Division 01

FBAPL

May 2026

SUMMARY OF WORK

01010-1

Division 01

Summary of Work

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May 2026

SUMMARY OF WORK

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SECTION 01010

PART 1 GENERAL

1.01 PROJECT BACKGROUND

The Flint Bishop Airport Landfill (FBAPL) is located within the Bishop International Airport fenced area at the northwest end of the east-west runway. The site is bordered by the Swartz Creek, a drainage ditch that outlets into Swartz Creek, and the Hewitt Drain that also outlets into the Swartz Creek, and covers approximately 33 acres. The facility operated as a city dump from 1966 until 1975. In 2016 and 2025 the

Michigan Department of Environmental Quality (MDEQ, now EGLE) determined Flint was not a viable liable party.

Leachate from the landfill exceeded groundwater surface water interface (GSI) and drinking water criteria for benzene in a 2006 sample. Additional investigations identified arsenic above soil direct contact, GSI, and drinking water criteria. Contaminants in leachate and groundwater above GSI include

Arsenic, Barium, Selenium, Silver, PCBs, DDT, phthalates, and VOC's. Soil contamination above GSI protection criteria includes Mercury, Arsenic, Cobalt, Copper, Manganese, and Selenium.

To limit infiltration and reduce contaminant migration to the Swartz Creek EGLE has proposed the development of a landfill cap.

1.02 PROJECT HISTORY AND PREVIOUS INVESTIGATIONS1

The facility operated as a city dump from 1966 until 1975. An environmental assessment was conducted by NTH Consultants, Ltd. (NTH) at the site of the former Bishop Airport Landfill in Flint, Michigan. The scope of work was based on the “Work Plan for Bishop Airport Landfill Disposal Area," (Work Plan) prepared by GEO-Environmental Resources, Inc., dated August 15, 2007. That Work Plan provided a thorough review of the site location, ownership, and history.

In summary, the landfill is located on what is now part of the Flint Bishop International Airport, near the western end of the primary east-west runway (Runway 9-27). The landfill is comprised of two separate disposal areas. Landfill I (the subject fill area in these Contract Documents) occupies approximately 33 acres and is generally bounded by the South Branch of Swartz Creek to the east, the airport runway to the south, the Hewitt Drain to the west, and a ditch adjoining the Grand Trunk Western Railroad right-of-way to the north. The current environmental assessment focused primarily on Landfill I. Landfill II

1Work Plan for Bishop Airport Landfill Disposal Area, GE0-Environmental Resources, Inc., August

15, 2007.

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May 2026

SUMMARY OF WORK

01010-2 occupies approximately 35 acres and is generally bounded by the same ditch along the north side, the

Hewitt Drain to the east, the Bishop Airport property boundary to the south, and Linden Road to the west. Landfill II is outside the scope of work.

The site was licensed by the City of Flint under the Michigan Department of Public Health, beginning in

1966. The site was used for disposal of municipal waste until 1975. Regulations in place at the time of landfill closure did not require the installation of an impermeable cap. So, consistent with prevailing practice at the time, the waste was likely covered with a mixture of granular and clay soils. Since closure of the landfill, extension of the airport runway necessitated realignment of Swartz Creek, which resulted in a portion of the creek being enclosed in a culvert under the runway. In addition, additional fill soil has been placed on portions of the landfill, and a perimeter fence was installed.

In 2006, the MDEQ (now EGLE) noted a leachate seep along the northern side of Landfill I. Liquid was apparently observed discharging to the unnamed ditch adjacent to the landfill, which ultimately discharges to Swartz Creek. Subsequently, City of Flint staff has documented and monitored a number of groundwater seeps and vents along the landfill boundaries, which recur seasonally. Periodically during these site inspections by City personnel, indications of methane generation from the landfill have also been observed, including bubbling in surface water puddles on the landfill.

1.3 SCOPE OF WORK

A. General information covering the "Scope of Work" is specified in the Advertisement.

Additional information is as follows:

1. The work is to be performed according to all local, state and federal regulations.

The enclosed Drawings and Specifications detail the applicable requirements for completing this work. In general, the work will include:

a. Clearing and grubbing of trees and brush. Proper abandonment of existing monitor wells.

b. Removal/incorporation of debris. Cutting, filling and grading of area to receive cap.

c. Constructing a cap which will consist of 1.0 ft of sand (gas collection) layer, Geosynthetic Clay Liner (GCL), 1.0 ft of drainage layer, 1.0 ft of general fill, and 6 inches of topsoil with seeding.

d. Installation of gas vents.

e. Installation of pipes and structures for leachate/groundwater collection under the cap.

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May 2026

SUMMARY OF WORK

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f. Construction of new perimeter roads and temporary roads around the landfill.

g. Installation of new monitoring wells.

h. The construction of temporary and final fencing.

i. Construction of temporary drain crossing. Removal of temporary drain crossing.

j. All associated activities presented in the Specifications and

Drawings.

B. The State Unit will provide the following Work:

State Salvage: The State reserves the right to salvage certain items and equipment.

Such items will be identified to the bidder at the time of his/her inspection of the proposed Work. Salvaged items will be removed by the State prior to commencement of Work under the Contract.

1.4 DEFINITIONS

A. “CQC/CQA Plan”

Construction Quality Control/Construction Quality Assurance Plan – This plan is integral to the specifications.

B. “EGLE” or “Owner”

Michigan Department of Environment, Great Lakes, and Energy.

C. “Engineer” or “Professional”

DLZ Michigan, Inc., also referred to as the “Professional”.

D. “MDHHS”

Michigan Department of Health and Human Services

E. “Project Manager (PM)”

Refers to the Owner’s project manager assigned by EGLE.

F. “Owner’s Representative”

Person(s) assigned by the Owner to represent itself on this project - this person could be the Project Manager.

Refer to Section 00700 General Conditions for additional definitions.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

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May 2026

01010-4

END OF SECTION 01010

Hazardous Material Project Procedures

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May 2026

SECTION 01121

HAZARDOUS MATERIAL PROJECT PROCEDURES

1.01 GENERAL

A. The materials to be excavated and moved/regarded at the site are understood to be top soil, clay cover materials, household Type II wastes and demolition materials. Appendix V contains information of past soils/groundwater sampling results and Appendix VI contains resent sampling results. If the Contractor encounters material reasonably believed to be a Hazardous

Material and which may present a substantial danger, the Contractor must immediately stop all affected work, give written notice to the Owner of the conditions encountered, and take appropriate health and safety precautions.

B. The Contractor must use, handle, store, dispose of, process, transport and transfer any material considered a Hazardous Material in accordance with all Federal, State and local Laws

C. Hazardous Materials are regulated by the EGLE Materials Management Division (MMD), and

Remediation and Redevelopment Division (RRD), in carrying out the requirements of the

United States Environmental Protection Agency (EPA). For general information and/or a copy of the latest regulations and publications, call (800) 622-9278 Environmental Assistance

Center (EAC).

D. The Michigan Occupational Safety and Health Administration (MIOSHA) provides regulations for the safety and health of workers.

1. Contractor shall post any applicable local, State and/or Federal government regulations at the job site in a prominent location.

2. Contractor shall be responsible for training their workers in safe work practices and proper removal methods when coming in contact with hazardous chemicals.

E. Applicable regulations, include, but are not limited to:

State

1. Natural Resources and Environmental Protection Act – PA 451 of 1994, as amended.

2. Part 211, Act 451 - Underground Storage Tanks.

3. Part 213, Act 451 - Leaking Underground Storage Tanks.

4. Part 111, Act 451, 1994 - Michigan Hazardous Waste Management Act: This statute regulates generation, transportation, treatment, storage, and disposal of hazardous wastes in Michigan.

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5. Part 115, Act 451, Solid Waste Management.

6. Part 121, Act 451, 1994 - Liquid Industrial Waste Act: This statute regulates the transportation of liquid industrial wastes in Michigan. This includes non-hazardous liquids and hazardous liquids, which are not subject to management under RCRA or

Part 111, Act 451, 1994.

7. Part 147 – PCB compounds

8. All applicable MDOT regulations.

Federal

1. RCRA, 1976 - This Federal statute regulates generation, transportation, treatment, storage, or disposal of hazardous wastes nationally.

2. Toxic Substances Control Act (TSCA), 1976: This statute regulates the generation, transportation, storage, and disposal of wastes, including polychlorinated biphenyls and asbestos.

F. Definitions: Hazardous substances are ignitable, corrosive, reactive, and/or toxic, based on the respective chemical characteristics. Wastes are hazardous based on characteristics or by being a listed waste.

G. Disposals:

1. To use an off-site hazardous waste disposal facility, the CONTRACTOR must use the

Uniform Hazardous Waste Manifest (shipping paper).

2. Hazardous waste may not be disposed in sanitary landfills used for solid waste.

H. Federal, State, and local laws and regulations may apply to the storage, handling, and disposal of hazardous materials and wastes. The list below includes the regulations that are most frequently encountered.

Topic Agency and Telephone Number

Small quantity hazardous waste EGLE EAC management, including hazardous or waste stored in tanks District Office Certified County Health Departments

Liquid industrial waste disposal EGLE EAC, or

(hazardous and non-hazardous) District Office

Disposal of hazardous waste into Contact the superintendent of the local wastewater

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municipal sanitary sewers treatment plant for permission

Discharges to surface water such Water Resources Division, as through a drain pipe or EGLE EAC, or District Office wastewater discharge

Discharges to groundwater, including EGLE EAC, or septic systems District Office, or

County Health Departments (if less than 10,000 gallons/day)

Material storage permits EGLE EAC, or

District Office

Pollution Incident Prevention EGLE EAC, or

Plans (PIP Plans) District Office

County Health Departments assisting with ground-water program administration

Hazard Communication Standards Michigan Department of Licensing and Regulatory Affairs, (for chemicals in the work place) Michigan Occupational Safety & Health Administration

Consultation Education & Training Division

Burning of waste oil and Air Quality Division other discharges to the air EGLE EAC, or District Office

24-hour EGLE Pollution Emergency 1-800-292-4706

Alerting System (PEAS)

Registration of underground fuel EGLE EAC, or storage tanks District Office

Installation, inventory, testing and EGLE EAC, or other requirements for above ground District Office and underground storage tanks

(for flammable and combustible liquids)

Local fire prevention regulations Local fire chief or fire marshal and codes (including chemical storage requirements)

Building and outdoor storage Local government building or zoning official requirements (including setbacks)

I. EGLE Office

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May 2026

Michigan Department of Environment, Great Lakes, and Energy

Lansing District Office

525 West Allegan

Deborah Stabenow Building, 1st Floor

Lansing, Michigan 48909

517-284-6651

J. Contact the Environmental Assistance Center (EAC) of the Michigan Department of

Environment, Great Lakes, and Energy (EGLE) at 1-800-662-9278, or e-mail to: EGLE-

Assist@michigan.gov for general EGLE information including direct and referral assistance on air, water and wetlands permits; contaminated site clean-ups; underground storage tank removals and remediation; hazardous and solid waste disposal; pollution prevention and recycling; and compliance-related assistance. The Center provides businesses, municipalities, and the general public with a single point of access to EGLE's environmental programs.

Not used

END OF SECTION

Measurement and Payment

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SECTION 01270

MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

All units of measurement shall be standard United States convention as applied to the specific items of work by tradition and as interpreted by the Professional.

A. Unit Price Items

Payment items for the work of this contract on which the contract progress payment will be based are listed in the contract documents, Bid Schedule and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, safety requirements, sampling, tests, and reports, and for performing all work required for each of the unit price items. Payment is contingent upon approval of all applicable submittals. Payment shall be paid for the actual amount of Work accepted. The amount will be in accordance with prices submitted on the

Bid Schedule. Payment listed by the ton shall be measured by the weight of the materials via a certified scale as per section 1.09.01.B.6 of the 2012 Standard Specifications for

Construction by Michigan Department of Transportation (MDOT). All the fill materials brought to site shall be measured by the certified scale, as identified by the Contractor and approved through the submittal process.

B. Lump Sum Items

Payment items for the work of this contract for which Contract lump sum payments will be made are listed in the contract documents, Bid Schedule and described below. Contract progress payments for lump sum items will be paid for based on the approved schedule of values. All cost for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, safety requirements, sampling, tests and reports, and for performing all work required for which separated payment is not otherwise provided.

Payment is contingent upon approval of all applicable submittals. Payment shall be paid on the Work completed and accepted. One hundred percent of the Contract price for the

Work completed and accepted may be paid, subject to the limitations of the Contract

Documents. The Owner reserves the right to pay the Contract a portion of a lump sum line item, if all of the Work originally tasked is not performed as stated herein, as determined by the Professional.

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C. Provisionary Allowance Items

Payment for work under a Provisionary Allowance is subject to issuance of a Change

Authorization. A Change Authorization is a written order approved by the Owner and issued by the Professional, which directs changes in the Work that requires no adjustment to Contract Price or Contract Time. Monies in the allowance will be used only if directed in writing by the Project Manager and Professional. Unused allowance monies will be deducted from the contract amount through contract change order. Also refer to Section

00700, 6.7.

D. Cash Allowance Items

Payments under a Cash Allowance must be on actual cost and exclude cost for supervision, handling, unloading, storage, installation, testing, fee, premiums for bond and insurance, markups, etc. Monies in the cash allowance will be used only if directed in writing by the

Project Manager and Professional. Also refer to Section 00700, 6.7.

1.02 PAYMENT

A. Refer to Division 0 Section 0700.

B. Payments to the Contractor will be made for the actual quantities of the Contract items performed and accepted, in accordance with the Contract Documents. Upon completion of the Work, if the actual quantities show a decrease or increase from the quantities included in the Contract, the Contract extended prices will prevail, except as provided hereinafter.

C. The Contractor shall accept compensation, as provided herein, as full payment to furnish all materials, labor, tools, equipment, and incidentals necessary to complete the Work; for performing all Work stated by the Contract; for all loss or damage arising from the nature of the Work, from the action of the elements, or from any unforeseen difficulties that may be encountered during the execution of the Work and until its final acceptance by the

Professional and Owner; for all risks of every description connected with the execution of the Work, except as provided herein; and for all expenses incurred in consequence of the suspension of the Work, as herein authorized.

D. No extra payment or contract extensions will be made to the Contractor for any expense or delays caused by the revision of inadequate submittals, lack of progress, weather, defective workmanship, or rescheduling.

E. Additional costs caused by ill-timed or defective Work, or Work not conforming to the

Contract Documents, shall be incurred solely by the Contractor.

F. Final Application for Payment shall be submitted pursuant to the Contract Documents.

G. The estimated quantities for unit price pay items, as listed in the Bid Schedule, are

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May 2026 approximate only and are included solely for the purpose of comparison of Bids. The

Owner and Professional do not express or by implication agree that the actual quantities of material encountered or required will correspond with the Bid Schedule. The Owner reserves the right to increase, decrease, or eliminate any quantity deemed necessary.

When alterations in quantities are within plus or minus 20 percent of the original estimated quantity of Work listed on the Bid Schedule, the Contractor will not be entitled to any adjustments in the unit bid price as a results of any changes in the estimated quantities, and agrees to accept the aforementioned unit bid prices as complete and total compensation for any additions caused by changes or alteration in the Work and ordered by the Owner and Professional. Also refer to Section 00700, 10.6.

H. When alterations in quantities are greater than plus or minus 20 percent of the original estimated quantity of Work listed on the Bid Schedule, the Contractor will be required to document, to the satisfaction of the Professional, all labor, materials, and equipment costs related to the increase/decreased quantity. Also refer to Section 00700, 10.6.

1.03 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. Payment for increased or decreased quantities shall be as specified in the Contract

Documents.

B. Increased or decreased work involving Change Orders will be paid for, as stipulated in such

Change Orders.

1.04 INCIDENTAL WORK

A. Work items for which separate payments are not measured, but are included as part of the

Contract include, but are not limited to, the following:

1. Field supervision

2. Jobsite administration

3. Disposal of rinseate and decontamination water and all associated sampling, analysis, permits and fees

4. Dust monitoring and control

5. Project record documents

6. All temporary fencing and barriers

7. Restoration of disturbed areas not designated or described in these Contract

Documents

8. Health and safety requirements

9. Cooperation with other subcontractors

10. Environmental protection

11. Control of surface water and runoff water entering the site and excavations

12. Locating, protecting, disconnecting, removing, replacing, and capping in-place of site utilities, as applicable

13. Site cleaning including street sweeping/cleaning

14. All activities required to conform to MDOT and FAA standards and regulations and

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May 2026 permit requirements, that are not specified herein

15. QA/QC

16. Invoicing/billing

17. Storage of equipment

1.05 SPECIFIC BASE BID PAY ITEMS

A. Contract Item No. 1: Mobilization (Lump Sum)

Payment for Mobilization shall be paid for at the Contract Lump Sum price. This item shall include all necessary labor, tools, materials, storage, and equipment for the movement and establishment of Contractor’s facilities, equipment, personnel, security, supplies, and incidentals to perform the work.

B. Contract Item No. 2: Site Services (Lump Sum)

Payment for Site Services shall be paid for at the Contract Lump Sum price. Schedule of

Values for this item shall reflect payment based off the percentage of the work which has been completed. The total sum of all payments for this item shall not exceed the original contract amount bid for this item, regardless of the fact that the Contractor may have, for any reason, shut down his work on the project, moved equipment away from the project and then back again, or for additional quantities or items of work added to the contract

This item shall include all labor, transportation, equipment, tools, incidentals, materials, and subcontracting services for site security; protection of utilities and structures to remain in place; establishment, protection, acquisition and maintenance of temporary and/or permanent utilities; dust, odor, and surface water controls; soil erosion and sedimentation controls; installation, maintenance, and removal of a temporary storm water management system; temporary sanitary facilities; installation, maintenance, and removal of soil erosion and sedimentation control measures as approved by the Professional and as required by the permit; decontamination; disposal of decontamination water; dust control; air monitoring; site cleaning; performance and payment bond premiums; insurance premiums as required by the Contract; acquisition of all necessary permits, notifications, certifications, and authorizations to conduct work; protection of utilities and structures to remain in place; barricades and traffic control; project coordination; project meetings; staging and material storage; temporary office; road maintenance; pre-and post- construction submittals/plans, proper decontamination of all equipment and materials; disposal of decontamination water; all required Construction Quality Assurance (CQA) Plan sampling and analytical testing associated with site services and all other Contractor work tasks not stated herein but that are included in these specifications or necessary to perform the work, which are not part of other bid items. This pay item shall also include all cost associated with all Contractor’s health and safety activities including but not limited to, monitoring of ambient and excavation atmospheres, respiratory and dermal protection and personal protective clothing and equipment; and for the other work and operations which must be performed, or for expenses incurred, prior to beginning work on the various contract items on the project site. It shall also include pre-construction costs, exclusive of bidding costs which are necessary direct cost to the project and are of a general nature

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rather than directly attributable to other pay items under the contract.

C. Bid Item No. 3: Clearing and Grubbing (Lump Sum)

Payment for this item shall be paid for at the Contract Lump Sum Price. This item shall include all labor, equipment, tools, incidentals, materials, and subcontracting services for the removal/handling/spreading and proper placement of chipped trees, stumps, brush, vegetation and other miscellaneous debris within the boundaries of the construction activities.

D. Bid Item No. 4: Soil Erosion, Sedimentation, and Stormwater Control (Lump Sum) include all labor, transportation, equipment, tools, incidentals, materials, and maintenance, for the Soil Erosion and Sedimentation Control (SESC), as specified in Section 02370, the

Drawings, and as required by the SESC permit; development of a stormwater management plan and the construction of storm water control structures, berms, ditches, check dams, sedimentation basins, grading and erosion control mats for the entire project. Stormwater control structures include all pipe, spillways, culverts, catch basins and covers, excavating, grading, backfilling and compacting and all other appurtenances for stormwater control structures as described in the specifications and drawings. Fill materials (i.e., general fill, granular fill, rip rap and peastone) are paid for separately.

E. Contract Item No 5: Grading (Lump Sum)

Payment for this item shall be paid for at the Contract Lump Sum Price. This item includes all labor, equipment, tools, materials, and services necessary for excavation, phasing, storing, and grading of existing onsite cover materials, refuse, and general fill to construct the subgrade to the proposed subgrade elevations, within the limits of construction, as shown on the drawings and the CQA Plan. It shall also include all necessary surveying not included in Site Services pay item; the backfilling, placing, compacting and environmental controls of the existing cover materials and general fill for the subgrade construction as described in the specifications and drawings. Grading for the access and landfill roads shall be included herein. General fill is paid for separately.

F. Contract Item No 6: General Fill (Ton)

Payment for this item shall be paid for at the Contract Unit Price per ton. This item includes all labor, equipment, tools, testing, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings.

Payment shall only be made for the weight of the General Fill materials utilized for construction of the cap or other areas approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

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G. Contract Item No 7a: Structural Fill (Ton)

Payment for this item shall be paid at the Contract unit price per ton. This item includes all labor, equipment, tools, testing, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings.

Payment shall only be made for the weight of the Structural Fill materials utilized for construction of the temporary drain crossing, Leachate Manhole, and culverts or other areas approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

H. Contract Item No 7b: Granular Material (Ton)

Payment for this item shall be paid at the Contract unit price per ton. This item includes all labor, equipment, tools, testing, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings.

Payment shall only be made for the weight of the Granular Material utilized for construction of the venting and drainage layers or other areas approved by the Engineer.

This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

I. Contract Item No 8: MDOT 22A Aggregate (Ton)

Payment for MDOT 22A Aggregate shall be paid at the Contract unit price per ton. This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings. Payment shall only be made for the weight of the MDOT 22A Aggregate materials utilized for construction of the roads or other areas approved by the Engineer.

This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

J. Contract Item No 9: MDOT 6A Aggregate (Ton)

Payment for MDOT 6A Aggregate shall be paid at the Contract unit price per ton. This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings.

Payment shall only be made for the weight of the MDOT 6A Aggregate materials utilized for construction of the roads or other areas approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

K. Contract Item No 10: Topsoil (Ton)

Payment for Topsoil shall be paid at the Contract unit price per ton. This item includes all labor, testing, equipment, tools, and materials necessary to acquire, handle, transport, place, compact, and grade these soil materials according to specifications and drawings.

Payment shall only be made for the weight of the Topsoil materials utilized for construction

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May 2026 of the cap and all other disturbed areas due to the work as approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

L. Contract Item No 11: MDOT Plain Rip Rap (Square Yard)

Payment for MDOT Plain Rip Rap shall be paid at the Contract unit price per square yard.

This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, place rip rap of 8 inches diameter or greater and a geotextile layer beneath the rip rap according to specifications and drawings. Payment shall only be made for the weight of the rip rap/geotextile materials utilized for construction of the cap, drain crossing, SESC, stormwater control, or as approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

M. Contract Item No 11a: 1”x3” Crushed Stone (Square Yard)

Payment for 1”x3” crushed stone shall be paid at the Contract unit price per square yard.

This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, place 1”x3” crushed stone along the southern edge of the landfill according to specifications and drawings. Payment shall only be made for the weight of the riprap/geotextile materials utilized for construction of the cap, drain crossing, SESC, stormwater control, or as approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

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N. Contract Item No 12: Asphalt (Ton)

Payment for Asphalt shall be paid at the Contract unit price per ton. This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, place, and compact these materials according to specifications and drawings. Payment shall only be made for the weight of the Asphalt materials utilized for construction of the roads or other areas approved by the Engineer. This item also includes providing weigh tickets (approved scale) to verify the quantity of material brought to the site.

O. Contract Item No 13: Geosynthetic Clay Liner (Square feet)

Payment for the Geosynthetic Clay Liner (GCL) will be by the square feet of liner installed.

Measurement for the GCL will be performed by the planimetric measurement of the placed liner as determined by survey and verified by the QAC Officer. The measured area will not include additional compensation for overlaps, additional areas due to slopes, patches, vertical runs (i.e., trench), boots or other excess GCL material which was trimmed and wasted. This item includes supplying and installing the GCL above the gas venting fill layer for the cap including the specified testing, protection, reporting, and repairing and maintaining of the GCL panels and seams prior to placement of the sand drainage layer in accordance with the CQA Plan and specifications.

P. Contract Item No 14: Geotextile- Woven (Square feet)

Payment for the Geotextile- Woven will be by the square feet of geotextile installed.

Measurement for the Geotextile will be performed by the planimetric measurement of the placed material as determined in the field and verified by the QAC Officer. The measured area will not include additional compensation for overlaps, patches, or other excess material which was trimmed and wasted. This item includes supplying and installing

Geotextile for road construction including, protection, reporting, repairing and maintaining of the material in accordance with the specifications. Geotextile for rip rap is paid for under the MDOT Plain Rip Rap Pay item.

Q. Contract Item No 15a: Gas Vents (Each)

Payment for the Gas Vents will be by each vent installed. This item includes all labor, equipment, tools, and materials necessary to acquire, handle, transport, excavate, place, removal and grading of spoils, backfilling and placing of aggregates, installing piping and all other materials according to the specifications and drawings for the construction of the vent. Aggregates will be paid for separately.

R. Contract Item No 15b: Monitoring Well Installation (Each)

Payment for the monitoring wells will be by each well installed. This item includes all labor, equipment, tools, and materials necessary to drill and install monitoring wells according to the specifications and drawings for the construction of the wells.

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S. Contract Item No 16: Temporary Fence (LFT)

Payment for the Temporary Fence will be by linear foot of temporary fence installed. This transport, place, removal, installing fence material and barricades and all other materials according to the specifications and drawings for the construction of the temporary fence.

This item shall also include the removal of the existing fence as identified on the drawings.

The removed fence shall become the property of the Contractor.

T. Contract Item No 17: Permanent Fence (LFT)

Payment for the Permanent Fence will be by linear foot of Permanent Fence installed. This transport, place, removal, installing fence material, repair of penetrated GCL and all other materials according to the specifications and drawings for the construction of the

Permanent Fence.

U. Contract Item No 18 Turf Establishment (Acre)

Payment for Turf Establishment shall be by acre of Turf Establishment completed.

Measurement for the Turf Establishment will be performed by the planimetric measurement of the established turf as determined in the field and verified by the

Engineer This item includes all labor, transportation, equipment, tools, incidentals, materials, and subcontracting services necessary for establishing (and maintaining for one year after Substantial Completion), turf for all disturbed areas, grading of all disturbed areas, seed, fertilizer, mulch, erosion mats, repairs/replacement of monitoring wells outside of excavation, watering and vegetation establishment, and general cleanup of the site. All work shall be performed in conformance with MDOT standards, local standards, and the Specifications and Drawings, whichever is stricter.

V. Contract Item No 19 Cap Drain-4” Dia. Perforated Tile (LFT)

Payment for the Cap Drain shall be paid for at the Contract unit price per lineal foot. This transport, excavate, and place, 4” diameter perforated pipe with geotextile wrap, peastone, and all other materials according to the specifications and drawings for the construction of the Cap Drain.

W. Bid Item No. 20: Leachate Collection System (Lump Sum) include all labor, equipment, tools, incidentals, materials, and subcontracting services for the installation of the concrete manhole/cover/casting, leachate pump and controls, power, piping, valves, excavation, and all other appurtenances as described in the specifications and drawings. Fill materials, aggregates, and geotextiles shall be paid for separately.

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X. Contract Item No 21: Operation and Maintenance of Leachate Collection System (Month)

Payment for Operation and Maintenance of Leachate Collection System shall be paid at the

Contract Unit Price per month of successful operation and maintenance. This item includes all labor, tools, equipment, testing, and materials necessary to perform operation and maintenance, including but not limited to reporting, routine and non-routine maintenance, troubleshooting when the system is malfunctioning or non-operational, calibration, adjusting and balancing, and cleaning for a period of 12 months. The entire system must operate at least 90% up time per calendar month, in order to receive full payment. If the system operates at less than 90% of the time, a reduction in the pay item shall be made based on a prorated percentage of the actual up time (i.e., If the run time was 89% for a given month, then 89% of the pay item shall be paid), irrespective of the cause of the down time, unless otherwise waived by the PROFESSIONAL or OWNER. The CONTRACTOR shall be responsible for all maintenance, monitoring, and sampling. This item also includes the cost for providing an onsite Frac tank during the O&M period. The Frac tank shall be removed at the end of the O&M period.

Y. Contract Item No 22: Removal and Disposal of Leachate (Gallon)

Payment for Removal and Disposal of Leachate shall be paid for at the Contract unit price per gallon. This item shall include all labor, tools, equipment, and materials required for the removal, transportation, and proper disposal of landfill leachate removed from the cap drainage system as specified in Specifications. This item also includes all sampling, analysis, and permits necessary for disposal of the liquids, as applicable.

Z. Contract Item No 23: Drain Crossing (Lump Sum) include all labor, equipment, tools, incidentals, materials, permitting, and subcontracting services for the installation of corrugated metal culverts, and all other appurtenances as described in the specifications and drawings. Fill materials (except peastone bedding), aggregates, geotextile, rip rap shall be paid for separately. This item shall also include the removal of all materials used in the construction of drain crossing, from the premises, and the return of the drain, drain banks, and connecting areas back to their original state;

which includes all grading, top soiling, and turf establishment. The culverts and removed soils shall become the property of the Contractor.

AA. Contract Item No 24: Demobilization (Lump Sum)

Payment for this item shall be paid for at the Contract Lump Sum price. This item shall include all necessary labor, transportation, equipment, tools, incidentals, materials, storage, and subcontracting services for the removal of Contractor’s facilities, equipment, personnel, security, supplies, and incidentals at the conclusion of the work including the removal (at the conclusion of work) of access roads, ramps, and exits; removal of temporary storm water management system; and removal of temporary sanitary facilities, and soil erosion and sedimentation control measures upon approval of the permitting agency and

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as approved by the Professional/Owner.

BB. Contract Item No 25: Owner’s Allowance (Provisionary Allowance)

A provisionary allowance of $150,000.00 shall be included, in the event that unforeseen conditions arise, and/or for additional work at the site, as identified by the Professional.

This allowance may only be used upon approval by the Owner and change authorization by the Professional. Payment shall be in accordance with the conditions of the Contract

Documents. The Contractor shall provide appropriate backup documentation with payment request.

Not Used

Payment Procedures

FBAPL 01271-1

SECTION 01271

PAYMENT PROCEDURES

1.01 SUBMITTALS

A. Submit all progress and final Applications for Payment, in accordance with the approved

Schedule of Values (see Section 01290).

B. An original copy of each Application for Payment shall be submitted to the Professional.

C. Each Application for Payment for shall cover one calendar month.

D. Submit all Applications for Payment with itemized charges and support documentation.

3.01 PREPARATION

A. Progress Application for Payment

Progress applications for payment shall be prepared in accordance with the Contract

Documents and formatted as follows:

1. Application Form (DMB Form 440)

a. Fill in required information, including that for Change Orders executed prior to the end date of the service period (one month).

b. Fill in summary of dollar values, to agree with respective totals indicated on continuation sheets.

c. Execute certification with signature of a responsible officer for the

Contractor. The document must also be notarized.

d. Include the dates of the Application for Payment service period (one month).

2. Continuation Sheets (AIA G702 and G703)

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May 2026

a. Each payment request shall be prepared on American Institute of

Architects (AIA) Forms G702 and G703: Application and Certification for

Payment Form.

b. Fill in total of all scheduled component items of Work, with item number and scheduled dollar value for each item.

c. Fill in dollar value in each column for each scheduled line item when

Work has been performed.

d. List each Change Order executed prior to the end date of the service period at the end of the continuation sheets. List by Change Order number, and description.

3. Support Documentation

Include all documentation (i.e. weight tickets, manifests, utility bills, subcontractor invoices, Operation and Maintenance Forms, analytical data) that supports each line item during the applicable Application for Payment service period. The support documentation shall cover each line item requiring back up data, as applicable or as determined by the Professional. The Professional shall not recommend payment for any payment request that does not have all of the required support documentation, until all required documentation has been submitted.

B. Application for Final Payment

The Contractor must notify the Professional when the Work will be Substantially

Complete. If the Professional agrees that the project is Substantially Complete, the

Professional will review the Work. The Professional, upon determining that the Work, or a portion of the Work viewed, is substantially complete, will prepare a Punch List and will attach it to the respective Certificate of Substantial Completion. The Contractor must be represented on the job site at the time this review is made and thereafter must complete all Work by the date set for final acceptance by the Owner.

Application for final payment shall be prepared in accordance with the Contract

Documents and the following:

The Contractor shall submit the following to the Professional in order to receive payment after substantial completion has been reached (the exact forms may differ):

1. Written notification to the Owner indicating that the project is complete

(substantial completion)

2. Application for Payment forms (substantial completion and final payment)

3. If the project is bonded, consent to make final payment from the bonding company with power of attorney (final payment)

4. Guarantee and Indebtedness Statement form (DMB 437) (substantial completion)

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May 2026

5. Certificate of Substantial Completion for the Contract Work form (DMB 445)

(substantial completion and final completion). This form must be dated to reflect actual date of substantial completion and final completion, as appropriate.

6. Request to adjust the contract amount to coincide with actual cost of Work performed (final payment)

7. Any other submittals, as required by the Owner (substantial completion and final payment)

3.02 UNCOMPLETED AND DEFECTIVE WORK

A. Upon Substantial and/or Final Completion of the Work, or designated part of the Work on which separate Contract times and Contract Price are specified, payment may be made in full subject to the following:

1. A withholding of two hundred percent (200%) of the value of any uncompleted

Work, as determined by the Professional.

2. Any other deductions as the Professional may recommend or the Owner may withhold to cover defective work, liquidated damages, and the fair value of any other items entitling the Owner to a withholding.

Schedule of Values

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SECTION 01290

SCHEDULE OF VALUES

1.01 SCHEDULE OF VALUES

The Schedule of Values is an itemized list that establishes the value or cost of each line item, including lump sum and unit priced items. It shall be used as the basis for preparing progress payments and may be used as a basis for negotiations concerning additional Work or credits, which may arise during the construction. Quantities and unit prices may be included in the Schedule of Values, when approved by or required by Professional.

1.02 PREPARATION

A. The Schedule of Values shall be prepared in accordance with the Contract Documents and additionally shall include:

1. Project name and location

2. Project number

3. Name, address, and phone number of Contractor

4. Date of submission

B. Cost itemizations shall be in sufficient detail to indicate separate values for each part of the

Work. The Contractor is required to submit a detailed breakdown of each line item for this project. The breakdown, at a minimum, will include labor, tools, material, equipment, sampling costs, insurance, bonds, and subcontractor costs.

C. When requested by the Professional, support values with data that will substantiate their correctness.

D. The sum of the individual values for all tasks shown on the Schedule of Values must equal the total Contract price.

E. The Schedule of Values may separately itemize the costs of purchase and delivery and the costs of installation, if the Contractor intends on requesting payment for these activities prior to installation.

Project Management and Coordination

FBAPL 01320-1

SECTION 01320

PROJECT MANAGEMENT AND COORDINATION

1.01 PROJECT COORDINATION:

A. Prior to beginning the Work, the Contractor shall meet with the Professional in order to arrange the schedule for the project. Once the project is started, it shall be carried to completion without delay.

B. Phasing of Work shall be clearly established and verified through the Professional prior to commencing Work in any area. No site work shall begin until authorized by the Owner or

Professional.

C. The Contractor is responsible for contacting MISS DIG, property owner, and all other applicable utility companies, a minimum of three working days prior to work start. MISS DIG

1-800-482-7171.

D. All communications, submittals, questions, etc. shall be directed to the Professional throughout the duration of the project.

1.02 PRE-CONSTRUCTION MEETING

A. The Professional shall schedule a Pre-construction Meeting to be attended by the EGLE

Project Manager, Professional, Property Owner, and Contractor. When no organizational meeting is called, the Contractor, prior to beginning of any Work, shall meet with the

Professional to arrange a Work schedule for the project. A project kick-off meeting shall be conducted immediately prior to the start of work if required by the Owner or Professional.

Once the project has been started, the Contractor shall carry it to completion without delay.

Meeting minutes shall be generated by the Professional and distributed to all attendees.

B. Comply with requirements stated in the CQC/CQA Plan.

1.03 PROGRESS MEETINGS

A. The Professional will schedule weekly progress meetings, to be held on the job site and attended by the Contractor, Professional, EGLE Project Manager, and others involved in the construction activities. Progress meetings may also be called whenever deemed necessary in order to supply information necessary to prevent job interruptions, to observe the Work, or to inspect completed Work. The Contractor shall report weekly activities and problems and solutions. The Contractor shall be represented at each progress meeting by persons with full authority to act for the Contractor in regard to all portions of the Work. Meeting minutes shall be generated by the Professional and distributed to all attendees. The frequency of progress meetings may be reduced to once every other week at the discretion of

Project Management and Coordination

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the Professional and Owner.

B. Comply with requirements stated in the CQC/CQA Plan.

Submittal Procedures

FBAPL 01330-1

SECTION 01330

SUBMITTAL PROCEDURES

1.01 PURPOSE

A. To verify that products, systems, forms, and services proposed by the Contractor for use on this Project conform with the design intent. Contractor shall submit to the Professional project data, shop drawings, samples, certifications, schedules, manuals, and other submittals, as required in these specifications.

1.02 RESPONSIBILITY AND AUTHORITY

A. Neither the Owner’s authority to review any of the Submittals by the Contractor, nor the

Owner’s decision to raise or not to raise any objections about the Submittals, creates or imposes any duty or responsibility on the Owner to exercise any such authority or decision for the benefit of the Contractor/Subcontractor/Supplier, any surety to any of them or any other third party. The Contractor is not relieved of responsibility for errors or omissions in shop drawings, product data, samples, or similar submittals just because the Professional approved them.

1.04 SUBMITTAL CLASSIFICATION

Submittals are classified as Owner/Professional Approved (OA) or For Information Only (FIO).

1.05 PREPARATION OF SUBMITTALS BY CONTRACTOR

A. Review submittal items for legibility, conformance to the Contract Documents, coordination between work items, and completeness according to submittal requirements of each specification section. Certify review by signing transmittal form, and list Contractor’s comments. The Contractor must give the Professional specific written notice of any variation from the requirements of the Contract Documents.

B. Provide the following information on the transmittal for each submittal:

1. Date of submittal

2. Project Name, Contract No., and Location

3. Submittal No., in sequence, beginning…