Bidset_final_2452~1.pdf

PDF 837 KB Posted Sep 4, 2024

Attached to: AML 2452 Madison No 12 Airshaft
Solicitation number: 25-422DNR-MINES-B-44595
Issued by: Washington County, Illinois

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Written by GovTribe AI · Sep 24, 2024

This document is the specifications for the Madison No 12 Airshaft 2024 project, Project Number AML-EWmE-2452, issued by the Illinois Department of Natural Resources, Office of Mines and Minerals, Division of Abandoned Mined Lands Reclamation. The objective is to abate a settled airshaft on private property caused by the collapse of a previous filled airshaft. The work includes special excavation, earth excavation, coarse aggregate fill, furnishing and installing concrete, installing soil, and furnishing and installing soil fill. The estimated quantities are provided for each pay item. The project is located in Williamson County, Illinois, with a GPS location of N 37.7623, W 88.9332. The project has a starting date within 7 calendar days of the bid letting and a contract ending date of 60 days after execution.

Pricing for the project is based on unit prices for the various pay items. The contractor must provide the location and documentation that any off-site soil fill material was obtained from an approved source. The contractor is responsible for obtaining all necessary permits and will not be allowed to perform additional work for the property owner without prior written approval from the Department. The contractor must comply with the Department's Storm Water Pollution Prevention Plan and is liable for restoration of water quality and aquatic life if adversely affected.

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SPECIFICATIONS

Madison No 12 Airshaft 2024 AML-EWmE-2452

September, 2024

Benton Office Ronnie Huff, Director 503 E. Main Street Office of Mines and Minerals Benton, Illinois 62812 Lance Range, Supervisor

(618) 439.9111 Division of Abandoned Mined

Lands Reclamation

Project Name: Madison No 12 Airshaft 2024 Project Number: AML-EWmE-2452

DESCRIPTION OF THE PROJECT

The objective of this project is to abate a settled airshaft that has formed in the ground surface. The airshaft is located on private property and is caused by the collapse of the previous filled airshaft. The opening will be referred to herein as an airshaft. The coal depth in the area is 104’ feet in depth. The Madison No 12 C.C. operated from 1920-1931.

LOCATION OF THE PROJECT

Project site is located T8S, R1E, SW4, Section 20 situated in Williamson County. GPS coordinates are N 37.7623, W 88.9332

SPECIAL NOTE

The existing settled void is due to the settlement of backfill unconsolidated material within the abandoned airshaft. The manner which the shaft was filled is unknown. It should be noted that additional unconsolidated or failure of material with the shaft could occur. Therefore, all work within the vicinity of the shaft should be considered dangerous and the contractor should employ all safety procedures deemed necessary.

SECTION 10 - SCOPE OF WORK

The Engineer reserves the right to increase, decrease, or delete any of the proposed pay items. Quantities included in the bid proposal are based on best available information and may be adjusted dependent upon actual conditions encountered in the field.

The work to be accomplished is described in the following text and associated figures:

A) Special Excavation – Excavate approximately (60.0 cubic yards) of loose soil and debris from the base and side walls of the shaft to an approximate depth of 17.0 feet below the ground surface. The south end of the shaft shall be excavated to expose the south-end shaft wall. The special excavation includes removing the material within the top of the settled existing consolidated material.

B) Earth Excavation – Excavate approximately (40.0 cubic yards) of soil from the top of the shaft walls (estimated to be 2 ft below the existing ground surface.) The top of the shaft walls shall be clear of loose soils material, then excavate a trench around the peripheral of the shaft collar 1 ft wide and 2 ft depth. Excavated material shall be stockpiled on-site at a location designated by the engineer or his representative.

C) Coarse Aggregate Fill - Furnish and Install approximately (162.0 tons) of 8” crusher run limestone aggregate. The gradation of the limestone coarse aggregate is 8” with fines. The aggregate shall be filled to within 5 ft of the top of the shaft walls. The coarse aggregate shall meet the requirements of Section 1004, Article 1004.01 of the Standard Specifications for Road and Bridge Construction.

D) Furnish and Install Concrete – Furnish and install approximately (56.0 cubic yards) of IDOT Class SI concrete. Material shall conform to IDOT Standard Specification 1020.04, with a 6-inch to 8-inch slump. The concrete shall be a 6-bag mix. The intent of this work is to create a concrete plug and concrete cap that is keyed into the shaft walls and the footer located around the peripheral of the shaft. The concrete is to be placed into the shaft and will not be allowed to drop more than 6 ft. The concrete shall be placed in one continuous pour, and to a depth designated by the engineer or his representative. Note: Rebar #5 anchors (see Concrete Cap Detail) shall be 36 inch in length. The rebar shall be drilled into the center of the shaft wall a minimum 6” and secured with epoxy material. Rebar shall be bent at a 90 deg angle and extend approximately 24 inches toward the inside of the shaft walls. The concrete shall be allowed to cure for 3 days before installing the soil cap.

All work and cost to prepare the concrete cap shall be incidental to the Furnish and Install Concrete pay item.

E) Install Soil – Install approximately (40.0 cubic yards) of on-site material.

The soil is to conform with Section III General Requirements and Covenants Section 84.1 and is to be installed in two-foot lifts. The soil is to be compacted as completely as possible after each two-foot lifts. The soil is to be placed and graded according to the detail sheet (see Detail Sheet).

F) Furnish and Install Soil Fill – Furnish and Install approximately (31.0 cubic yards) of off-site material. The quality of the clay soil is to conform with Section III General Requirements and Covenants and will be subject to the Engineer’s approval or his representative. The soil is to be compacted as completely as possible after each two-foot lifts. The soil is to be placed and graded according to the detail sheet (see Detail Sheet).

G) CA-6 Rock - Furnish and Install approximately (20.0) tons of CA-6 coarse aggregate road rock. The coarse aggregate shall be placed on the access road as directed by the engineer or representative. The coarse aggregate rock shall be graded to the satisfaction of the engineer or his representative. The coarse aggregate shall meet the requirements of Section 1004, Article 1004.01 of the Standard Specifications for Road and Bridge Construction.

H) Mobilization/Demobilization – (Lump Sum) All disturbed areas and site access shall be restored to the preconstruction conditions. Soil cover shall be graded and tilled to prepare a good seedbed, fertilized adequately with 10-10-10 fertilizer, seeded with a lawn mix at the rate of 40 lbs. per acre, and mulched with straw at the rate of 1 ton per acre. The seeding dates for this project is October 1, 2024 to November 1, 2024.

STARTING DATE OF THE CONTRACT

Work on the project shall commence within 7 calendar days of the bid letting of the contract. The Contractor shall contact the Department within the 2-day period to notify the department of anticipated construction start-up.

CONSTRUCTION ENDING DATE

Failure to complete all contract provisions within the contractual period shall be considered a material breach of the Contract, and the Department may assess liquidated damages immediately upon such failure, and until said work is completed, as provided in section 86 - Prosecution of Work, listed below.

All remaining work, including final clean-up, removal of equipment, final inspection, any alterations, repair, remedial or holdover work, reseeding, and submission of the final pay request shall be completed prior to the contract ending date.

PROJECT ENDING DATE

Project ending date will be 60 days after contract execution.

SECTION 80 GENERAL REQUIREMENTS AND COVENANTS

81 - ADDENDUMS

The "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022, by the Illinois Department of Transportation; as amended and supplemented by the "Supplemental Specifications and Recurring Special Provisions," adopted January 1, 2024 (hereinafter referred to collectively as "Standard Specifications"), are incorporated by reference and made a part of this specification. (The Standard Specifications can be purchased from the Illinois Department of Transportation.)

In the application of the Standard Specifications to this Contract, references to the Department of Transportation shall be interpreted to mean the Department of Natural Resources, Office of Mines and Minerals, Division of Abandoned Mined Lands Reclamation.

82 - DEFINITION OF TERMS

Engineer - The Director of the Department of Natural Resources of the State of Illinois, or his authorized representative limited by the duties entrusted to him. The terms project inspector and project manager are synonymous with Engineer.

Gob - Coarse textured mine waste material, generally acidic, from a coal cleaning process. This material is composed of rock, shale, pyritic material and varying amounts of coal. The material varies considerably in its moisture content, texture, stable angle of repose and bearing capacity.

Mine Spoil - A mixture of various soil and rock material because of the removal of overburden to expose the coal in surface mining. The material varies considerably in its moisture content, texture, stable angle of repose and bearing capacity.

Slurry - A mixture of coal fines and fine coal waste material resulting from a coal cleaning process. This material is composed of water, silts, clays, pyritic material, and coal. The material varies considerably in its moisture content, stable angle of repose, shear strength and bearing capacity.

Clay soil - A naturally occurring soil, classified by AASHTO as A-6 or as CL under the Unified Classification.

Mine refuse - This is a mixture of gob, naturally occurring surface soils, and debris in varying compositions.

Suitable Fill- This shall be all material classified by the project inspector as having desirable fill characteristics.

Unsuitable Fill Material- This shall be all material classified by the project inspector as having undesirable characteristics for refilling the excavation.

Clean Soil Fill - This shall be that part of Suitable Fill material, which is classified by the project inspector as having desirable soil characteristics and being as reasonably free of foreign or deleterious matter.

Non-Clean Soil Fill - This shall be that part of Suitable Fill material which has not been classified as clean soil fill by the project inspector.

Debris - This is material that is not suitable for use in project activities.

83 - BIDDING REQUIREMENTS AND CONDITIONS

It shall be the responsibility of the Contractor to visit the project site to become fully acquainted with all the details pertaining to the project. When the plans or Specifications include information pertaining to subsurface exploration, borings, test pits and other preliminary investigation, such information represents the best knowledge of the Department as to the location, character or quantity of the materials encountered and is only included for the convenience of the bidder. The Department assumes no responsibility whatever in respect to the sufficiency or accuracy of the information, and there is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the work, or that unanticipated developments may not occur.

The topographical land features of abandoned coal mine sites have typically been altered or impacted by the mining operations. When mine refuse covers those features, it may be difficult or impossible to discover or estimate the full extent of impact to the ground surface. The depths and composition of mine refuse, as well as corresponding ground surface characteristics as represented in the Plans, are based upon available information and extrapolations from surrounding land features and deductive reasoning as to the probable techniques employed by the mining operation. The Plan lines that indicate existing conditions do not purport to fully represent minor variations in refuse depth or thickness, or small, hidden pockets of mine refuse. Such conditions encountered shall not constitute a basis for unit price adjustment or extra compensation.

84 - GENERAL MATERIAL AND WORK REQUIREMENTS

84.1 - Materials

All material removed from the project site is to be disposed of in a State of Illinois approved landfill or a location approved by the project manager.

Salvage of materials will be allowed only on an approved basis. Non-reusable, clean soil fill may be removed to a disposal site which is convenient to the contractor which is subject to the project engineer’s approval. All soil furnished is to be approved by the project engineer and clean and free of non-soil matter (i.e.: tree limbs, cans, bricks and etcetera). All earthen backfill materials are to be placed in 0.6 m (2-foot) lifts and compacted as completely as possible after each lift. Compaction can be accomplished using a backhoe bucket or mechanical tamper unless specified by contract provisions. The contractor must provide the location and documentation that the clay soil was obtained from a quarry, an existing construction site or a precise USDA soil series description of the soil to be used as fill. The borrow location shall be subject to the project engineer's approval.

Note: Prime and Unique soils are not allowable as fill material. All work is to be approved by the project manager.

84.2 - Measurement for payment

All quantities shall be measured as in-place quantities for payment unless specified otherwise by contract provisions.

84.3 - Mobilization/demobilization

Mobilization/demobilization is to include all work necessary to gain access and egress to the work site and to repair all project-related property damages upon completion unless specified otherwise by the project engineer or specification provisions. Demobilization shall include the cost of restoration and re-vegetation unless specified otherwise by contract provisions.

84.4 – Interpretations

The Contractor shall make interpretations of the surface and subsurface conditions which may affect methods or cost of execution of the work, and herein agrees to make no claim for damage or compensations should the Contractor find conditions during the progress of the work different from those calculated and/or anticipated.

84.5 - Drainage

The site shall be maintained so that it will always be well drained. If, during the prosecution of the work, it is necessary to interrupt existing sewer or under-drainage, temporary drainage facilities shall be provided until the permanent drainage work has been completed. Such temporary drainage facilities will be considered incidental to the contract.

The Contractor shall be responsible for and shall take all necessary precautions to preserve and protect all existing tile drains, sewers and other sub-surface drains or parts thereof which may be affected by his operations, and which may be continued in use without change. He shall repair, at his own expense, all damage to such drainage facilities resulting from negligence on his part.

84.6 - Existing Pavements

Existing on-site roadways may be used for construction traffic. The Contractor shall provide temporary additional roads needed for required construction access, maintain existing roads throughout construction, and restore to original or better condition at completion of work.

All asphalt that is damaged or removed to facilitate construction activities shall be repaired. Repair includes clean cut damage areas and asphalt replacement in such a manner so that the repair areas conform with adjacent areas in a functional and aesthetically pleasing manner. Repaired areas shall be of an equivalent thickness and type as the original and shall be rolled smooth. All work associated with this item shall be considered incidental to the contract unless explicitly covered by specification provisions.

All concrete work including, but not limited to, driveways, sidewalks, curbs, gutters, and foundations which are damaged or removed to facilitate construction activities shall be repaired. Repaired areas shall be functionally equivalent and aesthetically pleasing. Repaired areas shall be of an equivalent thickness and type as the original. All work associated with this item shall be considered incidental to the contract unless explicitly covered by specification provisions.

84.7 - Base and topping materials

For temporary construction which will be removed when no longer needed for construction purposes, and all affected areas restored to original or better condition at the completion of work, the selection of these materials is at the Contractor's option, unless otherwise specified.

84.8 - Owner occupancy

Projects involving residential property typically include Owners that continue to occupy premises during the entire construction period. The Contractor shall cooperate with Owners in scheduling operations to minimize conflict and to facilitate Owner's usage.

84.9 - Temporary controls

A. Dust and Mud Control:

The Contractor shall provide positive methods and apply dust control materials to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from dispersing into the atmosphere. All work associated with this item shall be considered incidental to the contract unless explicitly covered by specification provisions.

B. Debris Control:

The Contractor shall initiate and maintain a specific program to prevent accumulation of debris at the construction site, storage, and parking areas, or along access roads and haul roads. All work associated with this item shall be considered incidental to the contract unless explicitly covered by specification provisions.

C. Pollution Control:

The Contractor shall provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by the discharge of noxious substances and sediments from construction operations.

All projects involving the disturbance of 5 or more acres are covered by NPDES General Permit Number ILR100000, issued by the Illinois Environmental Protection Agency (IEPA) for storm water discharges from construction site activities. The Contractor shall be required to comply with the provisions of the General Permit and must become a party to the Department of Natural Resources; Office of Mines and Minerals; Division of Abandoned Mined Lands Reclamation Storm Water Pollution Prevention Plan.

The Contractor shall prevent harmful substances, such as acid water, from entering public or private waters. If treatment of acid water is determined necessary by the Engineer and it is not specified within these special provisions, any water treated will be paid for in accordance with Article 109.04 of the Standard Specifications. The Contractor is liable for restoration of water quality and aquatic life if adversely affected by his/her actions. The Contractor shall maintain all such systems throughout the duration of the project.

The Contractor shall provide systems for control of atmospheric pollutants to prevent toxic concentrations of chemicals; to prevent harmful dispersal of pollutants into the atmosphere; and to comply with all permit requirements that may apply.

Any water encountered, which is discharged into drainage areas, shall be treated if necessary to meet IEPA Mine Discharge Standards. Any cost for this shall be considered incidental unless specified otherwise in contract provisions.

The Contractor must notify the Engineer immediately if buried wastes, liquid waste vessels or other potentially harmful materials are encountered. Necessary precautions should be taken to safeguard the area and to protect workers and the public until further directions are provided by the Engineer.

84.10 - Responsibility of the contractor

The Contractor shall be responsible for obtaining any and all permits required by local ordinances, state and/or federal laws, and shall be required to become a party to the Department of Natural Resources; Office of Mines and Minerals; Division of Abandoned Mined Lands Reclamation (Department) Storm Water Pollution Prevention Plan, as mandated by the Illinois Environmental Protection Agency General Permit for Storm Water Discharges. Consents for Right of Entry from property owners will be obtained by the Department.

Any fees required for the procurement of other permits which may be necessary shall be at the expense of the Contractor, not to be reimbursed by the State, but to be considered incidental to the contract.

During the performance of this construction contract, the Contractor shall not enter into any agreement to provide additional work for or at the direction of the owner(s) of the property where the reclamation shall take place, or with the owner(s) of adjacent or nearby property, without the prior written approval of the Department. The Contractor agrees that any additional work to be performed for such owners, after approval by the Department, will not be permitted to interfere with the scheduled operations or planned reclamation results specified for the reclamation project. The Contractor further agrees to indemnify and hold harmless the Department against any and all claims for personal injury or property damage arising out of or occasioned by the additional work.

84.11 - Underground Utilities and other obstructions

It shall be the sole responsibility of the Contractor to locate and avoid all underground utilities, facilities, and other structures and obstructions and for that purpose shall employ all necessary precautions and methods to insure avoidance of and/or damage to such underground conditions. In the event such damage does occur, the Contractor shall be solely liable, therefore, and shall notify the affected owner and the project manager immediately and make or have made all necessary repairs and bear the expense thereof and all resulting damage caused thereby.

85 - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

85.1 - Protection and Restoration of Property

If any damages are incurred from the Contractor's operations to any properties outside of the project site as shown on the plans, the Contractor shall be responsible for all repairs required to restore the damaged areas to their original condition regardless of the property involved. Any deviations from the project site or requirements specified herein shall only be done with written approval of the Engineer pursuant to the following:

1. Written request from the Contractor, due to the limitations of the construction area as it affects his efficiency to complete the contract.

2. If the Engineer deems it necessary to deviate from the project site, as provided herein, to improve the workability of the contract.

85.2 - Insurance

The Contractor shall obtain and thereafter keep in force the following insurance coverage provided by insurance companies acceptable to the Department and authorized to transact business under the laws of the State of Illinois. Coverage limits shall be written at not less than the minimum specified in this Article. Higher minimum limits and additional coverage may be specified by a special provision elsewhere in the contract. Whether stated in this Article or elsewhere, the Department does not warrant the adequacy of the types of insurance coverage, or the limits of liability specified.

(a) Workers Compensation and Employers Liability

(1) Workers’ compensation shall be provided in accordance with the provisions of the Illinois Worker's Compensation Act, as amended.

Notwithstanding the rating and financial size categories stated in this Article, coverage may be provided by a group self-insurer authorized in Section 4(a) of the Act and approved pursuant to the rules of the Illinois Department of Insurance.

(2) Employers Liability

a. Each Accident $500,000

b. Disease - policy limit $500,000

c. Disease - each employee $500,000

(b) Commercial General Liability

Required liability insurance coverage shall be written in the occurrence form and shall provide coverage for operations of the Contractor;

operations of subcontractors (contingent or protective liability);

completed operations; broad form property damage and hazards of explosion, collapse and underground, and contractual liability. The general aggregate limit shall be endorsed on a per project basis.

(1) General Aggregate Limit $2,000,000

(2) Products - Completed Operation

Aggregate Limit $2,000,000

(3) Each Occurrence Limit $1,000,000

The coverage shall provide by an endorsement in the appropriate manner and form, the Department, to its officers, agents and employees shall be named as additional insurers with respect to the policies and any umbrella excess liability coverage for occurrences arising in whole or in part out of the work and operations performed. The Department may accept a separate owner's protective liability policy in lieu of the Department, its officers, and employees being insured on the Contractor's policy.

The policy shall cover owned, non-owned and hired vehicles.

Bodily Injury & Property Damage Liability Limit Each Occurrence $1,000,000

(d) Umbrella Liability

Any policy shall provide excess limits over and above the other insurance limits stated in this Article. The Contractor may purchase insurance for the full limits required or by a combination of primary policies for lesser limits and remaining limits provided by the umbrella policy.

When work is to be performed within railroad right-of-ways, the requirements of Article 107.11 of the Standard Specifications will also apply.

All insurance shall remain in force during the period covering occurrences happening on or after the effective date and remaining in effect during performance of the work and at all times thereafter when the Contractor may be correcting, removing or replacing defective work until notification of the date of final inspection. Termination or refusal to renew shall not be made without 30 days prior written notice to the Department by the insured(s) and the policies shall be endorsed so as to remove any language restricting or limiting liability concerning this obligation.

Certified copies of the original policies or certificate(s) of insurance by the insurer(s) issuing the policies and endorsements setting forth the coverage, limits and endorsements shall be filed with the Department before the Department will execute the contract. In no event shall any failure of the Department to receive polices or certificates or to demand receipt be construed as a waiver of the Contractor's obligation to obtain and keep in force the required insurance.

All costs for insurance as specified herein will be considered as included in the cost of the contract. The Contractor shall, at its own expense and risk of delay, cease operations if the insurance required is terminated or reduced below the required amounts of coverage. Coverage in the minimum amounts set forth herein shall not be construed to relieve the Contractor from its obligation to indemnify in excess of the coverage in accordance with the contract.

85.4 - Limitation on Mechanics Liens

The owners and tenants of private property involved in Abandoned Mined Land (AML) projects are not responsible to the Contractor, nor to any subcontractor, material supplier, operator or laborer for any of the costs or expenses of the reclamation work. AML projects are undertaken pursuant to the Abandoned Mined Lands and Water Reclamation Act for the protection of the public health and safety and/or protection of the environment. Project design, contracting, and payment are the sole responsibility of the Department.

In the event of a contract dispute, the Contractor's remedies shall be limited to those provided in the Contract and to claims or actions to be brought against the Department in the Illinois Court of Claims, pursuant to the Court of Claims Act (Ill. Rev. Stat 1991, Ch. 37, par. 439.1 et. seq.). The Contractor shall not place any mechanics liens against any private property involved in the reclamation project.

Subcontractors, material suppliers, operators, and laborer’s remedies for non-payment include all legal actions against the Contractor, claims and actions brought against the Contractor's surety under the contract performance, payment bond, and claims for "Liens Against Public Funds" as provided in paragraph 23(c) of the Mechanics Lien Act. Subcontractors, material suppliers, operators, and laborers shall have no rights in regard to liens against private property.

The Contractor shall cause the terms of this Special Provision to be included in all subcontracts.

86 - PROSECUTION OF WORK

The Contractor shall at all times prosecute the work diligently and in a workmanlike manner, with suitable and adequate equipment and personnel and with a minimum of damage and disturbance. The Contractor shall maintain a protective barrier around the affected area during non-working hours.

In the event that the Contractor fails to complete all work within the time specified, or within such extra time as may have been allowed by extensions, the Contractor shall be liable to the Office and Mines and Minerals in the amount specified in the table below for each calendar day for each day of overrun in contract time or such extended time as may have been allowed.

Such liability shall be considered not as a penalty but as liquidated damages.

The Office and Mines and Minerals may withhold such amounts for which the Contractor is liable from such sums as may be due the Contractor under the terms of the agreement.

Original Contract Amount Daily Charge

From More To and Calendar

Than Including Day

$ 0 $ 100,000 $ 475 100,000 500,000 750

500,000 100,000 1025

87 - ACCOUNTING REQUIREMENTS

87.1 Payments to the Contractor

Payments shall be made to the Contractor at the rate of actual units used times the unit price bid except for "lump sum" price items. They shall be paid at the lump sum price bid. The Contractor shall furnish weight, volume and quantity receipts to document units used.

The contractor further represents that he will comply with the Illinois prevailing wage law and pay workers in accordance with the prevailing rates set forth by the Illinois Department of Labor. The contractor shall provide to the Office and Mines and Minerals, along with each invoice for payment, a certified payroll for the billing period and material and quantity receipts for units used. The Office and Mines and Minerals may withhold payment of any invoice until such time as all necessary documents as required by contract provisions have been provided to the Office and Mines and Minerals.

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Ho ok an d un ho ok ch ip b ox fr om ag gr eg at e tru ck

; d ist rib ut e m at er ial w ith in ch ip b ox

; p er fo rm fl ag gi ng w or k r ela te d to o il a nd ch ip re se ali ng ; h an d sp ra y o il f lu id s;

ha nd le tra ffi c c on tro l, i nc lu di ng se tti ng -u p an d m ain ta in in g ba rri ca de s, dr um s, co ne s, de lin ea to rs, si gn s a nd o th er su ch it em s, as w ell as la yin g-ou t a nd ap pl yin g or re m ov in g te m po ra ry ro ad wa y m ar kin gs u se d to co nt ro l t ra ffi c i n jo b sit e re lat ed to o il a nd ch ip re se ali ng

; a nd p er fo rm cl ea n-u p re lat ed to o il a nd ch ip re se ali ng

ILE

, M

E F

R, T

FIN

As sis tin g, h elp in g or su pp or tin g th e til e, m ar bl e an d te rra zz o m ec ha ni c b y p er fo rm in g th eir h ist or ic an d tra di tio na l w or k as sig nm en ts re qu ire d to co m pl et e th e pr op er in sta lla tio n of th e wo rk co ve re d by sa id cr af ts.

T he te rm

"C er am ic" is u se d fo r na m in g th e cla ss ifi ca tio n on ly, an d is in n o a l im ita tio n of th e pr od uc t h an dl ed . C er am ic ta ke s i nt o co ns id er at io n m os t h ar d til es

Co ns tru ct io n, m ain te na nc e an d di sm an tli ng o f o ve rh ea d an d un de rg ro un d ele ct ric p ow er lin es , in clu di ng h ig h vo lta ge p ip e ty pe ca bl e wo rk

, a nd as so cia te d str uc tu re s a nd e qu ip m en t.

Op er at io n of al l c ra wl er ty pe e qu ip m en t D -4 an d lar ge r f ro m th e gr ou nd to as sis t t he El ec tri c P ow er Li ne m en in p er fo rm in g th eir du tie s.

- C

Op er at io n of al l o th er e qu ip m en t f ro m th e gr ou nd to as sis t t he

El ec tri c P ow er

Li ne m en in p er fo rm in g th eir d ut ies

Ap pl ies to w or ke rs wh o as sis t t he

El ec tri c P ow er

Li ne m an fr om th e gr ou nd

M S

In sta lla tio n, se rv ice an d m ain te na nc e of lo w-vo lta ge sy ste m s w hi ch u til ize s t he tr an sm iss io n an d/ or tr an sfe re nc e of vo ice , s ou nd vis io n, or d ig ita l f or co m m er cia l, e du ca tio n, se cu rit y a nd e nt er ta in m en t p ur po se s f or th e fo llo wi ng

: T V m on ito rin g an d su rv eil lan ce

, b ac kg ro un d/ fo re gr ou nd m us ic, in te rc om an d te lep ho ne in te rc on ne ct

, f iel d pr og ra m m in g, in ve nt or y c on tro l s ys te m s, m icr ow av e tra ns m iss io n, m ul ti-m ed ia, m ul tip lex , r ad io p ag e, sc ho ol

, in te rc om an d so un d bu rg lar al ar m s a nd lo w vo lta ge m as te r clo ck sy ste m s.

Ex clu de d fro m th is cla ss ifi ca tio n ar e en er gy m an ag em en t s ys te m s, lif e sa fe ty sy ste m s, su pe rv iso ry co nt ro ls an d da ta ac qu isi tio n sy ste m s n ot in tri ns ic wi th th e ab ov e lis te d sy ste m s, fir e ala rm sy ste m s, nu rse ca ll s ys te m s a nd ra ce wa ys e xc ee di ng fi fte en fe et len gt h.

W ill ia m so n

Co un ty P re va ili ng

W ag e Ra te s p os te d on

ILD

G, H

N Cl as s 1

. D riv er s o n ax le tru ck s h au lin g les s t ha n to n.

A ir co m pr es so r a nd w eld in g m ac hi ne s a nd b ro om s, in clu di ng th os e pu lle d by se pa ra te u ni ts, tr uc k d riv er h elp er s, wa re ho us e em pl oy ee s, m ec ha ni c h elp er s, gr ea se rs an d tir em en

, p ick up tr uc ks w he n ha ul in g m at er ial s, to ol s, or w or ke rs to an d fro m an d on th e-jo b si te , a nd fo rk lif ts up to

,00 lb . c ap ac ity

Cl as s 2 . T wo o r t hr ee ax le tru ck s h au lin g m or e th an to n bu t h au lin g les s t ha n to n.

-fr am e wi nc h tru ck s, hy dr ol ift tr uc ks va ct or tr uc ks o r s im ila r eq ui pm en t w he n us ed fo r t ra ns po rta tio n pu rp os es . F or k l ift s o ve r 6

,00 lb . c ap ac ity , w in ch tr uc ks , f ou r ax le co m bi na tio n un its

, a nd ti ck et w rit er s.

Cl as s 3 . T wo , t hr ee o r f ou r a xle tr uc ks h au lin g to n or m or e.

Dr ive rs on w at er p ul ls, ar tic ul at ed d um p tru ck s, m ec ha ni cs an d wo rk in g fo re pe rso ns

, a nd d isp at ch er s.

Fi ve ax le or m or e co m bi na tio n un its

Cl as s 4 . L ow B oy an d Oi l D ist rib ut or s.

Cl as s 5 . D riv er s w ho re qu ire sp ec ial p ro te ct ive cl ot hi ng w hi le em pl oy ed o n ha za rd ou s w as te w or k.

(O il a nd C hi p

Re se ali ng

It in vo lve s d riv in g of co nt ra ct or o r s ub co nt ra ct or o wn ed , le as ed

, o r h ire d pi ck up , d um p, s er vic e, or o il d ist rib ut or tr uc ks

. I nc lu de s tra ns po rti ng m at er ial s a nd e qu ip m en t ( in clu di ng

, b ut n ot lim ite d to o ils

, a gg re ga te su pp lie s, pa rts , m ac hi ne ry an d to ol

s) to o r fro m th e jo b sit e;

di str ib ut in g oi l o r l iq ui d as ph alt an d ag gr eg at e;

sto ck p ilin g m at er ial ; a nd m ain ta in in g tru ck s a t j ob si te re lat ed to o il a nd ch ip r es ea lin g.

Cl as s 1 . D ist rib ut or s, liq ui d as ph alt h au lin g an d ha ul in g of as ph alt ru bb er

-ti re d ro lle rs.

Cl as s 2 . S to ck pi lin g.

Cl as s 3 . T an de m h au lin g to jo b sit e.

- B

G, H

Cl as s 1 . A ll O ff

Ro ad

M at er ial

H au lin g

Eq ui pm en t, Al l T er ra in

C ra ne , A rti cu lat ed

D um p, As ph alt

M ac hi ne

S pr ea de r, As ph alt

P lan t As sis ta nt O pe ra to r, As ph alt P lan t O pe ra to r, As ph alt W id en er , A ss ist an t O pe ra to r o n Ro to m ills , A ut og ra de r, Au to m at ic

Sli pf or

Pa ve rs, B ac ke nd

M an o n

As ph alt M ac hi ne , B ac kh oe s, Ba rre l G ra pp ler

D ev ice s (

Al l), Bl ac ks m ith ,B lad e

Op er at or s ( Al l), Bo at

En gi ne er

, B oa t O pe ra to rs (A

ll) Br id ge s, Da m s &

W at er wa ys , B oa t P ilo ts re qu iri ng ce rti fic at io n an d or lic en sin g, B oi ler s, Bo om o r W in ch

C at

, B oo m o r W in ch T yp e

Tr uc ks , B or in g M ac hi ne s –

H or izo nt al, C lam sh ell , O ra ng e Pe el Op er at or , C on cr et e

Br ea ke r, Co nc re te

G ro ov er

, C on cr et e Gr in de r, Co nc re te C ur b

M ac hi ne

, C on cr et e Fin ish M ac hi ne o r S pr ea de r O pe ra to r, Co nc re te M ixe r

Pa ve r, Co nc re te P um p

Tr uc k, Co nc re te P lan t O pe ra to r, Co nc re te

W he el Sa w Op er at or s, Cr an es (A

ll) T ru ck

/T ra ck /R ub be r, Cr an e

(O ve rh ea

d) O pe ra to r, De rri ck G uy o r D er ric k T ru ck s, Di ng o, D itc hi ng

M ac hi ne s ( Al l), Do ze r O pe ra to rs, D ra gl in e or

S ho ve l

Op er at or s, Dr ed ge

B oo ste r P um p, D re dg e

En gi ne m an , D re dg e Op er at or /L ev er m an

, D ril l C at w /C om pr es so r M ou nt ed

, D ril lin g

Bo rin g M ac hi ne R ot ar y - S elf -P ro pe lle d, En dl oa de rs (A

ll) T ra ck

/R ub be r E lev at in g

Gr ad er , F lex pl an e, Fo rk lif ts/

Te le-

Ha nd ler s (

Al l), Ge ot he rm al W ell D ril lin g, G

o n m ac hi ne s a lre ad y u nd er th e ju ris di ct io n of

Lo ca l 3

, G ra da ll, Gr ea se rs, H ea vy Eq ui pm en t

Ro bo tic s O pe ra to r, Ho riz on ta l D ire ct io na l D ril l L oc at e Bo x, Hy dr o

Ex ca va tio n Eq ui pm en t, Se lf

Pr op ell ed o r P ul l T yp e

(A ll), H i-L ift

W ill ia m so n

Co un ty P re va ili ng

W ag e Ra te s p os te d on

Ho ist s, Ho ist in g En gi ne

, H or izo nt al Di re ct io na l D ril l O pe ra to r, In cin er at or s ( Ha z- M at o nl y), La se r S cr ee d, Lo co m ot ive /O pe ra to r, M as te r M ec ha ni c, M ar oo ka

B ug gi es

, M ixe rs cu . f t.

or o ve r, M ot or

P at ro l, P ile d riv er

O pe ra to r, Po st Dr ivi ng

Eq ui pm en t, Pu lls

Sc ra pp er s, Po we r P ac

C on tro ls (P ile D riv in

g) , P ug m ill, P ul ve riz er o r T ille rs, P us h Ca ts, Q ua d

Tr ac

, R ot at in g Ca b Fo rk lif ts, Ro m ills

, R ub be r T ire d

Fa rm

T ra ct or w ith

A tta ch m en ts ov er

/2 yd ., S elf -P ro pe lle d

Ch ip

S pr ea de r, Se lf- Pr op ell ed R ol ler w/

At ta ch m en ts, S ho t B las te r/B rid ge

D ec k, Sh ut tle

B ug gi e, Sid e bo om s, Sk id lo ad er

(S kid st ee

rs) , S kim m er S co op

, S py de r C ra ne s, St at io na ry

R oc k S lin ge r, Tr ac kh oe an d

Al l A tta ch m en ts, T re nc h M ac hi ne O pe ra to r, Tu gg er s, Ul tra

H ig h Pr es su re W at er

Je t C ut tin g M ac hi ne , V ac uu m , V ac uu m B las tin g M ac hi ne O pe ra to r, Va c J et , W eld er s, W ell o r C ais so n

Dr ills

, W ell

P oi nt P um ps or m or e, W oo d Ch ip pe r w /T ra ct or

Cl as s 2

Oi ler

s) Sh all b e cla ss ifi ed as

A ss ist an t O pe ra to rs, A ir Tr ac k D ril l w

/C om pr es so r, Al l M ac hi ne s u se d to S we ep

, C lea n, Br oo m o r r em ov e de br is or sn ow , A ny ty pe T ra ct or p ul lin g Ro lle r o r D isc

, A ut om at ic Bi ns o r S ca les w

/c om pr es so r o r g en er at or

Bu lk ce m en t P lan t w

/S ep ar at e Co m pr es so r, Co nc re te C ur b

M ac hi ne re qu iri ng

El ec tro ni cs , C on cr et e

Pl an t A ss ist an t O pe ra rs, Co nc re te o r P um p cr et e Pu m ps

, D ec k H an d on

B oa ts, D re dg e As sis ta nt O pe ra to r/M at e, Po we r B ro om , S elf -P ro pe lle d

Ro lle r/C om pa ct or , S tra w

M ul ch er

B lo we r, St um p Cu tte r M ac hi ne , T wo A ir Co m pr es so rs (2

o r o ve r), T wo A ir Tr ac k D ril ls, A ir co m pr es so r w

/v alv e dr ivi ng p ilin g, A ss ist an t O pe ra to r ( wh er e re qu ire d, re fe r t o Ar tic le

I, S ec tio n 9)

, E lev at or

O pe ra to r, Fo rm

Gr ad er , M an Li ft (S cis so r L ift

) w he n lif tin g m at er ial s, Pi le dr ive r a ct iva tin g air o r h yd ra ul ic va lve re ga rd les s o f l oc at io n, Ru bb er

Tir ed Fa rm T yp e

Tr ac to r w

/B lad e/ Bu lld oz er /A ug er

/H i-L ift o f 1 /2 yd . o r l es s, Se lf- Pr op ell ed C on cr et e

Sa w, S elf

-p ro pe lle d Ro bo tic s ro lle r i n us e tw o (2

) c on tin uo us h ou rs or m or e sh all b e m an ne d by an o pe ra tin g en gi ne er , S elf -P ro pe lle d

Vi br at or

, T ru ck C ra ne as sis ta nt o pe ra to r, Tw o

Co nv ey or s

Cl as s 3 . M ec ha ni c i n pe rm an en t s ho ps w ith ou t s ep ar at e sig ne d Co lle ct ive B ar ga in in g Ag re em en ts

No v.

th ru M ar ch

1, Ai r

Co m pr es so r (

M o r o ve r)

On e, Ai r T ra ck

D ril l ( on

e) , A ut om at ic

Bi n, Be lt

Dr ag

M ac hi ne

, B ul k C em en t P lan t w

/B ui lt-

Co pr es so r r un ni ng o ff sa m e m ot or o r e lec tri c m ot or , F ire m an o r S wi tc hm an , M ec ha ni ca l p las te re r a pp lic at or , P ip e

Tr ac t J ac k, Se lf- Pr op ell ed Fo rm T am pe r, Tr ac -A ir, M ixe rs

- l es s t ha n cu .ft

, M or ta r M ixe r w

/s ki or p um p, M ud ja ck s, On e W ell P oi nt

P um p W oo d

Ch ip pe r O ne O pe ra tin g

En gi ne er m ay o pe ra te o r m ain ta in an y c om bi na tio n of th e fo llo wi ng p iec es o f e qu ip m en t, no t t o ex ce ed fo ur (4 wh ich sh all b e wi th in re as on ab le di sta nc e;

su ch co m bi na tio n m ay in clu de th e eq ui pm en t i n th is cla ss ifi ca tio n:

Ai r

Co m pr es so r ( un de r 2

) F ou r L ig ht P lan ts

Ge ne ra to rs Pu m ps

C on ve yo rs M ot or

D riv en H ea te rs (2

) W eld in g

M ac hi ne s U lm ac

Eq ua l S pr ea de r

C (O il a nd

C hi p Re se ali ng O

. I nc lu de s t he o pe ra tio n of al l m ot or ize d he av y e qu ip m en t u se d in oi l a nd ch ip re se ali ng

, in clu di ng b ut n ot lim ite d to o pe ra tin g se lf-pr op ell ed ch ip sp re ad er s, an d all ty pe s o f r ol ler s ( bo th h ar d an d ru bb er ti re

d) ; a nd o th er d ut ies p er ta in in g to th e op er at io n or m ain te na nc e of h ea vy e qu ip m en t r ela te d to o il a nd ch ip re se ali ng

Cl as s 1 . S ee C las s 1 ab ov e fo r t yp es o f e qu ip m en t o pe ra te d.

Cl as s 2 . S ee C las s 2 ab ov e fo r t yp es o f e qu ip m en t o pe ra te d.

Cl as s 3 . S ee C las s 3 ab ov e fo r t yp es o f e qu ip m en t o pe ra te d.

- o pe ra te th e fo llo wi ng m ac hi ne s w he n wo rk in g on

R ive r W or k a nd

Le ve e W or k o n th e M iss iss ip pi an d

Oh io

R ive rs, La ke s a nd T rib ut ar ies

: A ll O ff Ro ad M at er ial H au lin g Eq ui pm en t, Al l T er ra in C ra ne

, A ll P ow er

B oa t Op er at or s, Ar tic ul at ed D um p, A sp ha lt

M ac hi ne

S pr ea de r, As ph alt

P lan t O pe ra to r, As ph alt

W id en er

, A ut og ra de r, Au to m at ic

W ill ia m so n

Co un ty P re va ili ng

W ag e Ra te s p os te d on

Sli pf or m

P av er s, Ba ck ho es

, B ar re ll G ra pp ler D ev ice s ( Al l), Bl ac ks m ith

, B lad e Op er at or s (

Al l), Bo at

En gi ne er

, B oa t O pe ra to rs (A

ll) Br id ge s, Da m s &

W at er wa ys , B oa t P ilo ts re qu iri ng ce rti fic at io n an d or lic en sin g, B oi ler s, Bo om o r W in ch C at , B oo m o r W in ch

T yp e Tr uc ks

, B or in g

M ac hi ne s – H or izo nt al, C lam sh ell

, O ra ng e

Pe el

Op er at or

, C on cr et e Br ea ke r, Co nc re te C ur b

M ac hi ne

, C on cr et e Fin ish M ac hi ne o r S pr ea de r O pe ra to r, Co nc re te M ixe r P av er

, C on cr et e Pu m p

Tr uc k, Co nc re te P lan t O pe ra to r, Co nc re te

W he el Sa w Op er at or s, Cr an es (A

ll) Tr uc k/

Tr ac k/ Ru bb er

, C ra ne (O ve rh ea d)

O pe ra to r, De rri ck

G uy o r D er ric k T ru ck s, Di ng o, D itc hi ng M ac hi ne s

(A ll), D oz er O pe ra to rs, D ra gl in e or

S ho ve l O pe ra to rs, D re dg e

Bo os te r P um p, D re dg e

En gi ne m an , D re dg e Op er at or /L ev er m an

, D ril l Ca t w /C om pr es so r M ou nt ed

, D ril lin g or B or in g M ac hi ne R ot ar y - S elf -P ro pe lle d, En dl oa de rs (A

ll) T ra ck

/R ub be r E lev at in g, G ra de r, Fle xp lan e, Fo rk lif ts/

Te le-

Ha nd ler s (

Al l), Ge ot he rm al W ell D ril lin g, G

o n m ac hi ne s a lre ad y u nd er th e ju ris di ct io n of

Lo ca l 3

Gr ad ea ll, Gr ea se rs, H ea vy

Eq ui pm en t R ob ot ics

O pe ra to r, Ho riz on ta l D ire ct io na l D ril l L oc at e

Bo x H yd ro

Ex ca va tio n Eq ui pm en t, Se lf-

Pr op ell ed o r P ul l T yp e

(A ll), H i-L ift , H oi sts

, H oi sti ng

En gi ne , H or izo nt al

Di re ct io na l D ril l O pe ra to r, In cin er at or s (

Ha z-

M at o nl y), La se r S cr ee d, Lo co m ot ive /O pe ra to r, M ar oo ka

B ug gi es

, M as te r M ec ha ni c, M ixe rs cu . f t.

or o ve r, M ot or

P at ro l, P ile dr ive r

Op er at or

, P os t D riv in g

Eq ui pm en t, Pu lls

S cr ap pe rs, P ow er

P ac

C on tro ls (P ile D riv in

g) , P ug m ill, P ul ve riz er o r T ille rs, P us h Ca ts, Qu ad

T ra c, Ro ta tin g Ca b Fo rk lif ts, R ot om ill, R ub be r T ire d Fa rm T ra ct or w ith A tta ch m en ts ov er

/2 yd

., S elf

-P ro pe lle d Ch ip

Sp re ad er

, S elf

-P ro pe lle d Ro lle r w

/A tta ch m en ts, S hu ttl e

Bu gg ie, S id eb oo m s, Sk id lo ad er

(S kid ste er s), S kim m er S co op

, S py de r

Cr an es , T ra ck ho e an d all A tta ch m en ts, T re nc h M ac hi ne O pe ra to r, Tu gg er s, Ul tra

H ig h- Pr es su re W at er

Je t C ut tin g M ac hi ne

Va cu um , V ac uu m B las tin g M ac hi ne O pe ra to…

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