur to the equipment before the time when the Owner formally takes over the operation thereof.

B. Costs

1. The Contractor shall provide all inspection and testing of materials furnished under this Contract, unless otherwise expressly specified.

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

3. The Owner may test materials and equipment submitted by the Contractor as the equivalent to those specifically named in the Contract for compliance. The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials and equipment that are rejected for non-compliance.

C. Certificate of Manufacture

1. The Contractor shall furnish the Owner with 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 that shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. 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 Owner for approval.

3. The Contractor shall bear the cost of shop tests and of furnishing manufacturer’s preliminary and shop test data of operating equipment.

19006-074-01 01000-6 PROJECT REQUIREMENTS

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 that does not comply with the requirements of the Contract Documents, the Contractor shall, before 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. Before the 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.

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. The Contractor shall assist in the demonstration tests as applicable.

1.06 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 Owner. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2. The Contractor will establish benchmarks and coordination points using Surveys, where provided in the Contract Drawings. Where not provided in the Contract Drawings, the benchmarks and coordination points will be established by the Contractor at no additional cost to the Owner.

Reference marks for lines and grades as the Work progresses will be located by the Contractor to cause as little inconvenience to the prosecution of the Work as possible. The Contractor shall place excavation and other materials so as to cause no inconvenience in the use of the reference marks provided. He shall remove any obstructions he places contrary to this provision.

B. Surveys

1. At his own expense, the Contractor shall furnish and maintain stakes and other such materials.

19006-074-01 01000-7 PROJECT REQUIREMENTS

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

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

C. Safeguarding Marks

1. The Contractor shall safeguard all points, stakes, grade marks, monuments, and benchmarks 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 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 they are disturbed or destroyed.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

19006-074-01 01100-1 SUMMARY OF WORK

SECTION 01100

SUMMARY OF WORK

PART 1 GENERAL

1.01 SCOPE OF WORK

Unless otherwise expressly provided in the Contract Documents, the Work must be performed in accordance with best modern practice, with materials and workmanship of the highest quality to the satisfaction of the Engineer.

A. The Project title is CCSWDC Leachate Storage Ponds.

B. The Work of this Project is defined in the Agreement.

C. The Specification divisions and Drawings are an integrated part of the Contract Documents and, as such, will not stand alone if used independently as individual sections, divisions, or drawing sheets. The Drawings and Specifications establish minimum standards of quality for this project. They do not purport to cover all details entering into the design and construction of materials and equipment.

D. The Project is in Sarasota County, Florida, at the Central County Solid Waste Disposal Complex (CCSWDC). The Contractor shall be aware of the nature of the activities at a landfill that may restrict access to the portions of the site due to general landfill operations and may require certain health and safety measures during construction. The Contractor shall coordinate with the Engineer to determine when certain areas of the site may be unavailable for work.

E. The Contractor shall not interfere with landfill operations. If construction activities require closing any paved on-site roads, the Contractor shall set up a detour and coordinate scheduling with the landfill Operations Manager. Signs and traffic control personnel shall be provided by the Contractor.

1.02 REFERENCE STANDARDS

Reference standards and recommended practices referred to herein shall be the latest revision of any such document in effect at the bid time. The following documents are a part of this Section.

Where this Section differs from these documents, the requirements of this Section shall apply.

A. American Association of State Highway and Transportation Officials (AASHTO) Formerly (AASHO)

B. American Concrete Institute (ACI) C. American Institute of Steel Construction (AISC)

19006-074-01 01100-2 SUMMARY OF WORK

D. American Iron and Steel Institute (AISI) E. American National Standards Institute (ANSI) F. American Standards Association (ASA) G. American Society of Mechanical Engineers (ASME) H. American Society for Testing and Materials (ASTM) I. American Water Works Association (AWWA) J. American Welding Society (AWS) K. Anti-Friction Bearing Manufacturer's Association (AFBMA) L. Building Officials and Code Administrators International, Inc. (BOCA) M. Construction Specifications Institute (CSI) N. Federal Specification (FS) O. Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, Latest English Edition (Standard Specifications) P. FDOT Roadway and Traffic Design Standards Latest English Edition (FDOT

Index) Q. Geosynthetics Institute (GSI) R. National Bureau of Standards (NBS) S. National Electrical Manufacturer's Association (NEMA) T. National Fire Protection Association (NFPA) U. Portland Cement Association (PCA) V. Occupational Safety and Health Act (Public Law 91-596), U.S. Department of

Labor (OSHA) W. Steel Structures Painting Council (SSPC) X. Southern Standard Building Code (SSBC) Y. Underwriters' Laboratories, Inc. (UL) Z. United States of America Standards Institute (USASI) AA. Regulations of Florida Industrial Commission Regarding Safety BB. All local, state, county, or municipal building codes requirements of the Owner's

Insurance

1.03 WARRANTIES

A. Warranties shall be in accordance with Part B, Conditions of the Contract, and Section 01780, Warranties and Bonds.

1.04 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in Section 01650, Delivery, Storage, and Handling, for storing and protecting the items specified in this Section.

19006-074-01 01100-3 SUMMARY OF WORK

1.05 GENERAL REQUIREMENTS

A. Unless otherwise specified on the Construction Drawings or Specifications, all work and the quality of materials shall conform to the referenced sections of the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, Supplementary Specifications, and Roadway and Traffic

Design Standards. The Contractor shall retain on the job site copies of these standard FDOT documents. The basis of payment shall conform to Section 01200, Measurement and Payment, of the General Requirements.

1.06 WORKING HOURS

A. Normal landfill hours are as defined in the Special Conditions.

B. Allowable work times are as defined in the Special Conditions.

1.07 REIMBURSEMENT FEES

A. Reimbursement fees are as defined in the Special Conditions.

1.08 OWNER OCCUPANCY AND LANDFILL OPERATIONS

A. The Contractor shall cooperate with the Owner and Engineer during construction operations to minimize conflicts with Owner work and facilitate Owner usage.

The Contractor shall perform the Work so as to not interfere with the Owner’s operations, maintenance, environmental monitoring, and other Owner activities at the site.

B. Contractor Staging Area: The Contractor staging area shall be as indicated in the Bid Documents. The Contractor shall record pre-construction photographs of this area and shall be required to restore this area to its pre-construction condition.

Ponded water shall not be allowed in this area.

1.09 SITE CONDITIONS

A. The Contractor shall field verify the location of existing features before beginning construction.

B. The Contractor shall enforce safety procedures to minimize hazards to workers, the public, and the environment.

19006-074-01 01100-4 SUMMARY OF WORK

19006-074-01 01200-1 MEASUREMENT AND PAYMENT

SECTION 01200

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SCOPE OF WORK

A. This Section covers methods of measurement and payment for items of work under this Contract.

B. The total Contract Price shall cover all work required by the Contract Documents.

All cost in connection with the proper and successful completion of the work including furnishing all materials, equipment, and tools and performing all necessary labor and supervision to fully complete the work, shall be included in the unit price and lump-sum Bid prices. All work not specifically set forth as a pay item in the Bid Form or Bid Schedule shall be considered a subsidiary/ ancillary obligation of the Contractor and all costs in connection with these subsidiary/ancillary obligations shall be included in the Bid(s) to provide a complete and functional Project.

1.02 WARRANTIES

A. Warranties shall be in accordance with General Conditions, Supplementary

Conditions, and Section 01780, Warranties and Bonds.

1.03 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in Section 01650, Delivery, Storage, and Handling, for storing and protecting the items specified in this Section.

1.04 EXCAVATION, TRENCHING, AND CLEARING

A. Except where otherwise specified, the unit price or lump-sum price bid for each item of work which involves excavation, trenching, clearing, grubbing, or disposal of cleared and grubbed materials shall include all costs for such work.

No direct payment shall be made for clearing, grubbing, disposal of cleared or grubbed materials, excavation, trenching, disposal of surplus excavated material, handling water (and groundwater), and purchasing and hauling of required fill material. All excavation and trenching shall be unclassified as to materials which may be encountered; in addition, trenches shall be unclassified as to depth, unless otherwise stated.

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1.05 LUMP SUM

A. For lump-sum items, payments shall be made to the Contractor in accordance with an accepted Schedule of Values on the basis of actual work completed and accepted by the Owner at the final completion of the Project.

1.06 UNIT PRICE

A. For unit price items, payment shall be made based on the actual amount of work accepted by the Engineer and for the actual amount of materials in place at the final completion of the Project, as confirmed by the final measurements.

B. After the work is completed and before final payment is made, the Engineer will make final measurements, with all required assistance from the Contractor, to determine the quantities of various items of work accepted as the basis for the final unit price payment.

1.07 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of unit price work not requiring a Change

Order(s), as herein provided for, are ordered and performed, the Contractor shall accept payment in full at the Contract unit price multiplied by the actual quantities of work constructed and accepted by the Engineer at the completion of the project.

B. The actual percentage of each lump-sum bid item completed by the Contractor and accepted by the Engineer at the final completion of the Project will be paid to the Contractor.

1.08 DELETED ITEMS

A. The Engineer may at any time order deletions or revisions in the work. This action shall in no way invalidate the Contract and no financial allowance or compensating payment for anticipated profit, overhead, etc., will be made for items so eliminated in making final payment to the Contractor.

1.09 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the work progresses. Partial payment shall be made subject to the provisions of the Part B, Conditions of the Contract.

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1.10 PAYMENT FOR STORED MATERIAL DELIVERED TO THE PROJECT

A. When requested by the Contractor and at the discretion of the Owner and

Engineer, payment may be made for all or part of the value of acceptable materials and equipment to be incorporated into bid items, which have not been used, and which have been delivered to the construction site or placed in storage places acceptable to the Engineer. The Contractor shall provide receipts for all stored material items requested for reimbursement which clearly identify the stored material item, where it is to be constructed, the unit cost of the item, as well as the total cost of the delivered item(s), the quantity of the item, the brand name of the item, and the supplier. Note that there are additional documentation requirements and storage requirements within the Contract Documents that must also be met before the Contractor can be reimbursed for these stored materials.

B. No payment shall be made for fuels, supplies, installation or connection hardware, lumber, false work, or other similar materials or on temporary structures or other work (items) of any kind which are not a permanent part of the Contract. Items having a value of less than $2,500 shall not be compensated for as a stored material item.

1.11 FINAL PAYMENT

A. If requested by the Engineer, the Contractor shall field verify all quantities in dispute by using visual observation, taped measurements, or other methods designated by the Engineer. The field verification shall be made in the presence of the Engineer and agreed to by both the Engineer and the Contractor. The Engineer will prepare a final adjusting Change Order that will adjust the final quantities of the project Bid Schedule to reflect the actual work accepted by the Engineer and for which the Contractor will be compensated.

1.12 SCHEDULE OF VALUES

A. A preliminary schedule of values shall be submitted at the pre-construction conference. A full schedule of values shall be submitted and accepted before the

Notice to Proceed. The schedule of values shall be based on the prices bid in the

Bid Schedule(s). Prices bid in the Bid Schedule(s) cannot be changed in the schedule of values; they can only be broken down into more detail so that the

Engineer can more accurately review and approve the Contractor’s pay application for the completed work.

1.13 MISCELLANEOUS CONSTRUCTION ITEMS

A. The Contractor shall take all precautions necessary to protect existing utilities, roads, and miscellaneous items from damage during construction.

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B. The Contractor shall repair, relocate, or replace existing utilities, roadways, and miscellaneous items to pre-construction conditions. The repair of asphalt roads includes but is not limited to supplying, hauling, and placing stabilized subgrade, asphalt, limerock, traffic signs, and roadway markings.

C. All repairs, relocations, and replacements necessary are considered incidental to the work and will be at the Contractor’s cost, with no cost to the Owner.

D. The lump-sum bid items for all pipe items shall constitute full compensation for furnishing, laying, jointing, and testing of pipe; dewatering; excavation and backfill; and cleanup.

PART 2 PAY ITEM DESCRIPTIONS

2.01 BID

The descriptions provided in the following Paragraphs are to be used by the Bidder in preparing the Bid Schedule(s). They generally indicate how the major workscope items and their respective costs are to be separated into the line items listed in the Bid Schedule(s). These descriptions are not fully representative nor all-inclusive of the work required to complete the project in accordance with the Contract Documents. It is the Bidder's responsibility to include all required costs within the most appropriate line item(s).

GENERAL

Item 1. Mobilization and Demobilization

a. This item includes all costs for construction preparatory operations including but not limited to movement of personnel and equipment to and from the site, field offices, sanitary facilities, project administration and management, insurance, bonds, Owner and Engineer indemnification, temporary utilities, permits related to construction, and all other similar activities and facilities necessary for executing this project.

b. This item also includes all costs for establishing, maintaining, and monitoring a complete and comprehensive site health and safety program during the execution of the Contract that complies with all local, state, and federal safety guidelines and laws.

c. This item shall not exceed 5% of the total Base Bid.

d. This item is lump sum.

e. The Contractor will be paid 40% of this item upon completion of mobilization and 10% upon demobilization; the remainder will be paid on a prorated basis equally over the remaining scheduled construction duration.

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Item 2. Environmental Protection

a. This item includes but is not limited to:

i. All costs for providing and implementing a comprehensive environmental protection program for the project site and areas affected by the construction whether or not it is specifically delineated in the Drawings and stated in the

Specifications.

ii. Providing all labor, equipment, and materials necessary to prevent environmental damage to the soil, water, and air in conformance with all local, state, and federal laws.

iii. Examples include control of stormwater, erodible soils, noise, dust, pollutants, trash, waste, pumping discharge, and any other substance or activity that may adversely impact the environment.

iv. Performing and obtaining required permits identified by the Contractor, and monitoring, maintenance, and restoration of the site.

b. This item is lump sum.

c. The Contractor will be paid 50% of this item upon establishing environmental protection as determined by the Engineer and submitting the Florida Department of Environmental Protection (FDEP) National Pollutant Discharge Elimination

System (NPDES) Construction General Permit Notice of Intent. The remain lump-sum price will be paid on a prorated basis equally over the remaining construction duration.

Item 3. Construction Surveying and Record Drawings

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to perform construction surveying and provide Record Surveys and Record Drawings.

ii. Establishing vertical control and horizontal control, staking out and re-staking construction, and performing record surveying throughout the construction duration including partial surveys of the subgrade as it is prepared for geosynthetic installation.

iii. Performing a pre-construction topographic survey of the project area within the limits of construction before earthwork begins.

iv. Updating the electronic copy of the Record Drawings, identifying items that were revised during the project, and providing electronic (.pdf and .dwg) and paper copies.

v. Providing all required surveys signed and sealed by a Florida-licensed professional engineer or professional surveyor and mapper, in electronic (.pdf and .dwg) and paper formats.

vi. Producing required documentation and performing all related work as shown on the Drawings and stated in the Specifications.

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b. This item is lump sum.

c. A maximum of 60% of this item will be paid on a prorated basis equally over the construction duration. Once the Record Drawings and Record Surveys have been determined to be complete in accordance with the requirements of the

Specifications as determined by the Engineer, the remaining lump-sum price will be paid to the Contractor.

Item 4. Clearing, Grubbing, and Stripping

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to clear, grub, and strip as required within the limits of construction.

ii. Clearing vegetation, grubbing soil, stripping topsoil, stripping mulch, and loading, hauling, and unloading material at a location designated by the

Engineer.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of clearing, grubbing, and stripping completed and accepted as determined by the Engineer.

Item 5. Dewatering

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to permit, design, construct, implement, maintain, and operate a dewatering system and surface-water management system.

ii. Developing dewatering and effluent disposal plans and surface-water management plans, constructing the systems, operating and maintaining the systems, and preventing surface-water discharge from other locations onto the project site.

iii. Obtaining permits including applicable permit fees from all regulatory agencies with jurisdiction to operate and maintain the dewatering system and discharge dewatering effluent as required.

iv. Field monitoring and testing of the dewatering discharge/effluent related to permit and regulatory requirements as needed.

v. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. The Contractor will be paid 60% of this item on installing and starting up an approved dewatering system, surface-water management system, and dewatering effluent requiring an off-site disposal system, and 10% on removing dewatering equipment including abandoning associated components and removing the temporary portions of the surface-water management system as determined by the

19006-074-01 01200-7 MEASUREMENT AND PAYMENT

Engineer. The remainder will be paid on a prorated basis equally over the duration of construction.

Item 6. Earthwork – Subgrade Excavation to Backfill

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services related to earthwork necessary to excavate and backfill to construct the leachate storage ponds, anchor trenches, and all other earthwork.

ii. Excavating from the project subgrade, loading, hauling, unloading, placing, spreading, compacting, grading, quality control (QC) testing, reworking and retesting, maintaining, and protecting the completed earthwork; correcting wind and stormwater impacts; and assisting with MQA and CQA testing and retesting.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of completed, tested, and approved backfill and subgrade as determined by the Engineer.

Item 7. Earthwork – Supply Material and Install

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services related to earthwork necessary to supply soil materials from the Contractor’s source, including procuring, purchasing, and installing to construct the leachate storage ponds, anchor trenches, and all other earthwork in excess of the on-site soil available in

Item No. 5 above.

ii. No on-site borrow source is available except the soils excavated from the project site that meet the soil specifications.

iii. Excavating from the Contractor’s source, loading, hauling, stockpiling, loading, placing, compacting, grading, QC testing, reworking and retesting, maintaining, and protecting the completed earthwork; correcting wind and stormwater impacts; and assisting with MQA and CQA testing and retesting.

iv. Producing required documentation and performing all related work as shown on the Drawings and stated in the Specifications.

b. Measurement and Payment will be on a lump-sum basis based on the percentage of the completed, installed, tested, and approved soil.

Item 8. Geosynthetic Clay Liner (GCL)

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to furnish and install the GCL.

19006-074-01 01200-8 MEASUREMENT AND PAYMENT

ii. Procuring, testing, transporting, unloading, storing, handling, and installing

GCL.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of area of GCL completed, tested, and approved for overlying the primary and secondary geomembrane placement as determined by the Engineer.

d. The quantity of GCL required for testing, overlapping, tying-in, anchoring, and wasting shall be incidental to this work.

Item 9. Secondary Geomembrane

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to furnish and install the secondary geomembrane.

ii. Procuring, testing, transporting, unloading, storing, handling, uncovering existing geomembrane at tie-in locations, and installing the secondary geomembrane.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on percentage of area of the secondary geomembrane completed, tested, and approved for overlying the secondary geocomposite placement as determined by the Engineer.

d. The quantity of secondary geomembrane required for testing, overlapping, tying-in, anchoring, and wasting shall be incidental to this work.

Item 10. Secondary Geocomposite

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to furnish and install the secondary geocomposite.

ii. Procuring, testing, transporting, unloading, storing, handling, and installing the secondary geocomposite.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of area of the secondary geocomposite completed, tested, and approved for overlying the primary geomembrane placement as determined by the Engineer.

d. The quantity of secondary geocomposite required for testing, overlapping, tying-in, anchoring, and wasting shall be incidental to this work.

19006-074-01 01200-9 MEASUREMENT AND PAYMENT

Item 11. Primary Geomembrane

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services necessary to furnish and install the primary geomembrane.

ii. Procuring, testing, transporting, unloading, storing, handling, uncovering existing geomembrane at tie-in locations, and installing the primary geomembrane.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of area of the primary geomembrane completed, tested, and approved for overlying the primary geocomposite placement as determined by the Engineer.

d. The quantity of primary geomembrane required for testing, overlapping, tying-in, anchoring, and wasting shall be incidental to this work.

Item 12. Pump Station and Sumps

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services associated with the leachate pump stations, piping, sumps, side-slope risers, valve, meters, appurtenances, and connections to the existing piping systems.

ii. Supplying, loading, transporting, unloading, fabricating, excavating, backfilling, and testing the leachate pump stations, piping, and side-slope riser systems; concrete slabs and subgrade; asphalt paving with stabilized subgrade and limerock base; and bollards, piping, fittings, control panels, piping, riser pipes, gravel sumps, and appurtenances.

iii. Furnishing and installing the leachate-removal pumping systems, controls and associated work, pumps, discharge line, pull cable, connection to blind flange adaptor, control panel, junction boxes, power transfer switch, electrical power to the control panel, electrical services, conduit installation, controls systems and connections, extensions, valves, meters, level sensors, floats, and piping;

and testing, startup, and training.

iv. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments for this item will be paid based on the percentage of completed and approved work.

d. The maximum amount paid will be 80% of the lump-sum price until the pump stations are demonstrated to be fully functional, Record Documents are approved, startup is completed, and all work for this item is accepted as determined by the

Engineer.

19006-074-01 01200-10 MEASUREMENT AND PAYMENT

Item 13. Mechanical Aerator

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services required to furnish and install mechanical aerators and appurtenances.

ii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of work completed and accepted as determined by the Engineer.

Item 14. Seeding and Sodding

a. This item includes but is not limited to:

i. All labor, equipment, materials, and services required to furnish and install sod and to mulch and seed.

ii. Preparing topsoil (excluding the drainage soil stockpiles) and fertilizing, watering, and mowing until established.

iii. Producing required documentation and performing all related work as shown on the Drawings and as stated in the Specifications.

b. This item is lump sum.

c. Partial payments will be paid based on the percentage of work completed and accepted as determined by the Engineer.

19006-074-01 01290-1 SCHEDULE OF VALUES

SECTION 01290

SCHEDULE OF VALUES

PART 1 GENERAL

1.01 SUBMITTALS

The Contractor shall submit shop drawings in accordance with Section 01330, Submittals and Acceptance:

A. To the Engineer, a proposed Schedule of Values allocated to the various portions of the Work, in accordance with Section 01000, Project Requirements, and Section 01200, Measurement and Payment.

B. Upon request of the Engineer, supporting data, which will substantiate the values’ correctness.

C. The accepted Schedule of Values shall be used only as the basis for the Contractor’s Applications for Payment.

D. An update and resubmittal of the Schedule of Values when Change Orders affect the listing or when the actual performance of the Work involves necessary changes of substance to values previously listed and approved.

E. Schedule of Values

1. Submit typed schedule on EJCDC 1910-8-E forms provided by the Engineer. The Contractor’s standard form or electronic media printout will be considered.

2. Submit Schedule of Values in duplicate within 10 days after the date of Owner-Contractor Agreement.

3. Format – Use the schedule of prices in the Bid Proposal. Show the cost breakdown for each lump-sum item. The lump-sum breakdown shall, at a minimum, use the Table of Contents of this manual outline. Identify each line item with the number and title of the major Specification Section.

Identify site mobilization and demobilization, bonds and insurance, Record Drawings, photographs, and operations and maintenance manuals, etc.

4. For unit cost allowances, identify quantities taken from the Contract Documents multiplied by the unit cost to achieve the total for the item.

19006-074-01 01290-2 SCHEDULE OF VALUES

5. Include within each line item a direct proportional amount of the Contractor’s overhead and profit.

6. Revise the schedule to list approved Change Orders with each Application for Payment.

1.02 CASH ALLOWANCES

A. Costs Included in Allowances—The cost of the product to the Contractor or subcontractor, less applicable trade discounts and including applicable taxes.

B. Costs Not Included in the Allowance, but Included in the Contract Price—Product handling at the site, including unloading, uncrating, and storage; protection of products from elements and from damage and labor for installation and finishing.

C. Contractor Responsibilities:

1. Execute purchase agreement with designated supplier.

2. Arrange for and process shop drawings, product data, and samples.

Arrange for delivery.

3. Promptly inspect products upon delivery for completeness, damage, and defects.

D. Differences between allowance amounts and actual costs will be adjusted by Change Order before final payment.

PART 2 PRODUCTS (NOT USED)

19006-074-01 01310-1 CONSTRUCTION COORDINATION

SECTION 01310

CONSTRUCTION COORDINATION

PART 1 GENERAL

1.01 SCOPE OF WORK

A. The Contractor shall coordinate Work with that of other construction projects as needed.

B. Before starting Work and from time to time as the Work progresses, the Contractor and each subcontractor shall examine the work and materials installed by others as it applies to its own work and shall notify the Engineer immediately in writing if any conditions exist which will prevent satisfactory results in the installation of the system. Should the Contractor or subcontractor start work without such notification, it shall be construed as an acceptance of all claims or questions as to the suitability of the work of others to receive its Work. The Contractor shall remove and/or replace, at its own expense, all work under this Contract that may have to be removed on account of such defects or omissions.

1.02 SUBMITTALS

The Contractor shall submit shop drawings in accordance with Section 01330, Submittals and Acceptance:

A. The Contractor shall ensure that all drawing, product data, and samples comply with Contract Documents and field dimensions and clearances.

B. The Contractor shall submit requests for interpretation of Contract Documents in a timely fashion to ensure there are no disruptions with the Work as scheduled.

Obtain instructions through the Engineer to resolve all queries.

C. Process requests for substitutions and Change Orders through the Engineer.

D. Deliver close-out submittals to the Engineer.

1.03 WORK SEQUENCE

A. The Contractor shall submit a preliminary Progress Schedule, in accordance with Section 01320, Progress Schedule, to the Engineer. After review, the Contractor shall revise and resubmit the Progress Schedule to comply with requested revisions.

19006-074-01 01310-2 CONSTRUCTION COORDINATION

1.04 CONSTRUCTION MOBILIZATION

The Contractor shall do the following:

A. Cooperate with the Engineer in allocating mobilization areas on site for field offices and sheds, access, traffic, and parking facilities. During construction, the Contractor shall coordinate the use of the site and facilities through the Engineer.

B. Comply with the Engineer's procedures for intra-project communications:

submittals, reports and records, schedules, coordination drawings, recommendations, and resolution of ambiguities/conflicts.

C. Comply with the Engineer’s instructions for use of temporary utilities and construction facilities.

D. Coordinate field engineering and layout work under instructions of the Engineer.

E. Coordinate scheduling, submittals, and work of the various sections of Contract Documents to ensure the efficient and orderly sequence of installation of construction elements, with provisions for accommodating items to be installed later.

F. Coordinate the sequence of Work to accommodate the Owner occupancy as specified in the Contract Documents.

G. In addition to Progress Meetings specified in Section 01320, Progress Schedule, hold pre-construction conferences with personnel and Subcontractors to ensure coordination of Work. The Engineer shall be informed of such meetings and shall be allowed to attend.

H. Coordinate the Work of various sections having interdependent responsibilities for installing equipment,…