Exhibit_L_-_Technical_Specifications_26-B-51IF.pdf

VOLUSIA COUNTY SUMMARY OF WORK

SOUTHEAST EXPANSION AREA 01010-1 2/2/2026

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. The WORK for this CONTRACT consists of constructing an approximately 30-acre landfill, lined leachate pond, truck unloading area, and associated pumpstations and forcemain at the Tomoka Farms Road Landfill located in Volusia County, Florida referred to as the Southeast Expansion Area Cell 1 Construction (PROJECT). The WORK to be performed by the CONTRACTOR consists of, but is not limited to, furnishing all labor, materials, equipment, tools, transportation, incidentals and operations, and performing all WORK necessary to complete the PROJECT in accordance with the CONTRACT DRAWINGS and

SPECIFICATIONS.

B. All incidental, minor, and miscellaneous labor, materials, and WORK items not specified or shown, but are necessary to complete the indicated WORK and maintain and repair the WORK, or which may be reasonably implied to include, shall be completed and furnished by the CONTRACTOR without additional cost to the OWNER.

C. The WORK for the PROJECT includes, but is not limited to, excavation and grading, dewatering, preparation of a subbase for installation of a Geosynthetic Clay Liner (GCL), installation of two geocomposite drainage layers (leak detection and leachate collection), installation of a 60 mil textured High Density Polyethylene (HDPE) geomembrane liner system (primary and secondary), constructing leachate collection trench and piping, protective cover placement, access roads, HDPE forcemain and required plumbing and electrical work for proper operation of the leachate collection and detection pumping system, new lined leachate pond, associated lift stations and forcemains, and load-out area, installation of all required electrical service for support infrastructure, system start-up and personnel training, associated quality assurance testing, and all related WORK as shown on the CONTRACT DRAWINGS and as specified in the CONTRACT DOCUMENTS.

1.2 CONSTRUCTION SEQUENCING

A. Landfill Construction

1. Construction of Cell 1 is to be constructed in 2 phases.

Cell 1 South – approximately 10 acres – the first part of Cell 1 to be constructed and certified.

Cell 1 North – approximately 20 acres - the second part of Cell 1 to be constructed and will be tied into Cell 1 South.

B. Leachate Pond Construction

Construction of a new lined leachate pond, associated lift stations, and load-out area.

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Installation of all required electrical service for leachate infrastructure.

Connection of the existing leachate pond system to the new leachate pond.

C. Ancillary Support

Installation of leachate lift stations and forcemain from Cell 1 to Leachate Pond.

Installation of all required electrical service for support infrastructure for the

PROJECT.

Construction of an access road from the entrance to Cell 1.

1.3 WORK BY OTHERS

A. WORK may be conducted at the PROJECT site by other contractors during the performance of the WORK under this CONTRACT. The CONTRACTOR shall conduct its operations to minimize interference of other contractors and shall cooperate fully with such contractors and the PROJECT representatives to provide continued safe access to perform their respective contracts and normal landfill operations.

B. The CONTRACTOR is responsible for being aware that the WORK will occur at an active landfill, where additional construction activities, including roadway entrance improvements, may also be in progress.

C. WORK is to be sequenced to accommodate work with other contractors on site or OWNER. WORK shall be sequenced in order to prevent disruption of leachate forcemain, landfill activities, or other critical operations of the landfill.

1.4 CONTRACTOR USE OF PREMISES

A. No later than 14 calendar days after notice-to-proceed, the CONTRACTOR shall arrange with the OWNER a sequence of procedures, means of access, space for storage of materials and equipment, and use of approaches and roadways. The CONTRACTOR'S use of the premises shall be confined to the areas approved by the OWNER.

B. The land available for the CONTRACTOR'S use during performance of the PROJECT will be limited to the area as shown on the CONTRACT DRAWINGS and identified as “Contractors Storage/Laydown Area.” The exact area will be determined during the pre-construction meeting with the coordination of the OWNER and CONTRACTOR.

C. Smoking is prohibited at the landfill.

D. The CONTRACTOR shall not dispose of any refuse on site without approval of the OWNER and in accordance with Section 02220 Excavation, Backfill, Fill, and Grading.

E. Areas outside the limits of construction that have been disturbed by the CONTRACTOR shall be returned to its original condition, or better, upon completion of the WORK at no additional cost to the OWNER.

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F. The CONTRACTOR shall be aware of the nature of the activities at a landfill which may restrict access to portions of the site due to general landfill operations.

G. The CONTRACTOR shall enforce safety procedures to minimize hazards to workers, the public, and the environment.

1.5 WORK HOURS

A. Regular working hours are defined as up to 10 hours per day, Monday through Saturday, beginning no earlier than 7:00 a.m. and ending no later than 5:00 p.m., excluding Sundays and OWNER observed Holidays.

B. Construction Quality Assurance (CQA) shall be the responsibility of the OWNER and CQA CONSULTANT who will act as the OWNER'S representative. The CQA CONSULTANT is a party independent of the CONTRACTOR'S, geosynthetics MANUFACTURER, and/or INSTALLER, and is responsible for field testing, observing, and documenting activities related to the construction and/or permit documents and the CQA Plan. The CQA CONSULTANT will provide a full-time CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE (CQAR) who will observe construction activities.

C. Requests for approval by the CONTRACTOR to work other than regular working hours must be submitted to the OWNER and ENGINEER at least 48 hours prior to any proposed weekend WORK or extended workweek hours.

D. Periodic unscheduled WORK hours on weekdays will be permitted provided that 48 hours notice is provided to the OWNER and ENGINEER. Maintenance and cleanup may be performed during hours other than regular working hours.

E. The CONTRACTOR will be responsible for reimbursing the OWNER for the CQAR for all WORK hours and expenses exceeding 10 hours hours per day for Monday through Saturday, Sunday WORK, and WORK on recognized Holidays which the CONTRACTOR works and the CQAR and/or ENGINEER are required to be present.

F. The CONTRACTOR shall pay to the OWNER, as reimbursement of costs incurred by the OWNER, the sum of $115 per hour and expenses for the CQAR and $185 per hour and expenses for the ENGINEER for each hour of WORK conducted on Saturday’s, Sunday’s, and recognized Holidays which the CONTRACTOR works and the CQAR, CQA CONSULTANT and/or ENGINEER are required to be present onsite or provide direction.

G. At the OWNER'S option, unscheduled WORK costs may either be deducted from the CONTRACTOR'S monthly payment request or deducted from the CONTRACTOR'S retainage prior to release of final payment.

1.6 OWNER OCCUPANCY AND LANDFILL OPERATIONS

A. The CONTRACTOR shall cooperate with the OWNER during construction operations to minimize conflicts with OWNER work and facilitate OWNER usage. The CONTRACTOR shall perform the WORK so as not to interfere with the OWNER'S operations, maintenance, environmental monitoring, and other OWNER activities at the site.

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1.7 SITE CONDITIONS

A. The landfill PROJECT area already has a stormwater management system and perimeter road, both previously constructed by others, in place. The CONTRACTOR shall be responsible for protecting all existing infrastructure from damage throughout the performance of the WORK.

B. Existing Features - The contours and spot elevations shown on the CONTRACT DRAWINGS reflect the best available information regarding existing site conditions at the time the design was prepared.

C. Preconstruction Survey - The CONTRACT DOCUMENTS require the CONTRACTOR to prepare a preconstruction survey prior to beginning WORK. Refer to Section 01050 Site Conditions Surveys for requirements.

1.8 LINES AND GRADE

A. All WORK shall be done to the lines, grades, and elevations shown on the CONTRACT

DRAWINGS.

B. Topographic survey information (north, the grid, and the coordinates shown) is referenced to the West Zone of the Florida State Plane Coordinate System, NAD 83, 1999 Adjustment. Elevations are to the National Geodetic Vertical Datum of 1929 (NGVD1929). Basic horizontal and vertical control points have been established. These points shall be used as datum for the WORK. All additional survey, layout, and measurement WORK shall be performed by the CONTRACTOR as a part of the WORK.

C. The CONTRACTOR shall provide experienced instrument personnel, competent assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout, and measurement WORK. In addition, the CONTRACTOR shall furnish, without additional cost to the OWNER, competent personnel from its force and such tools, stakes, and other materials as the ENGINEER may require in establishing or designating control points, checking survey, layout, and measurement of WORK performed by the CONTRACTOR.

1.9 REFERENCE STANDARDS

A. Reference to the standards of any technical society, organization, or association or to codes of local or state authorities shall mean the latest effective standard, code, specification, or standard adopted and published at the date of receipt of bids, unless specifically stated otherwise.

1.10 ERRORS AND/OR OMISSIONS IN PLANS AND SPECIFICATIONS

A. The intent of the SPECIFICATIONS is to outline or indicate the items of WORK, or both, which cannot be readily shown on the CONTRACT DRAWINGS and further to indicate the types and qualities of materials. The CONTRACT DRAWINGS and SPECIFICATIONS shall be considered as being complimentary and items or WORK mentioned or indicated in one and not in the other shall be included as if mentioned in both.

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B. Should the CONTRACT DRAWINGS disagree in themselves or with the SPECIFICATIONS the better quality or greater quantity of WORK or materials shall be estimated upon and shall be provided.

PART 2 - PRODUCTS

This Section is Not Applicable.

PART 3 - EXECUTION

This Section is Not Applicable.

END OF SECTION

VOLUSIA COUNTY MEASUREMENT AND PAYMENT

SOUTHEAST EXPANSION AREA 01025-1 2/2/2026

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. The CONTRACTOR shall receive and accept the compensation provided in the CONTRACT DOCUMENTS as full payment for furnishing all labor, equipment, and materials and for performing all construction/operations necessary to complete the WORK as described in the CONTRACT DOCUMENTS, and in full payment for all losses or damages incurred during the WORK, for any discrepancies between actual and estimated quantities, or from any unanticipated difficulties which may arise during the WORK until final acceptance by the OWNER.

B. Payment for the various Items on the CONTRACTOR'S Bid Form, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles and for all labor, operations, supervision, overhead, profit, and incidentals appurtenant to the Items of WORK being described as necessary to complete the various Items of the WORK all in accordance with the requirements of the CONTRACT DOCUMENTS, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration (OSHA) of the U.S. Department of Labor.

C. No separate payment will be made for any Item that is not specifically set forth on the CONTRACTOR'S Bid Form and all costs therefore shall be included in the prices named on the CONTRACTOR'S Bid Form for the various appurtenant Items of WORK. Payment for complying with safety requirements for construction on the WORK site shall be included in the contract unit price paid for the various Items of WORK wherein it is required, and no separate payment will be made therefore.

D. The total Bid amount shall cover all WORK required by the CONTRACT DOCUMENTS. All costs in connection with the proper and successful completion of the WORK, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; including all costs and expenses for taxes, commissions, transportation charges and expenses, permit fees, patent fees, royalties, handling and tests; and performing all necessary labor and supervision to fully complete the WORK shall be included in the CONTRACTOR'S Bid. All WORK not specifically set forth as a Pay Item on the CONTRACTOR'S Bid Form shall be considered a subsidiary obligation of the CONTRACTOR and all costs in connection therewith shall be included in the Unit Prices and/or the Lump Sum Price bid.

E. The quotations for the various Items of WORK are intended to establish a total price for completing the WORK in its entirety. Should the CONTRACTOR feel the cost for any Item of WORK has not been established by the CONTRACTOR'S Bid Form, the CONTRACTOR shall include the cost for that WORK in some other applicable Bid Item, so that the CONTRACTOR'S proposal for the PROJECT does reflect his total price for completing the WORK in its entirety.

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F. All estimated quantities stipulated on the CONTRACTOR'S Bid Form are approximate and are to be used only:

1. As a basis for estimating the probable cost of the WORK, and

2. For the purpose of comparing the Bids submitted for the WORK. The actual amount of WORK done and materials under Unit Price Items may differ from the estimated quantities. The basis of payment for WORK and materials will be the actual amount of WORK done and materials furnished unless it exceeds the estimated quantities in which case a change order must be approved prior to the WORK being conducted for quantities exceeding the estimated quantity.

G. The CONTRACTOR shall field verify all quantities and dimensions shown on the CONTRACT DRAWINGS or contained in the SPECIFICATIONS.

H. The CONTRACTOR shall be responsible for establishing contracts with its subcontractors, which have a measurement and payment in accordance with this Section. If the CONTRACTOR establishes a contract with its subcontractors, which is in conflict with this Section, any additional cost incurred will be borne by the CONTRACTOR.

I. Restoration is not a separate Bid Item but is considered to be an integral part of the WORK under the CONTRACT DOCUMENTS, and all Bid prices include the cost of restoration necessitated by the WORK related to that Bid Item. Restoration includes existing structure and property, paving, stabilized roads, drainage piping and ditches, catch basins, head walls, yard culverts, driveways, lawns and ground areas, walkways, and irrigation systems, which are altered, removed or damaged during construction.

Cleanup is an integral part of restoration.

J. Unit prices provided by the CONTRACTOR on the CONTRACTOR'S Bid Form shall be valid and applicable for quantities up to 130 percent of the estimated quantities shown on the Bid Form.

K. Throughout this Section, all references to “SURVEYOR” shall mean a registered professional land surveyor licensed in the State of Florida.

1.2 GENERAL

A. The following paragraphs describe measurement of and payment for the WORK to be done under the respective itemized Bid Items listed for the PROJECT.

B. Each Lump Sum and Unit Price stated in the Bid shall constitute full compensation for all labor, equipment, and materials necessary and required to complete all WORK specified under that particular Item including cleanup and all costs for doing related WORK as set forth in the CONTRACT DOCUMENTS, SPECIFICATIONS and/or on the CONTRACT DRAWINGS or implied in carrying out their intent.

C. 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

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broken down into more detail so the ENGINEER can more accurately review and approve the CONTRACTOR'S pay applications for the completed WORK.

D. 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.

1.3 COMPUTATION OF QUANTITIES

A. Measurement of quantities expressed as area shall be based upon a horizontal, planimetric projection to the WORK limits as determined by survey Record Drawings prepared by a SURVEYOR. The cost of surveying shall be paid by the CONTRACTOR and incorporated into Bid Items, as appropriate.

B. Measurement of linear Items will be for quantities actually field installed to the specified WORK limits, based upon surveyed stations recorded along the straight or curved centerline of each respective Item. Measurement conducted by survey is to be conducted by the CONTRACTOR'S approved SURVEYOR.

C. Measurement of quantities expressed as volume will be based upon a neat plan line projection to the WORK limits (planimetric measure) as determined by survey Record Drawings for each Item, with no additional allowances for shrinkage, swelling, or creep.

Quantities expressed as volume will be in-place volumes to the dimensions indicated on the CONTRACT DRAWINGS. The cost of surveying shall be paid by the CONTRACTOR, and incorporated into Bid Items, as appropriate.

D. Payment will be made to the limits as specified in the CONTRACT DOCUMENTS. If the constructed limits are less than the specified limit, payment will be made to the actual limits of construction as shown on the Record Drawings. Payment for quantities that exceed the specified CONTRACT limits will only be made with the approval of the OWNER and ENGINEER with acceptable supporting documentation from the CONTRACTOR.

Payment for quantities that exceed the Bid Items quantities can only be obtained through an approved Change Order.

E. No partial payments shall be made for the installation of Items which have not been tested and approved by the ENGINEER.

F. Partial payment will be made for material delivered to the site and adequately stored and protected until installation. Materials will be paid for at direct cost plus shipping upon presentation of a valid receipt of bill with the payment request. All such requests must have material quantities verified by the ENGINEER prior to payment. Conditions for payment of stockpile of material will be discussed during the pre-construction meeting. At a minimum, the materials must have an approved Shop Drawing and or MANUFACTURER’S materials certification.

G. Payment will be made monthly until completion of each Unit Price Item and or Lump Sum cost based on quantity completed by the CONTRACTOR and verified by the ENGINEER.

Final payment will be based on quantity calculated from Record Drawings prepared by a SURVEYOR and confirmed by field measurement by the ENGINEER.

H. Payment for Lump Sum Items will be made as described for each individual Lump Sum

SOUTHEAST EXPANSION AREA 01025-4 2/2/2026

Bid Item. The CONTRACTOR shall not rely on the estimated quantities provided but shall instead estimate all quantities for the Item independently for the basis of their Bid. No claim shall be made by the CONTRACTOR for deviations between the CONTRACTOR'S estimated quantity and the ENGINEER'S estimated quantity including the quantity required to complete the WORK. The CONTRACTOR shall base their Bid solely on the CONTRACTOR'S independently estimated quantity.

I. If the CONTRACTOR needs to use the scales located at the facility for any means, the CONTRACTOR shall select either off-road or on-road vehicles that can access the scales with dimensions and specifications as directed by the OWNER. The CONTRACTOR shall coordinate with the OWNER regarding the actual trucks proposed for the PROJECT and confirm the suitability of the truck to be able to be weighed on the scales. A load count for bases of billing, without an average unit weight obtained from tonnages recorded through the scales for the pay items requiring tonnage across the scale for payment, will not be accepted.

1.4 VARIATIONS IN ESTIMATED QUANTITIES

A. The quantities provided in the CONTRACT DOCUMENTS are approximate only and are given as a basis for the uniform comparison of Bids. The OWNER does not expressly or by implication agree that the actual amount of WORK will correspond therewith.

B. The CONTRACTOR must provide, for Unit Price WORK, a proposed price determined on the basis of estimated quantities required for each Item. The estimated quantities of Items are not guaranteed and are solely for the purpose of comparing Bids. Each such unit will be deemed to include an amount for overhead, profit, and indirect costs for each separately defined Item.

1.5 BID FORM

A. The CONTRACTOR'S Bid Form for the Items contained within this Section can be found in the CONTRACT DOCUMENTS.

B. 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 WORK scope 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).

PART 2 - PRODUCTS

This Section is Not Applicable.

PART 3 - EXECUTION

3.1 MEASUREMENT AND PAYMENT

A. Bid Item No. 001 - Mobilization/Demobilization (Lump Sum)

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1. Measurement - The various Items and WORK required for this Bid Item will not be measured for payment. All Items and WORK shall be included in one Lump Sum (LS) quantity pro-rated as a percentage of the WORK completed.

2. Payment - The LS price for Mobilization/Demobilization shall constitute full compensation for all 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, for the establishment of temporary offices, safety equipment and first aid supplies, sanitary and other facilities as required by the CONTRACT DOCUMENTS, SPECIFICATIONS and State and local laws and regulations. The costs of bonds and any required insurance and any other pre-construction expense necessary for the start of the WORK, excluding the cost of construction materials. This Bid Item will include Mobilization/Demobilization for all parts or phases of the PROJECT. The maximum amount allowed to be bid is 5 percent of the total Bid.

a. Partial payments for Mobilization/Demobilization will be made in accordance with

TABLE 01025-1 MOBILIZATION/DEMOBILIZATION PARTIAL PAYMENTS

SCHEDULE.

b. The final payment for Mobilization/Demobilization will not be made until all the temporary facilities, excess materials, resources, equipment, utilities that were used to perform the WORK, and all remaining construction debris at the completion of the PROJECT have been removed from the site. Additionally, this shall include the submittal of all final PROJECT Record Drawings, PROJECT Final Survey, PROJECT photos, release of liens, and other incidentals as specified as requirements of the PROJECT close-out.

TABLE 01025-1 MOBILIZATION/DEMOBILIZATION PARTIAL PAYMENTS SCHEDULE

Condition or Percent of Total Contract Amount Earned

Allowable Percent of the Lump Sum Price for the Item

Submittal/completion of Items listed in Section 01505 Mobilization and Demobilization 25 10 40 25 60 50 80 100 100

B. Bid Item No. 002 - Survey (Lump Sum)

1. Measurement - Measurement for the WORK specified in this Bid Item shall be based on TABLE 01025-2 SURVEY SCHEDULE and all Items related to the WORK shall be included in the LS Price.

2. Payment - Payment for this Bid Item will be made at the LS price, which price and payment shall be full compensation for Survey in accordance with the CONTRACT DOCUMENTS, SPECIFICATIONS, and accepted by the ENGINEER based on TABLE 01025-2 SURVEY SCHEDULE. Payment shall be full compensation for the preparatory WORK, establishing construction controls, baseline surveys, location of utilities, SOUTHEAST EXPANSION AREA 01025-6 2/2/2026 stakeout of elevations and positional information required to complete construction, record keeping, and obtaining all survey information required must be signed and sealed by a SURVEYOR.

TABLE 01025-2 SURVEY SCHEDULE

Survey Item Listed in Section 01050 Site Conditions

Survey

Allowable Percent of the Price for the Item

PROJECT Preconstruction Survey 20 CELL 1 AND LEACHATE POND Subbase Survey 40 CELL 1 Early LFG Collection, LCRS, and Protective Cover Layer Survey 60 PROJECT Final Survey 80 PROJECT Record Drawings 100

The following defines complete documents for the Surveys notated above:

a. PROJECT Preconstruction Survey - The Preconstruction Survey shall include the existing conditions within the limits of the entire PROJECT area as indicated with the SPECIFICATIONS. The Survey shall note all above grade structures, piping, stormwater features, etc. which may or will be impacted by the WORK and shall include the areal extent of existing sod that must be removed. The Survey will be used as the baseline for determining soil fill quantities and payment of those items for the PROJECT.

b. CELL 1 AND LEACHATE POND Subbase Survey - Following completion of the Preconstruction Survey of the entire PROJECT area, required site clearing, grubbing, and stripping, will be conducted and upon completion the CONTRACTOR shall submit a Subbase Survey to the ENGINEER for review and approval before installation of geosynthetics in order to verify locations, slopes, and grades.

c. CELL 1 Early LFG Collection, LCRS, and Protective Cover Layer Survey - Following completion of the Subbase and the installation of the geosynthetics, the CONTRACTOR will begin installation of the early LFG Collection System, Leachate Collection and Removal System (LCRS) and Protective Cover Layer placement.

The LCRS and early LFG Collection System will be surveyed when completed, but before the Protective Cover Layer is placed to determine the systems were constructed to the design slopes. Following completion of the Protective Cover Layer placement, it will be surveyed to determine the material was constructed to elevations, thicknesses, and required slopes according to the CONTRACT

DRAWINGS.

d. Pump Stations and Forcemain Survey - A topographic survey of the installed leachate forcemain, appurtenances, and connection points. Pipe invert elevations and locations shall be noted, at a minimum, every 50 linear feet along the forcemain pipe and at each change in pipe size, type, direction, and elevation.

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e. LFG Probes and Groundwater Monitoring Wells Surveys - A topographic survey of the associated items as indicated in the CONTRACT DRAWINGS.

f. PROJECT Final Survey - The Final Survey will include all features of the entire PROJECT installed. The Survey will include, but is not limited to, the Protective Cover Layer, early LFG Collection System, LCRS, limits of liner for CELL 1 AND LEACHATE POND, underground piping, forcemain, pump stations, berms, access roads, electrical connections to existing power grid, sod and/or seeding limits, and all other features related to the PROJECT.

g. PROJECT Record Drawings - The CONTRACTOR shall, throughout the PROJECT, maintain a redline set of CONSTRUCTION DRAWINGS noting deviations or actual installed conditions. As part of Final Completion, the CONTRACTOR must submit a complete set of Record Drawings based on the redline set maintained throughout the PROJECT, which identify the actual constructed conditions. These Record Drawings shall use the CONTRACT DRAWINGS as a base and show changes by cloud and strikethrough in electronic format (AutoCAD r18 or later version). The Record Drawings shall incorporate the Surveys listed above and any other changes made to the PROJECT components into the set in order to create a single set of Record Drawings for the PROJECT. Draft Record Drawings must be submitted to the ENGINEER for review in accordance with the SPECIFICATIONS to grant Substantial Completion. Final Completion cannot be granted until the certified Record Drawings (hardcopy and AutoCAD format) signed and sealed by a SURVEYOR is submitted to and approved by the ENGINEER.

h. PROJECT Partial Surveys of WORK - It is understood the CONTRACTOR may elect to construct the PROJECT at different time intervals and survey sections separately. Partial Surveys must be submitted to the ENGINEER to determine the section the CONTRACTOR is requesting to continue working in meets the design and feature requirements. The CONTRACTOR may not continue WORK until the partial survey is approved by the ENGINEER. Partial Surveys are not required to be signed and sealed at the time of submittal, however, the partial Surveys used to compile the complete Surveys listed above, must not deviate from the partial Surveys submitted and the complete Surveys must be certified for submittal.

Payment for Surveys will not be made until the complete, certified Surveys are submitted and approved. However, partial Surveys may be used for payment of WORK items such as soil and piping upon review, agreement, and approval by the OWNER and ENGINEER.

C. Bid Item No. 003 - PROJECT Erosion and Sediment Control (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan. The CONTRACTOR will provide, install, and maintain the various components of erosion and sediment control for the duration of the PROJECT until the site is stabilized including submitting the Florida Department of Environmental Protection (FDEP) National Pollutant Discharge Elimination System

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(NPDES) Construction General Permit Notice of Intent. The CONTRACTOR will be responsible for furnishing, installing, and maintaining silt fence, turbidity barriers, temporary or intermediate seeding and mulching, temporary stormwater channels and diversions, temporary construction entrances, removal of sediment from roads and stormwater channels resulting from the WORK and placed in a designated stockpile area, and WORK incidental thereto necessary to complete this Item in accordance with the CONTRACT DOCUMENTS. This WORK shall include erosion and sediment control for the entire PROJECT including but not limited to the landfill, leachate pond, pump stations, forcemain and associated infrastructure, and any other land disturbing activities performed by the CONTRACTOR.

D. Bid Item No. 004 - PROJECT Site Clearing, Grubbing, and Stripping (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan. The CONTRACTOR will clear (i.e., remove and dispose of materials found on the surface of the ground such as trees, brush, waste materials, rock, debris, etc.) and grub (i.e., remove materials at or protruding from the surface of the ground such as grass, stumps, roots, etc.) which are understood by generally accepted practice not to be suitable for the PROJECT including establishing construction controls, excavation, loading, hauling to a designated on-site area as directed by the OWNER, stockpiling, and all other appurtenances and incidentals required to complete the WORK in accordance with the CONTRACT DOCUMENTS necessary to remove the top 6-inch layer of existing material.

E. Bid Item No. 005 - PROJECT Dewatering (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the removal of surface water and groundwater as deemed necessary by the CONTRACTOR, constructing, installing, and maintaining all temporary control and diversion channels and pipes, installing all necessary pumps, removing all such temporary WORK and equipment after dewatering is not required, and all other incidentals thereto. Additionally, the WORK will include the CONTRACTOR developing dewatering and effluent disposal plans and surface water management plans, 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, and field monitoring and testing of the dewatering discharge/effluent as it relates to permit and regulatory requirements, as needed.

F. Bid Item No. 006 – CELL 1 Unsuitable Soil Excavation and Disposal (Cubic Yards)

1. Measurement - Measurement for this Bid Item shall be on a CY basis for the removal

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of unsuitable soil (soil that does not meet the SPECIFICATIONS for the WORK intended once design grade has been achieved) that are encountered during performance of the WORK and cannot be incorporated into the WORK and will be required to be disposed of by the CONTRACTOR. The in-place volume of material excavated to complete the WORK shall be measured by survey.

2. Payment - Payment for this Bid Item will be made on a CY basis for unsuitable soil removed from the WORK area. This Item shall include establishing construction controls, surveying, equipment, transportation, labor, and appurtenances, necessary to excavate unsuitable soil, filling the excavated area with approved fill from on-site or off-site sources, and loading, unloading/dumping of the unsuitable soil at a designated on-site area as directed by the OWNER. Payment shall constitute full compensation for necessary material, equipment, establishing construction controls, surveying, excavation, loading, hauling, placement, stockpiling, disposal, testing, and all other appurtenances and incidentals required to complete the WORK in accordance with the CONTRACT DOCUMENTS. The quantity will be adjusted and paid for at the Contract Unit Price per CY if the excavation of additional unsuitable soil material is encountered during WORK in excess of the quantity listed within this Bid Item.

G. Bid Item No. 007 – CELL 1 Subbase and Embankment Construction (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, transportation, permitting fees, and appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, to procure off-site soil from an approved borrow area, loading, hauling, stockpiling, establishing construction controls, grading, placement, surveying, quality control testing and assisting with CQA testing of the material generated from the WORK and during placement, correcting wind and stormwater impacts, and all other appurtenances and incidentals required to complete the WORK in accordance with the CONTRACT DOCUMENTS. The completed Subbase surface shall be prepared and accepted by the ENGINEER and CONTRACTOR prior to geosynthetics installation.

Material not incorporated back into the WORK shall be loaded and transported to a designated on-site area as directed by the OWNER.

H. Bid Item No. 008 – CELL 1 Geosynthetic Clay Liner (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all

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materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, cleaning, patching, tie-ins with existing WORK, repairs, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

I. Bid Item No. 009 – CELL 1 60 mil Textured HDPE Geomembrane Liner (Primary) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, cleaning, patching, tie-ins with existing WORK, boots and connections required for liner penetrations, welding, repairs, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

J. Bid Item No. 010 – CELL 1 60 mil Textured HDPE Geomembrane Liner (Secondary) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, cleaning, patching, tie-ins with existing WORK, boots and connections required for liner penetrations, welding, repairs, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

K. Bid Item No. 011 – CELL 1 Geocomposite (Primary) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing

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all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, tie-ins with existing WORK, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

L. Bid Item No. 012 – CELL 1 Geocomposite (Secondary) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, tie-ins with existing WORK, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

M. Bid Item No. 013 – CELL 1 Geocomposite (Additional Layer in LCS Trench Secondary) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, tie-ins with existing WORK, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

N. Bid Item No. 014 - CELL 1 Leak Detection and Leachate Collection Trenches and Cleanouts (All Inclusive) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

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2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item such as HDPE pipe perforated and solid wall, HDPE fittings, boots, elbows, cover plates, hardware, sump gravel, geotextile, and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, tie-ins with existing WORK, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

O. Bid Item No. 015 - CELL 1 Leachate Collection and Detection Sumps and Riser Pipes (All Inclusive) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item such as HDPE pipe perforated and solid wall, HDPE fittings, boots, elbows, cover plates, hardware, sump gravel, geotextile, and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, tie-ins with existing WORK, and as-built documentation. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

P. Bid Item No. 016 - CELL 1 Drainage Sand Layer (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item from an approved off-site source and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, QC testing, assisting with CQA testing and retesting, correcting wind and stormwater impacts, and as-built documentation. No payment will be made for material placed outside of the construction baseline shown on the CONTRACT DRAWINGS or where testing has indicated the material does not meet the specified requirements or required depth without prior approval of the ENGINEER.

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Q. Bid Item No. 017 - CELL 1 Rain Tarp (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, providing required documentation, procuring all materials under this Bid Item and transporting, unloading, stockpiling, conducting inventory, on-site handling, placement, protection, cleaning, patching, boots and connections required for penetrations, welding, repairs, ballasting with UV resistant sandbags on a 50 foot by 50 foot grid and as requested by the ENGINEER secured with ropes, and as-built documentation. The quantity of materials required for QC testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK. The quantity of materials required for testing, overlapping, tying-in, patching, anchoring, MANUFACTURER’S or INSTALLER’S defect repairs, and wasting shall be incidental to this WORK.

R. Bid Item No. 018 - CELL 1 Pump Stations, Piping, Valving, Electrical System and Controls (All Inclusive) (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed, tested, and approved as determined by the

ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS and CQA Plan, procuring all materials under this Bid Item such as providing pump and control panel package documentation from manufacturer, electrical connections to a power source and distribution, control panels and racks, emergency lights, lightning protection, electrical controls, concrete pads and walls, bollards, two skid-mounted leachate collection and two leachate detection pumps, pump retrieval systems, piping and fittings, valves, flow meters, pressure gages, sampling ports, pumps and control panel testing, and all other incidentals associated with the WORK under this Bid Item. No payment will be made where testing has indicated the material does not meet the specified requirements without prior approval of the ENGINEER.

S. Bid Item No. 019 - CELL 1 Embankment Limerock Road (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS…