DWH PN 90505AA Bond Forfeiture_SPECIFICATIONS.pdf

SPECIAL CONDITIONS AND TECHNICAL

SPECIFICATIONS

FOR

DWH, LLC P.N. 90505AA BOND

FORFEITURE

DAM NECK ROAD, VIRGINIA BEACH,

VIRGINIA

PREPARED BY:

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF ENERGY

DIVISION OF MINERAL MINING

July 29, 2026

Table of Contents

SPECIAL CONDITIONS

Section 1

Section 2. DEFINITIONS

Section 3. SCOPE OF WORK

Section 4. TIME SCHEDULE

Section 5. WORK BY CONTRACTOR

Section 6. WORK BY AGENCY

TECHNICAL SPECIFICATIONS

1. MOBILIZATION

2. SITE PREPARATION

3. TREE REMOVAL AND DISPOSAL

4. STRUCTURE REMOVAL AND DISPOSAL

5. SPECIAL LIME TREATMENT

6. REVEGETATION

7. CLEAN UP AND REPAIR OF DAMAGE

SPECIAL CONDITIONS

DWH, LLC P.N. 90505AA BOND FORFEITURE

Section 1.

All of the following parts considered as a whole shall comprise the complete specifications. They are complementary and anything called for by one and not the others shall be considered binding as though called for by all.

1.1 Bid Package (General Clauses, General Conditions, Notice and Instructions to Bidders, etc.).

1.2 Special Conditions (Pages 1-7) and Construction Specifications (Pages 8-15)

1.3 Construction Drawings (Sheet 1).

Section 2. DEFINITIONS

2.1 The word “Agency” shall mean the Commonwealth of Virginia, Department of Energy, Division of

Mineral Mining.

2.2 Where the word “Contract” is used, it shall be understood to refer either to a purchase order placed by the

Agency and accepted by the Contractor together with this specification and all other documents referred to in such purchase order; or to a formal contract executed by the Agency and the Contractor, together with this specification and other documents referred to in such formal contract.

2.3 The word “Contractor” means the person, firm, or corporation named as such in the contract and includes the plural number and the feminine gender when such are named in the contract as the Contractor.

2.4 The word “Subcontractor” means only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design but does not include one who merely furnishes material not so worked.

2.5 Where the word “Work” is used, it shall be understood to mean and include any and all labor, supervision, services, materials, machinery, equipment, tools, supplies and facilities called for by, and to complete, the

Contract.

Section 3. SCOPE OF WORK

3.1 The work to be performed under the terms of this Specification consists of mine site reclamation on the site known as the DWH, LLC P.N. 90505AA Bond Forfeiture in the city of VIRGINIA BEACH, Virginia, for the Commonwealth of Virginia.

3.2 The intent of this Specification is to prescribe the complete work to be performed. The specification is written to permit and direct the work to be conducted by the selected Contractor. If there are any contradictions between the Specifications and Drawings, the Contractor shall bring these facts to the attention of the Agency and obtain the Agency’s decision as to the true meaning and intention.

3.2.1 The Contractor remains responsible for timely identifying any conflicts as may be found to the attention of the Agency.

3.2.2 In the absence of a formal written response from the Agency, or in the event the Contractor fails to bring such to the attention of the Agency, the Contractor is responsible to ensure compliance with the most stringent requirement.

Section 4. TIME SCHEDULE

4.1 The Work shall be executed with sufficient personnel, equipment and material to complete the work in a period of 45 calendar days.

Section 5. WORK BY CONTRACTOR

The Contractor shall:

5.1 Furnish all supervision, labor, materials, tools and equipment necessary to perform all work. The work shall consist principally of the following:

5.1.1 Remove signage, storage trailer and contents, and stockpile of lime.

5.1.2 Remove and dispose of two piles of tree debris

5.1.3 Revegetate all disturbed areas.

5.2 Be responsible for receiving, unloading, storing, protecting and handling all materials and equipment furnished by the Contractor or the Agency for the execution of all work under this Specification.

5.3 Be responsible for demurrage or claims incurred because of negligence in expediting the unloading of materials or equipment.

5.4 Replace any defective material furnished by the Contractor or any defective work performed by the

Contractor’s forces at the Contractor’s own expense.

5.5 Furnish to the Agency for approval before start of work, a Schedule of Work and procedure for construction of the work covered by the contract.

5.6 Be responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon. The Contractor shall immediately notify the Agency of any impending problems, which could delay the completion of the work.

5.7 Before starting the work, contact the Agency for proper clearance and be governed by the Agency’s instructions.

5.8 Be responsible for locating, relocating and protecting from damage existing underground and overhead utilities when such utilities are clearly visible. Be responsible for verifying the location of all utilities, pipes, etc. before initiating the work.

5.9 Confine all workers to the construction area.

5.10 Provide drinking water and containers.

5.11 Provide watchmen, safety barricades, lights, signs and other items necessary for layout and installation of the work.

5.12 Furnish all labor, stakes, templates and tools and perform all field surveying and engineering to establish construction quantities and the lines and grades necessary for layout and installation of the work.

5.13 Be completely familiar with the location and accessibility of various construction and storage sites to determine the best material and equipment handling methods for the orderly completion of the work.

5.14 Have on the work site during construction a competent superintendent, duly authorized to represent and act for the Contractor in all matters pertaining to the work covered by this Specification.

5.15 Not perform any additional or temporary work for the Agency’s account unless on specified written orders, signed by the Agency’s authorized representative and Contractor and only in the amounts of the various types of work specified in said orders.

5.16 Work in close cooperation with the Agency and others engaged in the project so that the work will be completed with dispatch and in an orderly manner.

5.17 Continuously maintain adequate weather and fire protection of the Contractor’s work from damage and shall protect property from damage or loss arising in connection with this contract. The Contractor shall make good any such damage or loss.

5.18 Comply with the provisions of the “Occupational Safety and Health Act of 1970, Public Law 91-596”, 29

CFR and 30 CFR; and the Safety Codes Commission of the Commonwealth of Virginia, issued by the

Department of Labor and Industry under Title 40.1 of the Code of Virginia (1950), as amended. The

Contractor shall be held liable to the Agency for any health and/or safety infractions, on the Contractor’s part, which cause the Agency or surface owner to receive a citation and/or fine from any local, state or federal agency. Actual costs involved will require satisfaction, by the Contractor, to the Agency or surface owner.

5.19 Maintain the site of work in an orderly manner. The Contractor shall provide personnel and supervision to continuously clean up the construction area under this jurisdiction. Should the Contractor refuse or fail to clean up or remove debris when requested by the Agency, it is understood that the Agency may employ others to do this work, and without further authority withhold the cost thereof from any payment due the

Contractor.

5.20 Dispose of all debris and waste resulting from work at a disposal site approved by the Agency. The

Contractor shall comply with all Department of Environmental Quality requirements concerning the use, handling, and disposal of petroleum products, working in or near streams and wetlands, burning or releasing emissions into the air, and disposal of solid waste and hazardous or toxic waste. The Contractor shall not put or spill any materials into any drainage system that would pollute area streams or waterways.

The Contractor shall be liable for any pollution caused directly or indirectly by the Contractor’s employees or those of any subcontractors.

5.21 Furnish all special apparatus, welding machines, air compressors, hoisting equipment, tools, implements, cartage, scaffolding, ladders, planks, acetylene gas, oxygen gas, expendable materials, temporary light and heat, construction materials, shims, and all other materials that may be required for the proper completion of the work.

5.22 Furnish electrical power, gas, compressed air, and any other utilities required for use during construction.

The Contractor shall remove all temporary wiring, switches, lights, piping, and connections to service facilities used during construction. Such connections shall not be made without approval of the Agency.

5.23 Provide temporary supports as may be required during construction including those necessary to ensure the stability of the proposed excavation or working under mine roofs.

5.24 Not be permitted to drive any crawler type equipment or rollers on any paved roads except on rubber tire floats or similar vehicles. The Contractor shall protect pavement when it is necessary to move such type equipment across any paved roadway.

5.25 Not be permitted to keep within buildings or structures any stock of gasoline, kerosene, diesel fuel or similar flammable material. Any such flammables shall be stored in areas arranged by the Contractor, in a manner approved by the Agency and in compliance with the Department of Environmental Quality’s AST

Regulations.

5.26 Be responsible for shoring as required to prevent damage to any adjacent structures, utilities or property.

5.27 Repair to the satisfaction of the Agency, at the Contractor’s own expense, any damage to adjacent structures, utilities or property.

5.28 Allow and provide the Agency access to the work for inspection whenever it is in preparation or progress, and provide proper facilities for such access and inspection.

5.29 The drawings and specifications illustrate the general character and scope of the work. Any additional detail and other information deemed necessary by the Agency will be furnished to the Contractor when and as required by the work.

5.30 Where the word “similar” appears on the drawings, it shall be interpreted in its general sense and not as meaning identical, and all details shall be worked out in relation to their location and their connection with other parts of the work.

5.31 The specifications are divided into several parts for convenience only, since the entire specifications must be considered as a whole. The divisions of the specifications are not intended to control the Contractor in dividing the work among subcontractors or to limit the work performed by any trade. The Contractor shall be responsible for the coordination of the trades, subcontractors, and venders engaged upon this work.

5.32 The Contractor shall verify measurements or dimensions shown on the drawings at the site. Where there are discrepancies, the Agency shall be consulted.

5.33 The Contractor shall maintain at the site one copy of all drawings, specifications, addenda, change orders and other modifications, in good order and marked to record all changes made during construction.

5.34 Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area. The affected utility companies will mark the location of the underground lines within 48 hours after being notified. If the work is to continue more than 15 days, they will return to remark the utility lines as requested. Further details about the Miss Utility program and its requirements are available at the website www.missutilityofvirginia.com.

5.35 The Contractor shall comply with all regulations governing storm water discharges from construction activities. The contractor shall implement an erosion and sediment control plan throughout the duration of construction activities.

5.36 The Contractor shall certify that all materials meet the requirements of these specifications and governing authorities.

5.37 The Contractor shall comply with permits issued by the Army Corps of Engineers and any other permits required to complete construction for this project.

Section 6. WORK BY AGENCY

The Agency will:

6.1 Furnish the site in an “as is” condition.

6.2 Provide limited area, not necessarily adjacent to the site, for storage purposes and for the Contractor’s offices, change houses, sanitary stations, and tool and storage sheds. The Contractor shall make and maintain access to the facilities.

6.3 Furnish all design and detail drawings necessary to complete the specified work. One set of Plans and

Specifications will be sold to interested bidders. Additional sets of Plans and Specifications will be issued to the selected Contractor as needed.

6.4 Designate in the field the manner in which the work is to be performed, as conditions warrant, if not detailed in the Specifications or shown on the Drawings.

6.5 Inspect the work during its progress. No work will be considered completed until approved by the Agency.

6.6 Obtain right of entry.

TECHNICAL SPECIFICATIONS

FOR

DWH, LLC P.N. 90505AA BOND FORFEITURE

1. MOBILIZATION

1.A SCOPE

This item shall consist of the mobilization and demobilization of the Contractor’s forces and equipment necessary for performing the work required to complete the Contract.

1.B PROCEDURE

It shall include the purchase of contract bonds (if applicable), eVA fees, insurance, transportation of personnel, equipment and operating supplies to the site, and other preparatory work at the site.

It shall not include mobilization for any specific item of work for which payment for mobilization is provided elsewhere in the Contract.

This item covers mobilization for work required by the Contract at the time of award. If additional mobilization costs are incurred during performance of the contract as a result of changed or added items of work for which the Contractor is entitled to an adjustment in contract price, compensation for such costs will be included in the price adjustment for the items of work changed or added.

1.C MEASUREMENT AND PAYMENT

1.C.i Measurement: Measurement for MOBILIZATION shall be Lump Sum for the job as shown in the project Scope of Work.

1.C.ii Payment: Total payment for MOBILIZATION shall not exceed 10% of the Base Bid amount.

Exceeding this limit may be basis for rejection of the bid as non-responsive. The Base Bid amount shall be the total of all sub-items on the Bid Schedule, less the amount for Mobilization.

Payment for MOBILIZATION shall be the Lump Sum amount listed on the Bid Schedule and shall constitute full compensation for all labor, equipment, materials and incidentals necessary to complete the work.

Payment for MOBILIZATION shall be made on the basis of 50% of the Lump Sum amount on the first invoice submitted and the remaining 50% on the final invoice.

2. SITE PREPARATION

2.A SCOPE

This item shall consist of minor site preparation activities necessary to support project access and construction operations. Work under this item shall be limited to maintenance, repair, and stabilization of existing access roads as needed to support equipment and vehicle access, particularly during wet or soft ground conditions, as directed by the Project Inspector.

2.B PROCEDURE

Repair and surfacing of the access roads shall be performed only in locations and to the extent directed by the

Project Inspector.

The site is primarily an open field, and no clearing, grubbing, or tree removal is anticipated under this item.

Removal of previously stockpiled tree material is specified in section 4. TREE REMOVAL AND

DISPOSAL.

2.C MEASUREMENT AND PAYMENT

2.C.i Measurement: Measurement for SITE PREPARATION shall be on a per job basis for all work accepted and approved by the Agency.

2.C.ii Payment: SITE PREPARATION shall be based upon the Lump Sum amount on the Bid Schedule.

Payment as specified shall be full compensation for all labor, materials, equipment and incidentals necessary to complete the work.

3. TREE REMOVAL AND DISPOSAL

3.A SCOPE

This item shall consist of the removal and disposal of two (2) large piles of trees and associated woody debris located on the mine property, as identified by the Project Inspector. Work shall include loading, processing, hauling, disposal, grading, and revegetation of all disturbed areas associated with this activity.

3.B PROCEDURE

The Contractor shall remove the tree piles using equipment and methods suitable for the size and condition of the material. Tree material may be mulched and hauled off-site or loaded and hauled off-site in whole or partial form, at the discretion of the Contractor, provided all material is removed from the permit area.

Burning of tree material may be permitted, provided the Contractor obtains all required permits and approvals from local, state, federal, and military authorities, including but not limited to the local fire department and any applicable air station or aviation authorities. All permitting, coordination, compliance, and execution associated with burning operations shall be the sole responsibility of the Contractor. If burning is approved, it shall be conducted in accordance with all permit conditions and applicable regulations.

Failure to obtain approval for burning shall not relieve the Contractor of the obligation to remove and dispose of all tree material in accordance with these specifications, nor shall it constitute grounds for additional compensation or extension of contract time.

All tree material and debris shall be disposed of at an approved disposal facility or otherwise lawfully recycled or processed. Unlawful disposal is prohibited. Burial or disposal of ash, charred material, or burn residue on-site is prohibited. All ash and burn residue shall be removed from the permit area and disposed of in accordance with applicable regulations.

All areas disturbed as a result of tree removal, processing, access, staging, or hauling operations shall be graded to a stable condition and restored to approximate original contours or as directed by the Project

Inspector. Disturbed areas shall be revegetated in accordance with the Revegetation section of these specifications.

3.C MEASUREMENT AND PAYMENT

3.C.i Measurement: Measurement: Measurement for TREE REMOVAL AND DISPOSAL shall be on a per job basis for all work accepted and approved by the Agency.

3.C.ii Payment: TREE REMOVAL AND DISPOSAL shall be paid for on a Lump Sum basis as listed in the Bid Schedule. Payment as specified shall be full compensation for all labor, materials, equipment, permits, disposal fees, burning operations (if approved), grading, revegetation, and all incidentals necessary to complete the work. No additional compensation shall be allowed due to permitting requirements, denial of burn permits, or method of disposal selected by the Contractor.

4. STRUCTURE REMOVAL AND DISPOSAL

4.A SCOPE

This item shall consist of the removal and disposal of site structures and materials including, but not limited to: one (1) Conex box storage trailer currently located on-site, including all contents contained therein; and all signage within the project area, including permit signage, speed limit signs, and other roadway or informational signs. All items to be removed shall be as identified on the plan drawings or as directed by the

Project Inspector. Work shall include loading, hauling, disposal, grading, and revegetation of all areas disturbed by these activities.

4.B PROCEDURE

The Contractor shall open, load, and remove the Conex box trailer and all contents from the permit site.

Should materials be encountered that are considered hazardous or toxic (including but not limited to

Asbestos Containing Materials (ACM), lead-acid batteries, or unknown chemicals), the Agency shall be notified immediately. Work shall not proceed until the materials have been identified and appropriate handling, cleanup, or disposal procedures have been approved by the Agency and applicable regulatory authorities.

All signage, foundations, posts, anchors, and associated supports shall be completely removed.

All removed materials, including trailer contents and signage shall become the property of the Contractor unless otherwise directed by the Agency. Materials shall be removed from the permit site and recycled, reused, or disposed of at an approved facility at the discretion of the Contractor. Burning of material or unlawful disposal is prohibited.

All areas disturbed by removal operations shall be graded to a stable condition for approval by the Project

Inspector. Disturbed areas shall be revegetated in accordance with the Revegetation section of these specifications.

4.C MEASUREMENT AND PAYMENT

4.C.i Measurement: Measurement for STRUCTURE DEMOLITION AND DISPOSAL shall be on a per job basis for all work accepted and approved by the Agency.

4.C.ii Payment: STRUCTURE DEMOLITION AND DISPOSAL shall be based upon the Lump Sum amount on the Bid Schedule. Payment as specified shall be full compensation for all labor, materials, equipment and incidentals necessary to complete the work.

5. SPECIAL LIME TREATMENT

5.A SCOPE

This item shall consist of furnishing and applying agricultural limestone to designated areas of extremely acidic soil as identified on the Drawings or by the Project Inspector. The designated treatment areas total approximately 2.37 acres. Work shall include spreading, incorporation, grading as necessary, and all labor, equipment, and materials required to complete the work.

5.B MATERIAL

5.B.i Agricultural limestone shall conform to the requirements of Section 6.C.i REVEGETATION and shall have a minimum Calcium Carbonate Equivalent (C.C.E.) of ninety percent (90%).

5.C PROCEDURE

The designated treatment areas shall receive agricultural limestone at a rate of ten (10) tons per acre. The lime shall be incorporated uniformly into the upper six (6) inches of soil using disking, tilling, or other approved methods. Areas shall be graded as necessary to maintain positive drainage and prepare the site for revegetation.

Lime shall be applied as early as practicable during project construction and prior to final seedbed preparation to allow maximum opportunity for precipitation and soil interaction before revegetation activities commence.

The designated treatment areas shall receive a total lime application rate of ten (10) tons per acre. The lime application specified under this item shall replace the lime application requirements specified in Section 6

REVEGETATION within these areas only.

5.D MEASUREMENT AND PAYMENT

5.D.i Measurement: Measurement for SPECIAL LIME TREATMENT shall be on a per job basis for all work accepted and approved by the Agency.

5.D.ii Payment: SPECIAL LIME TREATMENT shall be paid for on a Lump Sum basis as listed in the Bid Schedule. Payment shall be full compensation for furnishing, hauling, spreading, incorporating, grading, and all labor, materials, equipment, and incidentals necessary to complete the work.

6. REVEGETATION

6.A SCOPE

This item covers the furnishing of all labor, equipment, and material for preparing the seedbed, liming, fertilizing, tilling, seeding and mulching on the designated areas. Designated areas encompass all disturbed areas, including secondary access roads leading to the tree disposal areas, within the project limits and as directed by the Agency representative.

6.B SUBMITTALS

Kinds and varieties of seeds, as shown on the tables below of these specifications shall be delivered to the project. All seeds shall comply with applicable state and federal seed laws and contract requirements. The

Agency reserves the right to have seeds tested after they have been delivered to the project.

6.C MATERIAL

6.C.i Lime: Lime material shall be ground agricultural limestone and shall conform to the minimum

Calcium Carbonate Equivalent (C.C.E.) guaranteed by the supplier and approved by the Agency representative. Agricultural limestone applied for seeding shall have a minimum C.C.E. of ninety percent (90%). The supplier shall certify this analysis.

6.C.ii Fertilizer: Fertilizer shall be standard commercial product. The rate of fertilizer applied shall be

300 pounds per acre of 16-27-14 or as approved by the Agency. Fertilizer may be applied by mechanical spreader or hydraulically by a hydroseeder. Fertilizer and seed may be applied at the same time with a hydroseeder. Water used in a hydroseeder shall have a pH between 6.0 and 9.0.

6.C.iii Seed: All seed mixtures shall conform to the requirements of the temporary and permanent seed mixture schedules detailed below and shall be certified as discussed in the Submittals section of this specification.

6.C.iv Inoculants: All leguminous seed shall be inoculated with inoculant specified for use on that particular seed. The Manufacturer’s directions for inoculating seed shall be followed. Inoculants shall be applied at double the manufacturer’s rate. Inoculant shall be mixed with legume seed prior to mixing with other seeds. Pre-inoculated legume seed from a supplier may be used.

6.C.v Mulch: Wood cellulose or paper fiber mulch for use with a hydroseeder shall be applied at the rate of 2,000 pounds per acre. This mulch shall be applied along with seed, lime and fertilizer mixtures. Alternatively, material for mulching may consist of dry straw or hay, free of noxious weeds. The mulch shall be reasonably bright in color and shall not be musty, moldy, caked, decayed or very dusty. Straw or Hay Mulch shall be applied at the rate of 4,000 pounds per acre.

6.D PROCEDURE

6.D.i General Qualifications: All seeding work shall be performed by the Contractor or licensed subcontractor (which shall be approved by the Agency) with demonstrated experience and who has the necessary equipment to complete all operations required. It is anticipated that all areas shall be seeded by using a hydroseeder. However, other mechanical equipment may be used if approved by the Agency.

6.D.ii Surface Preparation: Prior to seeding, both the construction site and disposal area shall be worked to ensure the final surface is free of large rocks. The disposal area should be graded as needed to ensure the final surface is suitable for agricultural (hayland/pasture) use.

6.D.iii Seeding Schedule: After completion of grading and liming operations, the areas shall be seeded.

Areas eroded by rainfall or crusted over shall be repaired prior to seeding. The Project Inspector shall approve all seeding operation time schedules. It is recommended that the seeding operations be confined from February 15th and June 15th and September 1st to November 1st to obtain satisfactory results. There may be some occasions such as during winter or summer months, when some areas may require temporary seeding. The Agency representative may require these operations when deemed necessary to prevent erosion and sedimentation. Temporary seed mixtures and rates shall be applied during these periods.

6.D.iv Permanent Seed Mixture: Permanent seed mixture and rates are specified below. The quality of seed shall conform to or exceed seed quality standards. Any substitution or adjustment shall be approved by the Agency representative.

Permanent Seed

Name Lbs. /Acre

Orchard Grass 25

Annual Ryegrass 10

Red Clover 5

Ladino Clover 5

Birdsfoot Trefoil 5 Redtop grass 3

TOTAL 53

6.D.v Temporary Seed Mixture: Temporary seeding mixtures and rates are specified below. Any substitution shall be approved by the Agency representative. Permanent seed mixtures shall be applied at the first available seeding period on all temporary seeded areas.

Summer Mixture

German Foxtail Millet 40

Annual Ryegrass 20

TOTAL 60

Winter Mixture

Annual Ryegrass 20 Cereal Rye 40

TOTAL 60

6.D.vi Lime Application: Lime shall be spread at a rate of 2 tons per acre as directed by the Agency representative prior to final grading (tracking) for incorporation into the soil.

6.D.vii Mulch Application: Mulch shall be required on all seeded areas including the permanent spoil disposal area, designated grass access roads, and all areas above waterlines of treatment structures.

Mulch shall be applied as soon as practicable after seeding and fertilizing, but no later than 24 hours after the seeding operation. Mulch shall be blown or spread to a uniform depth. Not more than 10% of the soil surface shall be left exposed after mulching. Straw mulch shall be anchored to the seeded surface by spraying with wood cellulose fiber at a rate of 1,500 pounds per acre.

6.E MAINTENANCE

The Contractor shall maintain all seeded areas until final acceptance of the project and shall restore or replace any portion of the seeding work that is found defective or which becomes damaged prior to final acceptance. Restoration or replacement work shall include additional fertilization, seeding and mulching as directed by the Agency representative. When the damage consists only of the displacement of the mulch, the mulch shall be replaced within 7 days.

Areas reseeded or replanted shall also include construction maintenance areas where vegetation is destroyed due to repair work. Progressive seeding of small project areas shall be required during the complete project. Maintenance work for revegetation shall be reviewed prior to each seeding operation throughout the project and corrective action on prior seeded/planted areas may be required. The Contractor at his/her cost shall complete revegetation maintenance.

Other provisions of these Contract Documents notwithstanding, disturbances outside the project limits caused by the Contractor shall be seeded in accordance with these specifications at the Contractor’s expense, under the direction of the Agency.

6.F MEASUREMENT AND PAYMENT

6.F.i Measurement: Revegetation shall be measured on a per ACRE basis for all work accepted and approved by the Agency.

6.F.ii Payment: Payment for Revegetation shall be based on the acreage of area seeded and accepted by the Agency and the unit price listed in the Bid Schedule. Payment shall be full compensation for all labor, materials, equipment, and incidentals necessary to complete the work.

7. CLEAN UP AND REPAIR OF DAMAGE

7.A SCOPE

This item shall consist of cleaning up the site prior to demobilization, repairing damage and guarantee of workmanship.

7.B CLEANING UP

After all construction work is complete, prior to final payment, all exposed areas shall be cleaned and left in an acceptable condition. All unused material shall be removed from the site or otherwise disposed of as directed by the Agency. Any bare areas shall be seeded and treated in accordance with the applicable specification.

7.C REPAIRING DAMAGE

Any damage done to structures, fill, or other areas shall be repaired at the Contractors expense before final payment is made. In the event such damage occurs as a result of instructions from the Agency, payment will be made at the price agreed to by the Contractor and Agency.

7.D GUARANTEE

The Contractor shall assume responsibility for all workmanship and materials for a period of time as described in the General Conditions.

7.E MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for CLEANUP AND REPAIR OF DAMAGE. This work shall be considered incidental to Mobilization.