***NOTICE*** THIS IS NOT AN OFFICIAL BID DOCUMENT

FOR PUBLIC REVIEW ONLY

Bidders need to contact the Grundy County Highway Department to request the official bid documents. Bidders must provide a copy of their current Illinois Department of Transportation (IDOT) Certificate of Eligibility to receive

official bid documents.

Grundy County Highway Department

245 N. Route 47 Morris, Illinois 60450

Phone: (815) 942-0363 Fax: (815) 942-4290

E-mail: highway@grundyco.org Website: www.grundyco.org/highway/

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Printed 10/24/2017 Page 2 of 6 Grundy 12200 (01/08/14)

NOTICE TO BIDDERS

County Grundy

Local Public Agency Vienna

Section Number 17-16128-00-BR

Route Waupecan Road

Sealed proposals for the improvement described below will be received at the office of Grundy County Highway Dept.,

245 N. Route 47 Morris, Illinois 60450 until 10:00 AM on November 22, 2017 Address Time Date

Sealed proposals will be opened and read publicly at the office of Grundy County Highway Dept.

245 N. Route 47 Morris, Illinois 60450 at 10:00 AM on November 22, 2017 Address Time Date

DESCRIPTION OF WORK

Name Waupecan Road over Bill's Rin Box Culvert Length: 60.00 feet ( 0.01 miles)

Location Waupecan Road, 1/4 mile east Gorman Road

Proposed Improvement Remove existing pipe culverts and install box culvert

1. Plans and proposal forms will be available in the office of Grundy County Highway Dept.

245 N. Route 47 Morris, Illinois 60450 Address

2. Prequalification

If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District Office.

3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals.

4. The following GRUNDY Forms shall be returned by the bidder to the Awarding Authority:

a. Grundy 12200: Local Public Agency Formal Contract Proposal b. Grundy 12200a Schedule of Prices c. Grundy 12230: Proposal Bid Bond (if applicable) d. Grundy 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects) e. Grundy 12326: Affidavit of Illinois Business Office

5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided.

6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.

7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.

8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened.

9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals.

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Printed 11/2/2017 Page 3 of 6 Grundy 12200 (01/08/14)

PROPOSAL

County Grundy

Local Public Agency Vienna

Section Number 17-16128-00-BR

Route Waupecan Road

1. Proposal of

for the improvement of the above section by the construction of a new box culvert.

a total distance of 60.00 feet, of which a distance of 60.00 feet, ( 0.011 miles) are to be improved.

2. The plans for the proposed work are those prepared by Strand Associates, Inc. and approved by the Department of Transportation on

3. The specifications referred to herein are those prepared by the Department and designated as “Standard Specifications for Road and Bridge Construction” and the “Supplemental Specifications and Recurring Special Provisions” thereto, adopted and in effect on the date of invitation for bids.

4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the “Check Sheet for Recurring Special Provisions” contained in this proposal.

5. The undersigned agrees to complete the work within 20 working days or by unless additional time is granted in accordance with the specifications.

6. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals, will be required. Bid Bonds will be allowed as a proposal guaranty. Accompanying this proposal is either a bid bond if allowed, on Department form Grundy 12230 or a proposal guaranty check, complying with the specifications, made payable to:

County Treasurer of Grundy County

The amount of the check is ( ).

7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number .

8. The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond or check shall be forfeited to the Awarding Authority.

9. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price.

10. A bid will be declared unacceptable if neither a unit price nor a total price is shown.

11. The undersigned submits herewith the schedule of prices on Grundy 12200a covering the work to be performed under this contract.

12. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on Grundy 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids below.

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County

Local Public Agency

Section

Route

Total

Item No. Items Unit Quantity Total20700220 Porous Granular Embankment Cu Yd 123

25000210 Seeding, Class 2A Acre 0.1

25000400 Nitrogen Fertilizer Nutrient Pound 8

25000500 Phosphorous Fertilizer Nutrient Pound 8

25000600 Potassium Fertilizer Nutrient Pound 8

25100115 Mulch, Method 2 Acre 0.1

25100630 Erosion Control Blanket Sq Yd 398

28000250 Temporary Erosion Control Seeding Pound 59

28000400 Perimeter Erosion Barrier Foot 20

28100107 Stone Riprap, Class A4 Sq Yd 32

28200200 Filter Fabric Sq Yd 32

40200800 Aggregate Surface Course, Type B Ton 61

50105220 Pipe Culvert Removal Foot 60

50800105 Reinforcement Bars Pound 11,480

54003000 Concrete Box Culverts Cu Yd 52

X7010216 Traffic Control and Protection, (Specia L Sum 1

Z0013798 Construction Layout L Sum 1

Grundy

(For complete information covering these items, see plans and specifications)

SCHEDULE OF PRICES

Waupecan Road

17-16128-00-BR

Vienna

Schedule for Multiple BidsSections Included in Combinations

Unit Price

Combination Letter

Bidder's Proposal for making Entire Improvements

Schedule for Single Bid

Grand Total

Printed 11/2/2017 Page 4-1 Grundy 12200a (01/08/14)

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Printed 10/24/2017 Page 5 of 6 Grundy 12200 (01/08/14)

CONTRACTOR CERTIFICATIONS

County Grundy

Local Public Agency Vienna

Section Number 17-16128-00-BR

Route Waupecan Road

The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the Department enter into the contract with the bidder.

1. Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedures established by the appropriate revenue Act, its liability for the tax or the amount of tax. Making a false statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action.

2. Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.

A violation of Section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation.

A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be permanently barred from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation.

3. Bribery. The bidder or contractor or subcontractor, respectively, certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm.

4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative Code. Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be cancelled.

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Printed 10/24/2017 Page 6 of 6 Grundy 12200 (01/08/14)

SIGNATURES

County Grundy

Local Public Agency Vienna

Section Number 17-16128-00-BR

Route Waupecan Road

(If an individual)

Signature of Bidder

Business Address

(If a partnership)

Firm Name

Signed By

Business Address

Inset Names and Addressed of All Partners

(If a corporation)

Corporate Name

Signed By

President

Business Address

President

Insert Names of Officers Secretary

Treasurer

Attest: Secretary

NOT FOR BID

Page 1 of 1 Grundy 12230 (Rev. 1/15) Printed on 10/24/2017 2:08:44 PM

Local Agency Proposal Bid Bond

RETURN WITH BID

Route

County

Local Agency

Section

Waupecan Road

Grundy

Vienna

17-16128-00-BR

PAPER BID BOND

WE as PRINCIPAL,

and as SURETY,

are held jointly, severally and firmly bound unto the above Local Agency (hereafter referred to as “LA”) in the penal sum of 5% of the total bid price, or for the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly pay to the LA this sum under the conditions of this instrument.

WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LA acting through its awarding authority for the construction of the work designated as the above section.

THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section and the PRINCIPAL shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence of the required insurance coverage, all as provided in the “Standard Specifications for Road and Bridge Construction” and applicable Supplemental Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect.

IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together with all court costs, all attorney fees, and any other expense of recovery.

IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their

respective officers this day of

Principal

(Company Name) (Company Name)

By: By: (Signature and Title) (Signature and Title)

(If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.)

Surety

By: (Name of Surety) (Signature of Attorney-in-Fact)

STATE OF ILLINOIS,

COUNTY OF

I, , a Notary Public in and for said county, do hereby certify that ( Insert names of individuals signing on behalf of PRINCIPAL & SURETY)

who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth.

Given under my hand and notarial seal this day of My commission expires

(Notary Public)

ELECTRONIC BID BOND Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed)

The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.)

Electronic Bid Bond ID Code (Company/Bidder Name)

(Signature and Title) Date

NOT FOR BID

Printed 10/24/2017 Page 1 of 2 Grundy 12325 (Rev. 1/15)

Apprenticeship or Training Program Certification

Route Waupecan Road

Return with Bid County Grundy Local Agency Vienna Section 17-16128-00-BR

All contractors are required to complete the following certification:

For this contract proposal or for all groups in this deliver and install proposal.

For the following deliver and install groups in this material proposal:

Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code, requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal requires all bidders and all bidders’ subcontractors to disclose participation in apprenticeship or training programs that are (1) approved by and registered with the United States Department of Labor’s Bureau of Apprenticeship and Training, and (2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the following certification: I. Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an

individual or as part of a group program, in an approved apprenticeship or training program applicable to each type of work or craft that the bidder will perform with its own employees.

II. The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors

submitted for approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish participation in an approved apprenticeship or training program applicable to the work of the subcontract.

III. The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program

sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder’s employees. Types of work or craft that will be subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job category for which there is no applicable apprenticeship or training program available.

NOT FOR BID

Printed 10/24/2017 Page 2 of 2 Grundy 12325 (Rev. 1/15)

IV. Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the contract or deliver and install proposal solely by individual owners, partners or members and not by employees to whom the payment of prevailing rates of wages would be required, check the following box, and identify the owner/operator workforce and positions of ownership.

The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and listed. The Department at any time before or after award may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment during the performance of the work of this contract or deliver and install proposal.

Bidder: By: (Signature) Address: Title:

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Printed 10/24/2017 Grundy 12326 (01/29/15)

Affidavit of Illinois Business Office

County Grundy Local Public Agency Vienna

Section Number 17-16128-00-BRRoute Waupecan Road

State of ) ) ss. County of )

I, of , ,

(Name of Affiant) (City of Affiant) (State of Affiant

being first duly sworn upon oath, states as follows:

1. That I am the of .

officer or position bidder

2. That I have personal knowledge of the facts herein stated.

3. That, if selected under this proposal, , will maintain a (bidder)

business office in the State of Illinois which will be located in County, Illinois.

4. That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal.

5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois Procurement Code.

(Signature)

(Print Name of Affiant)

This instrument was acknowledged before me on day of , .

(SEAL)

(Signature of Notary Public)

NOT FOR BID

Printed 10/24/2017 Page 1 of 2 BC 57 (Rev. 08/17/10)

Affidavit of Availability For the Letting of 11/22/2017

Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued unless both sides of this form are completed in detail. Use additional forms as needed to list all work.

Part I. Work Under Contract

List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE.

1 2 3 4 Awards Pending

Contract Number

Contract With

Estimated Completion Date

Total Contract Price Accumulated

Totals

Uncompleted Dollar Value if Firm is the Prime Contractor

Uncompleted Dollar Value if Firm is the Subcontractor

Total Value of All Work

Part II. Awards Pending and Uncompleted Work to be done with your own forces.

List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your company. If no work is contracted, show NONE.

Accumulated Totals

Earthwork

Portland Cement Concrete Paving

HMA Plant Mix

HMA Paving

Clean & Seal Cracks/Joints

Aggregate Bases & Surfaces

Highway, R.R. and Waterway Structures

Drainage

Electrical

Cover and Seal Coats

Concrete Construction

Landscaping

Fencing

Guardrail

Painting

Signing

Cold Milling, Planning & Rotomilling

Demolition

Pavement Markings (Paint)

Other Construction (List)

$ 0.00

Totals Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center.

Bureau of Construction 2300 South Dirksen Parkway/Room 322 Springfield, Illinois 62764

NOT FOR BID

Printed 10/24/2017 Page 2 of 2 BC 57 (Rev. 08/17/10)

Part III. Work Subcontracted to Others.

For each contract described in Part I, list all the work you have subcontracted to others.

1 2 3 4 Awards Pending

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Total Uncompleted

I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or rejected and ALL estimated completion dates.

Subscribed and sworn to before me

this day of , Type or Print Name Officer or Director Title

Signed

Notary Public

My commission expires

Company

(Notary Seal)

Address

NOT FOR BID

Special Provisions

Page 1 of 5 GRUN 11310

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted April 1, 2016, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of Section: 17-16128-00-BR and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. LOCATION OF WORK The project is located in southwest Grundy County in Vienna Township. The project is located on Waupecan Road, northwest of Mazon. The project is approximately 0.25 mile east of Gonnam Road and approximately 1.25 miles west of Buffalo Road, along Waupecan Road (Sections 9 and 16, Township 32N, Range 6E, 3rd Principal Meridian). A location map is shown on the cover of the drawings. DESCRIPTION OF WORK This project includes the furnishing of all labor, materials, and equipment necessary to remove the existing twin elliptical pipe culverts carrying Waupecan Road over Bill’s Run and replace them with a cast-in-place concrete box culvert. This project also includes all incidental and collateral work necessary to complete the improvements in accordance with the drawings and specifications. RESPONSIBILITY OF THE CONTRACTOR The contractor shall notify the Engineer a minimum of 48 hours prior to the commencement of work when they plan to begin and/or the start of a new construction activity. The contractor shall responsible to ensure that all utilities have been marked on site at least 48 hours prior to the start of construction or as required by law. The contractor shall protect any existing drainage fixture and field tiles providing drainage whether marked or unmarked on the plans. Should damage occur due to the contractor’s activities, the contractor shall repair said damage at the contractor’s own expense unless the Engineer determines that the damage was unavoidable. Should a conflict be discovered between these plans and conditions in the field, the contractor shall notify the Engineer immediately of the issue(s). No work that will

NOT FOR BID

Special Provisions

Page 2 of 5 GRUN 11310

directly affect or be affected by the conflict may proceed without the Engineer’s approval.

STATUS OF UTILITIES TO BE ADJUSTED:  

Name & Address of Utility AT&T 65 West Webster Floor 3 – Engineering Joliet, IL 60431

Type Telephone

Location North Side

Estimated Date Relocation Complete No Conflict Expected

ComEd 1910 S. Briggs Street Joliet, IL 60431

Electric North & South Sides

No Conflict Expected

The above represents the best information of the Department and is only included for the convenience of the bidder. The applicable provisions of Section 102 and Articles 105.07, 107.20, 107.31 and 108.02 of the Standard Specifications for Road and Bridge Construction shall apply. The Contractor shall have the utilities marked, and remarked as needed, to identify their location, during construction. The Contractor shall call JULIE at 811 to have the utilities located. EXISTING FIELD TILES Any existing drainage fixture providing drainage from field tile systems or otherwise to the stream, unless otherwise noted in the project plans, are to remain in place. Should any device be damaged by any of the Contractor’s activities, it shall be repaired or replaced by the Contractor in accordance with the applicable portions of the Standard Specifications for Road and Bridge Construction and to the satisfaction of the Engineer. When deemed by the Engineer that the damage was avoidable, no additional compensation will be made to the Contractor for material, labor, or equipment needed for repair or replacement of these items. CLOSING THE ROAD TO TRAFFIC Waupecan Road shall be closed to all traffic during construction. The Engineer may add requirements and/or conditions for the closure as deemed necessary. The contractor shall maintain access to private property throughout the limits of the improvement in

NOT FOR BID

Special Provisions

Page 3 of 5 GRUN 11310

accordance with the applicable portions of Article 107.09 and Article 107.14 of the “Standard Specifications”, and as directed by the Engineer. CONSTRUCTION SIGNS AND BARRICADES All temporary signs and barricades as specified in Article 107.14 and in the standards listed in the plans shall be furnished, erected and maintained by the contractor. CONSTRUCTION LAYOUT The contractor shall be responsible for laying out all needed points and grades required to complete the project as shown in the plans. This item will be paid for at the Contract Unit Price Lump Sum for CONSTRUCTION LAYOUT which shall include all materials, labor and equipment required. MOBILIZATION The provisions of Section 671 of the Standard Specifications are not applicable to this Proposal. PIPE CULVERT REMOVAL The existing culvert will remain the property of Vienna Township. The Contractor shall contact the Vienna Township Road Commissioner, Mr. Jim Gonnam, at (815) 287-9831 at least 2 business days before the pipes are removed. The Road Commissioner will decide what is to be done with the culvert. Should the pipes require transport offsite, the Road Commissioner will be responsible to make the proper arrangements. CONSTRUCTION DEBRIS Add the following to the third paragraph of Article 202.03 of the Standard Specifications: “ The contractor shall not conduct any generation, transportation or recycling of construction or demolition debris, clean or general or uncontaminated soil during construction, remodeling, repair or demolition of utilities, structures and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator or place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner and operator of the facility where debris or soil was transferred, disposed, recycled or treated, This documentation must be maintained by the Contractor for a minimum of three years after final acceptance of the project by the Department. “

NOT FOR BID

Special Provisions

Page 4 of 5 GRUN 11310

NON-SPECIAL WASTE DISPOSAL This work shall be performed in accordance with Section 669 of the Standard Specifications, except as modified herein. 669.01 Description. Add the following to the end of the first paragraph: “Any cost associated with the testing of material for classification as NON-SPECIAL WASTE will be paid for by the contractor. PID meter results will not be allowed to classify material as NON-SPECIAL WASTE.” 669.16 Basis of payment. Add the following to the end of the second paragraph: “A quantity has been added to the contract in the event that excavated soil tests positive for contamination and for that reason is not accepted by the contractor’s landfill. In the event that no contaminated soil is detected, the quantity will be deducted from the contract and no additional compensation will be due the Contractor.” PRECAST CONCRETE BOX CULVERT Precast option is allowed per Article 540.08 of the Standard Specifications. BOX CULVERT BACKFILL The structure excavation area behind the culvert along the length of the box culvert shall be backfilled with Granular Embankment in accordance with Section 206 of the Standard Specifications for Road and Bridge Construction. This material shall be placed to within 10” of the finished grade elevation and shall be placed and compacted in accordance with the applicable portions of the Standard Specifications for Road and Bridge Construction and to the satisfaction of the Engineer. The material shall be placed in lifts of 6” and shall be compacted with vibrating plate compactor, vibrating roller or other vibrating means approved by the Engineer. Compaction with a backhoe bucket is not acceptable. Placement of the material will be paid for at the contract unit price per cubic yard for POROUS GRANULAR EMBANKMENT, which price shall be payment in full for furnishing all material, labor, and equipment required for this item as specified and to the satisfaction of the Engineer.

NOT FOR BID

Special Provisions

Page 5 of 5 GRUN 11310

TOPSOIL FURNISH AND PLACE Topsoil shall be furnished and placed in accordance with Articles 211.03 and 211.04 of the Standard Specifications. This work is considered to be incidental to the project and will not be paid for separately. TRAFFIC CONTROL SURVEILLANCE Shall not be paid for separately, but shall be included in the costs for other TRAFFIC CONTROL AND PROTECTION, (SPECIAL) pay items. TRAFFIC CONTROL PLAN Traffic control shall be in accordance with the applicable sections of the Standard Specification for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Street and Highways, these Special Provisions, and any special details and Highway standards contained herein and in the plans. Signing standards applicable to this contract shall include the following:

701901 BLR 21-9 BLR 22-7

All costs for this item will be paid for at the contract unit price per lump sum for TRAFFIC CONTROL & PROTECTION, (SPECIAL).

NOT FOR BID

Check Sheet for Recurring Special Provisions

Adopted January 1, 2017

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

Recurring Special Provisions

Check Sheet # Page No.

1 Additional State Requirements for Federal-Aid Construction Contracts 262 Subletting of Contracts (Federal-Aid Contracts) 293 EEO 304 Specific EEO Responsibilities Non Federal-Aid Contracts 405 Required Provisions - State Contracts 456 Asbestos Bearing Pad Removal 517 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal 528 Temporary Stream Crossings and In-Stream Work Pads 539 Construction Layout Stakes Except for Bridges 5410 Construction Layout Stakes 5711 Use of Geotextile Fabric for Railroad Crossing 6012 Subsealing of Concrete Pavements 6213 Hot-Mix Asphalt Surface Correction 6614 Pavement and Shoulder Resurfacing 6815 Patching with Hot-Mix Asphalt Overlay Removal 6916 Polymer Concrete 7017 PVC Pipeliner 7218 Bicycle Racks 7319 Temporary Portable Bridge Traffic Signals 7520 Work Zone Public Information Signs 7721 Nighttime Inspection of Roadway Lighting 7822 English Substitution of Metric Bolts 7923 Calcium Chloride Accelerator for Portland Cement Concrete 8024 Quality Control of Concrete Mixtures at the Plant 8125 Quality Control/Quality Assurance of Concrete Mixtures 8926 Digital Terrain Modeling for Earthwork Calculations 10527 Reserved 10728 Preventive Maintenance - Bituminous Surface Treatment 10829 Preventive Maintenance - Cape Seal 11430 Preventive Maintenance - Micro-Surfacing 12931 Preventive Maintenance - Slurry Seal 14032 Temporary Raised Pavement Markers 14933 Restoring Bridge Approach Pavements Using High-Density Foam 15034 Portland Cement Concrete Inlay or Overlay 153

NOT FOR BID

Check Sheet for Local Roads and Streets Recurring Special Provisions

Adopted January 1, 2017

The following LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

Local Roads And Streets Recurring Special Provisions

Check Sheet # Page No.

LRS 1 Reserved 158LRS 2 Furnished Excavation 159LRS 3 Work Zone Traffic Control Surveillance 160LRS 4 Flaggers in Work Zones 161LRS 5 Contract Claims 162

LRS 6 Bidding Requirements and Conditions for Contract Proposals 163

LRS 7 Bidding Requirements and Conditions for Material Proposals 169LRS 8 Reserved 175LRS 9 Bituminous Surface Treatments 176LRS 10 Reserved 177LRS 11 Employment Practices 150LRS 12 Wages of Employees on Public Works 152LRS 13 Selection of Labor 154LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 155LRS 15 Partial Payments 158LRS 16 Protests on Local Lettings 159

LRS 17 Substance Abuse Prevention Program 160LRS 18 Multigrade Cold Mix Asphalt 161

NOT FOR BID

BDE SPECIAL PROVISIONS For the November 17, 2017 Letting

The following special provisions indicated by an “x” are applicable to this contract and will be included by the Project Development and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting.

File Name

# Special Provision Title Effective Revised

80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2014 80382 2 Adjusting Frames and Grates April 1, 2017 80274 3 Aggregate Subgrade Improvement April 1, 2012 April 1, 2016 80192 4 Automated Flagger Assistance Device Jan. 1, 2008 80173 5 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80241 6 Bridge Demolition Debris July 1, 2009 5026I 7 Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 5048I 8 Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I 9 Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 5053I 10 Building Removal-Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010 80366 11 Butt Joints July 1, 2016 * 80386 12 Calcium Aluminate Cement for Class PP-5 Concrete Patching Nov. 1, 2017 80384 13 Compensable Delay Costs June 2, 2017 80198 14 Completion Date (via calendar days) April 1, 2008 80199 15 Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 16 Concrete Box Culverts with Skews > 30 Degrees and Design Fills ≤ 5

Feet April 1, 2012 July 1, 2016

80311 17 Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 18 Concrete Mix Design – Department Provided Jan. 1, 2012 April 1, 2016 80261 19 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 * 80387 20 Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 80029 21 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2016 80378 22 Dowel Bar Inserter Jan. 1, 2017 * 80388 23 Equipment Parking and Storage Nov. 1, 2017 80229 24 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 * 80304 25 Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80246 26 Hot-Mix Asphalt – Density Testing of Longitudinal Joints Jan. 1, 2010 April 1, 2016 * 80347 27 Hot-Mix Asphalt – Pay for Performance Using Percent Within Limits

– Jobsite Sampling Nov. 1, 2014 Nov. 1, 2017

* 80383 28 Hot-Mix Asphalt – Quality Control for Performance April 1, 2017 Nov. 1, 2017 80376 29 Hot-Mix Asphalt – Tack Coat Nov. 1, 2016 80368 30 Light Tower July 1, 2016 80336 31 Longitudinal Joint and Crack Patching April 1, 2014 April 1, 2016 80369 32 Mast Arm Assembly and Pole July 1, 2016 80045 33 Material Transfer Device June 15, 1999 Aug. 1, 2014 80165 34 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80349 35 Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 36 Pavement Marking Removal July 1, 2016 80377 37 Portable Changeable Message Signs Nov. 1, 2016 April 1, 2017 * 80389 38 Portland Cement Concrete Nov. 1, 2017 * 80359 39 Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2017 80338 40 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching April 1, 2014 April 1, 2016 80385 41 Portland Cement Concrete Sidewalk Aug. 1, 2017 80300 42 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 80328 43 Progress Payments Nov. 2, 2013 3426I 44 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006

NOT FOR BID

File Name

# Special Provision Title Effective Revised

80157 45 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80306 46 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt

Shingles (RAS) Nov. 1, 2012 April 1, 2016

80340 47 Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 48 Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80379 49 Steel Plate Beam Guardrail Jan. 1, 2017 80317 50 Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 April 1, 2016 80298 51 Temporary Pavement Marking (NOTE: This special provision was

previously named “Pavement Marking Tape Type IV”.) April 1, 2012 April 1, 2017

20338 52 Training Special Provisions Oct. 15, 1975 80318 53 Traversable Pipe Grate Jan. 1, 2013 April 1, 2014 80381 54 Traffic Barrier Terminal, Type 1 Special Jan. 1, 2017 80380 55 Tubular Markers Jan. 1, 2017 80288 56 Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 57 Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80071 58 Working Days Jan. 1, 2002 The following special provisions have been deleted from use: 80289 Wet Reflective Thermoplastic Pavement Marking 80367 Light Poles The following special provisions are in the 2017 Supplemental Specifications and Recurring Special Provisions.

File Name

Special Provision Title New Location Effective Revised

80360 Coarse Aggregate Quality Article 1004.01 July 1, 2015 80363 Engineer’s Field Office Article 670.07 April 1, 2016 80358 Equal Employment Opportunity Recurring CS #1 and #5 April 1, 2015 80364 Errata for the 2016 Standard Specifications Supplemental April 1, 2016 80342 Mechanical Side Tie Bar Inserter Articles 420.03, 420.05, and

1103.19 Aug. 1, 2014 April 1, 2016

80370 Mechanical Splicers Article 1006.10 July 1, 2016 80361 Overhead Sign Structures Certification of Metal

Fabricator Article 106.08 Nov. 1, 2015 April 1, 2016

80365 Pedestrian Push-Button Article 888.03 April 1, 2016 80353 Portland Cement Concrete Inlay or Overlay Recurring CS #34 Jan. 1, 2015 April 1, 2016 80372 Preventive Maintenance – Bituminous Surface

Treatment (A-1) Recurring CS #28 Jan. 1, 2009 July 1, 2016

80373 Preventive Maintenance – Cape Seal Recurring CS #29 Jan. 1, 2009 July 1, 2016 80374 Preventive Maintenance – Micro-Surfacing Recurring CS #30 Jan. 1, 2009 July 1, 2016 80375 Preventive Maintenance – Slurry Seal Recurring CS #31 Jan. 1, 2009 July 1, 2016 80362 Steel Slag in Trench Backfill Articles 1003.01 and 1003.04 Jan. 1, 2016 80355 Temporary Concrete Barrier Articles 704.02, 704.04,

704.05, and 704.06 Jan. 1, 2015 July 1, 2015

The following special provisions require additional information from the designer. The additional information needs to be submitted as a separate document. The Project Development and Implementation section will then include the information in the applicable special provision. The Special Provisions are: • Bridge Demolition Debris • Building Removal-Case IV • Material Transfer Device • Building Removal - Case I • Completion Date • Railroad Protective Liability Insurance • Building Removal – Case II • Completion Date Plus Working Days • Training Special Provisions • Building Removal - Case III • DBE Participation • Working Days

NOT FOR BID

WORKING DAYS (BDE)

Effective: January 1, 2002

The Contractor shall complete the work within 20 working days.

80071

NOT FOR BID

LR107-4 Page 1 of 1

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s

general liability insurance policy in accordance with Article 107.27:

The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26.

NOT FOR BID

LR 702 Page 1 of 1

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION FOR

CONSTRUCTION AND MAINTENANCE SIGNS

Effective: January 1, 2004 Revised: June 1, 2007

All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 701.14. Signs. Add the following paragraph to Article 701.14:

All warning signs shall have minimum dimensions of 1200 mm x 1200 mm (48" x 48") and have a black legend on a fluorescent orange reflectorized background, meeting, as a minimum, Type AP reflectivity requirements of Table 1091-2 in Article 1091.02.

NOT FOR BID

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$

16

.68

$

0.0

0

$0

.90

TER

RA

ZZO

FIN

ISH

ER

All

BLD

$4

0.5

4

$4

0.5

4

1.5

1

.5

2

$1

0.6

5

$1

2.7

6

$0

.00

$

0.7

3

TER

RA

ZZO

MA

SON

A

ll B

LD

$

44

.38

$

47

.88

1

.5

1.5

2

$

10

.65

$

14

.15

$

0.0

0

$0

.82

TILE

MA

SON

A

ll B

LD

$

38

.56

$

38

.56

1

.5

1.5

2

$

10

.65

$

11

.18

$

0.0

0

$0

.68

TRU

CK

DR

IVER

A

ll A

ll 1

$3

7.9

1

$3

8.4

6

1.5

1

.5

2

$8

.10

$

7.9

7

$0

.00

$

0.1

5

TRU

CK

DR

IVER

A

ll A

ll 2

$3

8.0

6

$3

8.4

6

1.5

1

.5

2

$8

.10

$

7.9

7

$0

.00

$

0.1

5

TRU

CK

DR

IVER

A

ll A

ll 3

$3

8.2

6

$3

8.4

6

1.5

1

.5

2

$8

.10

$

7.9

7

$0

.00

$

0.1

5

NOT FOR BID

TRU

CK

DR

IVER

A

ll A

ll 4

$3

8.4

6

$3

8.4

6

1.5

1

.5

2

$8

.10

$

7.9

7

$0

.00

$

0.1

5

TUC

KP

OIN

TER

A

ll B

LD

$

45

.42

$

46

.42

1

.5

1.5

2

$

8.3

2

$1

5.4

2

$0

.00

$

0.8

0

Lege

nd

M

-F O

T U

nle

ss o

ther

wis

e n

ote

d, O

T p

ay is

req

uir

ed f

or

any

ho

ur

grea

ter

than

8 w

ork

ed e

ach

day

, Mo

n t

hro

ugh

Fri

. Th

e n

um

ber

list

ed is

th

e m

ult

iple

of

the

bas

e w

age.

O

SA O

vert

ime

pay

req

uir

ed f

or

ever

y h

ou

r w

ork

ed o

n S

atu

rday

s O

SH O

vert

ime

pay

req

uir

ed f

or

ever

y h

ou

r w

ork

ed o

n S

un

day

s an

d H

olid

ays

H/W

Hea

lth

/Wel

fare

ben

efit

Ex

pla

nat

ion

s G

RU

ND

Y C

OU

NTY

PLU

MB

ERS

& P

IPEF

ITTE

RS

(WES

T) -

Th

at p

art

of

the

cou

nty

Wes

t o

f R

t. 4

7 e

xclu

din

g th

e C

ity

of

Mo

rris

.

The

follo

win

g lis

t is

co

nsi

der

ed a

s th

ose

day

s fo

r w

hic

h h

olid

ay r

ate

s o

f w

ages

fo

r w

ork

per

form

ed a

pp

ly: N

ew Y

ears

Day

, Mem

ori

al D

ay, F

ou

rth

of

July

, Lab

or

Day

, Th

anks

givi

ng

Day

, Ch

rist

mas

Day

an

d V

ete

ran

s D

ay in

so

me

clas

sifi

cati

on

s/co

un

ties

. G

ener

ally

, an

y o

f th

ese

ho

liday

s w

hic

h

fall

on

a S

un

day

is c

eleb

rate

d o

n t

he

follo

win

g M

on

day

. Th

is t

hen

mak

es w

ork

per

form

ed o

n t

hat

Mo

nd

ay p

ayab

le a

t th

e a

pp

rop

riat

e o

vert

ime

rate

fo

r h

olid

ay p

ay. C

om

mo

n p

ract

ice

in a

giv

en lo

cal m

ay a

lte

r ce

rtai

n d

ays

of

cele

bra

tio

n.

If in

do

ub

t, p

leas

e c

hec

k w

ith

IDO

L.

EXP

LAN

ATI

ON

OF

CLA

SSES

ASB

ESTO

S -

GEN

ERA

L -

rem

ova

l of

asb

esto

s m

ate

rial

/mo

ld a

nd

haz

ard

ou

s m

ater

ials

fro

m a

ny

pla

ce in

a b

uild

ing,

incl

ud

ing

mec

han

ical

sys

tem

s

wh

ere

tho

se m

ech

anic

al s

yste

ms

are

to b

e re

mo

ved

. Th

is in

clu

des

th

e r

emo

val o

f as

bes

tos

mat

eria

ls/m

old

an

d h

azar

do

us

mat

eria

ls f

rom

du

ctw

ork

or

pip

es in

a b

uild

ing

wh

en t

he

bu

ildin

g is

to

be

dem

olis

hed

at

the

tim

e o

r at

so

me

clo

se f

utu

re d

ate

.

ASB

ESTO

S -

MEC

HA

NIC

AL

- re

mo

val o

f as

bes

tos

mat

eri

al f

rom

mec

han

ical

sys

tem

s, s

uch

as

pip

es, d

uct

s, a

nd

bo

ilers

, wh

ere

the

mec

han

ical

syst

ems

are

to r

emai

n.

CER

AM

IC T

ILE

FIN

ISH

ER

The

gro

uti

ng,

cle

anin

g, a

nd

po

lish

ing

of

all c

lass

es o

f ti

le, w

het

her

fo

r in

teri

or

or

exte

rio

r p

urp

ose

s, a

ll b

urn

ed, g

laze

d o

r u

ngl

azed

pro

du

cts;

all

com

po

siti

on

mat

eria

ls, g

ran

ite

tile

s, w

arn

ing

det

ect

able

tile

s, c

emen

t ti

les,

ep

oxy

co

mp

osi

te m

ate

rial

s, p

aver

s, g

lass

, mo

saic

s, f

iber

glas

s, a

nd

all

sub

stit

ute

mat

eria

ls, f

or

tile

mad

e in

tile

-lik

e u

nit

s; a

ll m

ixtu

res

in t

ile li

ke f

orm

of

cem

ent,

met

als,

an

d o

ther

mat

eria

ls t

hat

are

fo

r an

d in

ten

ded

for

use

as

a fi

nis

hed

flo

or

surf

ace,

sta

ir t

read

s, p

rom

enad

e ro

ofs

, wal

ks, w

alls

, cei

lings

, sw

imm

ing

po

ols

, an

d a

ll o

ther

pla

ces

wh

ere

tile

is t

o f

orm

NOT FOR BID

a fi

nis

hed

inte

rio

r o

r ex

teri

or.

Th

e m

ixin

g o

f al

l set

tin

g m

ort

ars

incl

ud

ing

bu

t n

ot

limit

ed t

o t

hin

-set

mo

rtar

s, e

po

xies

, wal

l mu

d, a

nd

an

y o

ther

san

d a

nd

cem

ent

mix

ture

s o

r ad

hes

ives

wh

en u

sed

in t

he

pre

par

atio

n, i

nst

alla

tio

n, r

ep

air,

or

mai

nte

nan

ce o

f ti

le a

nd

/or

sim

ilar

mat

eri

als.

Th

e

han

dlin

g an

d u

nlo

adin

g o

f al

l san

d, c

emen

t, li

me,

tile

, fix

ture

s, e

qu

ipm

ent,

ad

hes

ives

, or

any

oth

er m

ate

rial

s to

be

use

d in

th

e p

rep

arat

ion

,

inst

alla

tio

n, r

epai

r, o

r m

ain

ten

ance

of

tile

an

d/o

r si

mila

r m

ate

rial

s. C

era

mic

Tile

Fin

ish

ers

shal

l fill

all

join

ts a

nd

vo

ids

rega

rdle

ss o

f m

eth

od

on

all

tile

wo

rk, p

arti

cula

rly

and

esp

ecia

lly a

fter

inst

alla

tio

n o

f sa

id t

ile w

ork

. A

pp

licat

ion

of

any

and

all

pro

tect

ive

cove

rin

gs t

o a

ll ty

pes

of

tile

inst

alla

tio

ns

incl

ud

ing,

bu

t n

ot

be

limit

ed

to

, all

soap

co

mp

ou

nd

s, p

aper

pro

du

cts,

tap

es, a

nd

all

po

lyet

hyl

ene

cove

rin

gs, p

lyw

oo

d, m

aso

nit

e,

card

bo

ard

, an

d a

ny

new

typ

e o

f p

rod

uct

s th

at m

ay b

e u

sed

to

pro

tect

tile

inst

alla

tio

ns,

Bla

stra

c e

qu

ipm

ent,

an

d a

ll fl

oo

r sc

arif

yin

g e

qu

ipm

ent

use

d in

pre

par

ing

flo

ors

to

rec

eiv

e ti

le.

The

clea

n u

p a

nd

re

mo

val o

f al

l was

te a

nd

mat

eria

ls.

All

dem

olit

ion

of

exis

tin

g ti

le f

loo

rs a

nd

wal

ls t

o b

e

re-t

iled

.

CO

MM

UN

ICA

TIO

NS

TEC

HN

ICIA

N

Inst

alla

tio

n, o

per

atio

n, i

nsp

ecti

on

, mai

nte

nan

ce, r

ep

air

and

se

rvic

e o

f ra

dio

, te

levi

sio

n, r

eco

rdin

g, v

oic

e, s

ou

nd

an

d v

isio

n p

rod

uct

ion

an

d

rep

rod

uct

ion

, te

lep

ho

ne

and

tel

eph

on

e in

terc

on

nec

t, f

acsi

mile

, eq

uip

men

t an

d a

pp

lian

ces

use

d f

or

do

mes

tic,

co

mm

erci

al, e

du

cati

on

al a

nd

ente

rtai

nm

ent

pu

rpo

ses,

pu

llin

g o

f w

ire

thro

ugh

co

nd

uit

bu

t n

ot

the

inst

alla

tio

n o

f co

nd

uit

.

MA

RB

LE F

INIS

HER

Load

ing

and

un

load

ing

tru

cks,

dis

trib

uti

on

of

all m

ater

ials

(al

l sto

ne,

san

d, e

tc.)

, sto

ckin

g o

f fl

oo

rs w

ith

mat

eria

l, p

erfo

rmin

g al

l rig

gin

g fo

r h

eavy

wo

rk, t

he

han

dlin

g o

f al

l mat

eria

l th

at m

ay b

e n

eed

ed f

or

the

inst

alla

tio

n o

f su

ch m

ater

ials

, bu

ildin

g o

f sc

affo

ldin

g, p

olis

hin

g if

nee

ded

, pat

chin

g,

wax

ing

of

mat

eria

l if

dam

aged

, po

inti

ng

up

, cau

lkin

g, g

rou

tin

g an

d c

lean

ing

of

mar

ble

, ho

ldin

g w

ate

r o

n d

iam

on

d o

r C

arb

oru

nd

um

bla

de

or

saw

for

sett

ers

cutt

ing,

use

of

tub

saw

or

any

oth

er s

aw n

eed

ed f

or

pre

par

atio

n o

f m

ate

rial

, dri

llin

g o

f h

ole

s fo

r w

ires

th

at a

nch

or

mat

eria

l set

by

sett

ers,

mix

ing

up

of

mo

ldin

g p

last

er

for

inst

alla

tio

n o

f m

ater

ial,

mix

ing

up

th

in s

et f

or

the

inst

alla

tio

n o

f m

ate

rial

, mix

ing

up

of

san

d t

o c

emen

t

for

the

inst

alla

tio

n o

f m

ater

ial a

nd

su

ch o

ther

wo

rk a

s m

ay b

e re

qu

ired

in h

elp

ing

a M

arb

le S

ette

r in

th

e h

and

ling

of

all m

ater

ial i

n t

he

erec

tio

n

or

inst

alla

tio

n o

f in

teri

or

mar

ble

, sla

te, t

rave

rtin

e, a

rt m

arb

le, s

erp

enti

ne,

alb

eren

e st

on

e, b

lue

sto

ne,

gra

nit

e an

d o

ther

sto

nes

(m

ean

ing

as t

o

sto

ne

any

fore

ign

or

do

mes

tic

mat

eria

ls a

s ar

e s

pec

ifie

d a

nd

use

d in

bu

ildin

g in

teri

ors

an

d e

xter

iors

an

d c

ust

om

arily

kn

ow

n a

s st

on

e in

th

e

trad

e), c

arra

ra, s

anio

nyx

, vit

rolit

e an

d s

imila

r o

paq

ue

glas

s an

d t

he

layi

ng

of

all m

arb

le t

ile, t

erra

zzo

tile

, sla

te t

ile a

nd

pre

cast

tile

, ste

ps,

ris

ers

trea

ds,

bas

e, o

r an

y o

ther

mat

eria

ls t

hat

may

be

use

d a

s su

bst

itu

tes

for

any

of

the

afo

rem

enti

on

ed m

ater

ials

an

d w

hic

h a

re u

sed

on

inte

rio

r an

d

exte

rio

r w

hic

h a

re in

stal

led

in a

sim

ilar

man

ner

.

MA

TER

IAL

TEST

ER I:

Han

d c

ori

ng

and

dri

llin

g fo

r te

stin

g o

f m

ate

rial

s; f

ield

insp

ecti

on

of

un

cure

d c

on

cret

e an

d a

sph

alt.

MA

TER

IAL

TEST

ER II

: Fi

eld

insp

ecti

on

of

we

lds,

str

uct

ura

l ste

el,

fire

pro

ofi

ng,

mas

on

ry, s

oil,

fac

ade,

re

info

rcin

g st

eel,

form

wo

rk, c

ure

d c

on

cret

e,

and

co

ncr

ete

an

d a

sph

alt

bat

ch p

lan

ts; a

dju

stin

g p

rop

ort

ion

s o

f b

itu

min

ou

s m

ixtu

res.

NOT FOR BID

OP

ERA

TIN

G E

NG

INEE

R -

BU

ILD

ING

Cla

ss 1

. Asp

hal

t P

lan

t; A

sph

alt

Spre

ader

; Au

togr

ade;

Bac

kho

es w

ith

Cai

sso

n A

ttac

hm

ent;

Bat

ch P

lan

t; B

eno

to (

req

uir

es T

wo

En

gin

eers

); B

oile

r

and

Th

rott

le V

alve

; Cai

sso

n R

igs;

Cen

tral

Red

i-M

ix P

lan

t; C

om

bin

atio

n B

ack

Ho

e Fr

on

t En

d-l

oad

er M

ach

ine;

Co

mp

ress

or

and

Th

rott

le V

alve

;

Co

ncr

ete

Bre

aker

(Tr

uck

Mo

un

ted

); C

on

cret

e C

on

veyo

r; C

on

cret

e C

on

veyo

r (T

ruck

Mo

un

ted

); C

on

cret

e P

aver

Ove

r 2

7E

cu. f

t; C

on

cret

e P

aver

27

E cu

. ft.

an

d U

nd

er: C

on

cret

e P

lace

r; C

on

cret

e P

laci

ng

Bo

om

; C

on

cret

e P

um

p (

Tru

ck M

ou

nte

d);

Co

ncr

ete

Tow

er; C

ran

es, A

ll; C

ran

es,

Ham

mer

hea

d; C

ran

es, (

GC

I an

d s

imila

r Ty

pe)

; Cre

ter

Cra

ne;

Sp

ider

Cra

ne;

Cru

sher

, Sto

ne,

etc

.; D

erri

cks,

All;

Der

rick

s, T

rave

ling;

Fo

rmle

ss C

urb

and

Gu

tte

r M

ach

ine;

Gra

der

, Ele

vati

ng;

Gro

uti

ng

Mac

hin

es; H

eavy

Du

ty S

elf-

Pro

pel

led

Tra

nsp

ort

er o

r P

rim

e M

ove

r; H

igh

lift

Sho

vels

or

Fro

nt

End

load

er 2

-1/4

yd

. an

d o

ver;

Ho

ists

, Ele

vato

rs, o

uts

ide

typ

e ra

ck a

nd

pin

ion

an

d s

imila

r m

ach

ines

; Ho

ists

, On

e, T

wo

an

d T

hre

e D

rum

; Ho

ists

,

Two

Tu

gger

On

e Fl

oo

r; H

ydra

ulic

Bac

kho

es; H

ydra

ulic

Bo

om

Tru

cks;

Hyd

ro V

ac (

and

sim

ilar

equ

ipm

ent)

; Lo

com

oti

ves,

All;

Mo

tor

Pat

rol;

Lub

rica

tio

n T

ech

nic

ian

; Man

ipu

lato

rs; P

ile D

rive

rs a

nd

Ski

d R

ig; P

ost

Ho

le D

igge

r; P

re-S

tres

s M

ach

ine;

Pu

mp

Cre

tes

Du

al R

am; P

um

p C

rete

s:

Squ

eeze

Cre

tes-

Scre

w T

ype

Pu

mp

s; G

ypsu

m B

ulk

er a

nd

Pu

mp

; Rai

sed

an

d B

lind

Ho

le D

rill;

Ro

to M

ill G

rin

der

; Sc

oo

ps

- Tr

acto

r D

raw

n; S

lip-F

orm

Pav

er; S

trad

dle

Bu

ggie

s; O

per

atio

n o

f Ti

e B

ack

Mac

hin

e; T

ou

rnap

ull;

Tra

cto

r w

ith

Bo

om

an

d S

ide

Bo

om

; Tr

ench

ing

Mac

hin

es.

Cla

ss 2

. Bo

ilers

; Bro

om

, All

Po

we

r P

rop

elle

d; B

ulld

oze

rs; C

on

cret

e M

ixer

(Tw

o B

ag a

nd

Ove

r); C

on

veyo

r, P

ort

able

; Fo

rklif

t Tr

uck

s; H

igh

lift

Sho

vels

or

Fro

nt

End

load

ers

un

der

2-1

/4 y

d.;

Ho

ists

, Au

tom

atic

; Ho

ists

, In

sid

e El

evat

ors

; Ho

ists

, Sew

er D

ragg

ing

Mac

hin

e; H

ois

ts, T

ugg

er S

ingl

e D

rum

;

Lase

r Sc

ree

d; R

ock

Dri

ll (S

elf-

Pro

pel

led

); R

ock

Dri

ll (T

ruck

Mo

un

ted

); R

olle

rs, A

ll; S

team

Ge

ner

ato

rs; T

ract

ors

, All;

Tra

cto

r D

raw

n V

ibra

tory

Ro

ller;

Win

ch T

ruck

s w

ith

"A

" Fr

ame.

Cla

ss 3

. Air

Co

mp

ress

or;

Co

mb

inat

ion

Sm

all E

qu

ipm

ent

Op

erat

or;

Gen

erat

ors

; Hea

ters

, Mec

han

ical

; Ho

ists

, In

sid

e El

evat

ors

(re

mo

del

ing

or

ren

ova

tio

n w

ork

); H

ydra

ulic

Po

wer

Un

its

(Pile

Dri

vin

g, E

xtra

ctin

g, a

nd

Dri

llin

g); P

um

ps,

ove

r 3

" (1

to

3 n

ot

to e

xcee

d a

to

tal o

f 3

00

ft.

); L

ow

Bo

ys;

Pu

mp

s, W

ell P

oin

ts; W

eld

ing

Mac

hin

es (

2 t

hro

ugh

5);

Win

ches

, 4 S

mal

l Ele

ctri

c D

rill

Win

ches

.

Cla

ss 4

. Bo

bca

ts a

nd

/or

oth

er S

kid

Ste

er

Load

ers;

Oile

rs; a

nd

Bri

ck F

ork

lift.

Cla

ss 5

. Ass

ista

nt

Cra

ft F

ore

man

.

Cla

ss 6

. Gra

dal

l.

Cla

ss 7

. Mec

han

ics;

Wel

der

s.

OP

ERA

TIN

G E

NG

INEE

RS

- H

IGH

WA

Y C

ON

STR

UC

TIO

N

Cla

ss 1

. Asp

hal

t P

lan

t; A

sph

alt

Hea

ter

and

Pla

ner

Co

mb

inat

ion

; Asp

hal

t H

eate

r Sc

arfi

re; A

sph

alt

Spre

ader

; Au

togr

ader

/GO

MA

CO

or

oth

er s

imila

r

typ

e m

ach

ines

: AB

G P

aver

; Bac

kho

es w

ith

Cai

sso

n A

ttac

hm

ent;

Bal

last

Reg

ula

tor;

Be

lt L

oad

er; C

aiss

on

Rig

s; C

ar D

um

per

; Ce

ntr

al R

ed

i-M

ix P

lan

t;

Co

mb

inat

ion

Bac

kho

e Fr

on

t En

dlo

ader

Mac

hin

e, (

1 c

u. y

d. B

ackh

oe

Bu

cket

or

ove

r o

r w

ith

att

ach

men

ts);

Co

ncr

ete

Bre

aker

(Tr

uck

Mo

un

ted

);

NOT FOR BID

Co

ncr

ete

Co

nve

yor;

Co

ncr

ete

Pav

er o

ver

27E

cu. f

t.; C

on

cret

e P

lace

r; C

on

cret

e T

ub

e Fl

oat

; Cra

nes

, all

atta

chm

ents

; Cra

nes

, To

wer

Cra

nes

of

all

typ

es: C

rete

r C

ran

e: S

pid

er C

ran

e; C

rush

er, S

ton

e, e

tc.;

Der

rick

s, A

ll; D

erri

ck B

oat

s; D

erri

cks,

Tra

velin

g; D

red

ges;

Ele

vato

rs, O

uts

ide

typ

e R

ack

&

Pin

ion

an

d S

imila

r M

ach

ines

; Fo

rmle

ss C

urb

an

d G

utt

er M

ach

ine;

Gra

der

, Ele

vati

ng;

Gra

der

, Mo

tor

Gra

der

, Mo

tor

Pat

rol,

Au

to P

atro

l, Fo

rm

Gra

der

, Pu

ll G

rad

er, S

ub

grad

er; G

uar

d R

ail P

ost

Dri

ver

Tru

ck M

ou

nte

d; H

ois

ts, O

ne,

Tw

o a

nd

Th

ree

Dru

m; H

eavy

Du

ty S

elf-

Pro

pel

led

Tra

nsp

ort

er

or

Pri

me

Mo

ver;

Hyd

rau

lic B

ackh

oes

; Bac

kho

es w

ith

sh

ear

atta

chm

ents

up

to

40

' of

bo

om

rea

ch; L

ub

rica

tio

n T

ech

nic

ian

; Man

ipu

lato

rs; M

uck

ing

Mac

hin

e; P

ile D

rive

rs a

nd

Ski

d R

ig; P

re-S

tres

s M

ach

ine;

Pu

mp

Cre

tes

Du

al R

am; R

ock

Dri

ll -

Cra

wle

r o

r Sk

id R

ig; R

ock

Dri

ll -

Tru

ck M

ou

nte

d;

Ro

ck/T

rack

Tam

per

; Ro

to M

ill G

rin

der

; Slip

-Fo

rm P

aver

; Sn

ow

Mel

ters

; So

il Te

st D

rill

Rig

(Tr

uck

Mo

un

ted

); S

trad

dle

Bu

ggie

s; H

ydra

ulic

Tele

sco

pin

g Fo

rm (

Tun

nel

); O

per

atio

n o

f Ti

ebac

k M

ach

ine;

Tra

cto

r D

raw

n B

elt

Load

er; T

ract

or

Dra

wn

Bel

t Lo

ader

(w

ith

att

ach

ed p

ush

er -

tw

o

engi

nee

rs);

Tra

cto

r w

ith

Bo

om

; Tra

ctai

re w

ith

Att

ach

men

ts; T

raff

ic B

arri

er T

ran

sfer

Mac

hin

e; T

ren

chin

g; T

ruck

Mo

un

ted

Co

ncr

ete

Pu

mp

wit

h

Bo

om

; Rai

sed

or

Blin

d H

ole

Dri

lls (

Tun

nel

Sh

aft)

; Un

der

gro

un

d B

ori

ng

and

/or

Min

ing

Mac

hin

es 5

ft.

in d

iam

ete

r an

d o

ver

tun

nel

, etc

;

Un

der

gro

un

d B

ori

ng

and

/or

Min

ing

Mac

hin

es u

nd

er 5

ft.

in d

iam

eter

; Wh

eel E

xcav

ato

r; W

iden

er (

AP

SCO

).

Cla

ss 2

. Bat

ch P

lan

t; B

itu

min

ou

s M

ixe

r; B

oile

r an

d T

hro

ttle

Val

ve;

Bu

lldo

zers

; Car

Lo

ader

Tra

ilin

g C

on

veyo

rs; C

om

bin

atio

n B

ackh

oe

Fro

nt

End

load

er M

ach

ine

(Les

s th

an 1

cu

. yd

. Bac

kho

e B

uck

et o

r o

ver

or

wit

h a

ttac

hm

ents

); C

om

pre

sso

r an

d T

hro

ttle

Val

ve; C

om

pre

sso

r, C

om

mo

n

Rec

eive

r (3

); C

on

cret

e B

reak

er

or

Hyd

ro H

amm

er; C

on

cret

e G

rin

din

g M

ach

ine;

Co

ncr

ete

Mix

er o

r P

aver

7S

Seri

es t

o a

nd

incl

ud

ing

27

cu

. ft.

;

Co

ncr

ete

Sp

read

er; C

on

cret

e C

uri

ng

Mac

hin

e, B

url

ap M

ach

ine,

Bel

tin

g M

ach

ine

and

Sea

ling

Mac

hin

e; C

on

cret

e W

hee

l Saw

; Co

nve

yor

Mu

ck C

ars

(Hag

lun

d o

r Si

mila

r Ty

pe)

; Dri

lls, A

ll; F

inis

hin

g M

ach

ine

- C

on

cret

e; H

igh

lift

Sho

vels

or

Fro

nt

End

load

er; H

ois

t -

Sew

er D

ragg

ing

Mac

hin

e;

Hyd

rau

lic B

oo

m T

ruck

s (A

ll A

ttac

hm

ents

); H

ydro

-Bla

ster

; Hyd

ro E

xcav

atin

g (e

xclu

din

g h

ose

wo

rk);

Las

er S

cree

d; A

ll Lo

com

oti

ves,

Din

ky; O

ff-R

oad

Hau

ling

Un

its

(in

clu

din

g ar

ticu

lati

ng)

No

n S

elf-

Load

ing

Eje

ctio

n D

um

p; P

um

p C

rete

s: S

qu

eeze

Cre

tes

- Sc

rew

Typ

e P

um

ps,

Gyp

sum

Bu

lker

an

d

Pu

mp

; Ro

ller,

Asp

hal

t; R

ota

ry S

no

w P

low

s; R

oto

tille

r, S

eam

an, e

tc.,

self

-pro

pel

led

; Sel

f-P

rop

elle

d C

om

pac

tor;

Sp

read

er -

Ch

ip -

Sto

ne,

etc

.;

Scra

per

- S

ingl

e/Tw

in E

ngi

ne/

Pu

sh a

nd

Pu

ll; S

crap

er -

Pri

me

Mo

ver

in T

and

em (

Reg

ard

less

of

Size

); T

ract

ors

pu

llin

g at

tach

men

ts, S

hee

ps

Foo

t,

Dis

c, C

om

pac

tor,

etc

.; T

ug

Bo

ats.

Cla

ss 3

. Bo

ilers

; Bro

om

s, A

ll P

ow

er

Pro

pel

led

; Cem

ent

Sup

ply

Te

nd

er;

Co

mp

ress

or,

Co

mm

on

Re

ceiv

er (

2);

Co

ncr

ete

Mix

er (

Two

Bag

an

d O

ver)

;

Co

nve

yor,

Po

rtab

le; F

arm

-Typ

e Tr

acto

rs U

sed

fo

r M

ow

ing,

See

din

g, e

tc.;

Fo

rklif

t Tr

uck

s; G

rou

tin

g M

ach

ine;

Ho

ists

, Au

tom

atic

; Ho

ists

, All

Elev

ato

rs; H

ois

ts, T

ugg

er S

ingl

e D

rum

; Jee

p D

igge

rs; L

ow

Bo

ys; P

ipe

Jac

kin

g M

ach

ines

; Po

st-H

ole

Dig

ger;

Po

we

r Sa

w, C

on

cret

e P

ow

er

Dri

ven

; Pu

g

Mill

s; R

olle

rs, o

ther

th

an A

sph

alt;

See

d a

nd

Str

aw B

low

er;

Ste

am G

ener

ato

rs; S

tum

p M

ach

ine;

Win

ch T

ruck

s w

ith

"A

" Fr

ame;

Wo

rk B

oat

s;

Tam

per

-Fo

rm-M

oto

r D

rive

n.

Cla

ss 4

. Air

Co

mp

ress

or;

Co

mb

inat

ion

- S

mal

l Eq

uip

men

t O

per

ato

r; D

irec

tio

nal

Bo

rin

g M

ach

ine;

Ge

ner

ato

rs; H

eate

rs, M

ech

anic

al; H

ydra

ulic

Po

we

r U

nit

(P

ile D

rivi

ng,

Ext

ract

ing,

or

Dri

llin

g); L

igh

t P

lan

ts, A

ll (1

th

rou

gh 5

); P

um

ps,

ove

r 3

" (1

to

3 n

ot

to e

xcee

d a

to

tal o

f 3

00

ft.

); P

um

ps,

Wel

l Po

ints

; Vac

uu

m T

ruck

s (e

xclu

din

g h

ose

wo

rk);

Wel

din

g M

ach

ines

(2

th

rou

gh 5

); W

inch

es, 4

Sm

all E

lect

ric

Dri

ll W

inch

es.

Cla

ss 5

. Ski

dSt

eer

Load

er (

all)

; Bri

ck F

ork

lifts

; Oile

rs.

NOT FOR BID

Cla

ss 6

. Fie

ld M

ech

anic

s an

d F

ield

Wel

der

s

Cla

ss 7

. Do

wel

l Mac

hin

e w

ith

Air

Co

mp

ress

or;

Gra

dal

l an

d m

ach

ines

of

like

nat

ure

.

OP

ERA

TIN

G E

NG

INEE

RS

- FL

OA

TIN

G

Div

er. D

iver

Wet

Ten

der

, Div

er T

en

der

, RO

V P

ilot,

RO

V T

end

er

TRU

CK

DR

IVER

- B

UIL

DIN

G, H

EAV

Y A

ND

HIG

HW

AY

CO

NST

RU

CTI

ON

Cla

ss 1

. Tw

o o

r th

ree

Axl

e Tr

uck

s. A

-fra

me

Tru

ck w

hen

use

d f

or

tran

spo

rtat

ion

pu

rpo

ses;

Air

Co

mp

ress

ors

an

d W

eld

ing

Mac

hin

es, i

ncl

ud

ing

tho

se p

ulle

d b

y c

ars,

pic

k-u

p t

ruck

s an

d t

ract

ors

; A

mb

ula

nce

s; B

atch

Gat

e Lo

cke

rs; B

atch

Ho

pp

erm

an; C

ar a

nd

Tru

ck W

ash

ers;

Car

ry-a

lls; F

ork

Lif

ts a

nd

Ho

iste

rs; H

elp

ers;

Mec

han

ics

Hel

per

s an

d G

reas

ers;

Oil

Dis

trib

uto

rs 2

-man

op

erat

ion

; Pav

emen

t B

reak

ers;

Po

le T

raile

r, u

p t

o 4

0 f

eet;

Po

we

r M

ow

er

Trac

tors

; Se

lf-p

rop

elle

d C

hip

Sp

read

er; S

kip

man

;

Slu

rry

Tru

cks,

2-m

an o

per

atio

n; S

lurr

y Tr

uck

Co

nve

yor

Op

erat

ion

, 2 o

r 3

man

; Tea

mst

ers

Un

skill

ed d

um

pm

an; a

nd

Tru

ck D

rive

rs h

aulin

g w

arn

ing

ligh

ts, b

arri

cad

es, a

nd

po

rtab

le t

oile

ts o

n t

he

job

sit

e.

Cla

ss 2

. Fo

ur

axle

tru

cks;

Du

mp

Cre

ts a

nd

Ad

geto

rs u

nd

er 7

yar

ds;

Du

mp

ster

s, T

rack

Tru

cks,

Eu

clid

s, H

ug

Bo

tto

m D

um

p T

urn

apu

lls o

r

Turn

atra

ilers

wh

en p

ulli

ng

oth

er t

han

se

lf-l

oad

ing

eq

uip

men

t o

r si

mila

r e

qu

ipm

ent

un

der

16

cu

bic

yar

ds;

Mix

er

Tru

cks

un

der

7 y

ard

s; R

ead

y-m

ix

Pla

nt

Ho

pp

er O

per

ato

r, a

nd

Win

ch T

ruck

s, 2

Axl

es.

Cla

ss 3

. Fi

ve a

xle

tru

cks;

Du

mp

Cre

ts a

nd

Ad

geto

rs 7

yar

ds

and

ove

r; D

um

pst

ers

, Tra

ck T

ruck

s, E

ucl

ids,

Hu

g B

ott

om

Du

mp

Tu

rnat

raile

rs o

r

turn

apu

lls w

hen

pu

llin

g o

ther

th

an s

elf

-lo

adin

g e

qu

ipm

ent

or

sim

ilar

equ

ipm

ent

ove

r 1

6 c

ub

ic y

ard

s; E

xplo

sive

s an

d/o

r Fi

ssio

n M

ate

rial

Tru

cks;

Mix

er T

ruck

s 7

yar

ds

or

ove

r; M

ob

ile C

ran

es w

hile

in t

ran

sit;

Oil

Dis

trib

uto

rs, 1

-man

op

erat

ion

; Po

le T

raile

r, o

ver

40

fe

et; P

ole

an

d E

xpan

dab

le

Trai

lers

hau

ling

mat

eria

l ove

r 50

fee

t lo

ng;

Slu

rry

tru

cks,

1-m

an o

per

atio

n; W

inch

tru

cks,

3 a

xles

or

mo

re;

Mec

han

ic--

Tru

ck W

eld

er a

nd

Tru

ck

Pai

nte

r.

Cla

ss 4

. Si

x ax

le t

ruck

s; D

ual

-pu

rpo

se v

ehic

les,

su

ch a

s m

ou

nte

d c

ran

e tr

uck

s w

ith

ho

ist

and

acc

ess

ori

es; F

ore

man

; Mas

ter

Mec

han

ic; S

elf-

load

ing

eq

uip

men

t li

ke P

.B. a

nd

tru

cks

wit

h s

coo

ps

on

th

e fr

on

t.

TER

RA

ZZO

FIN

ISH

ER

The

han

dlin

g o

f sa

nd

, cem

ent,

mar

ble

ch

ips,

an

d a

ll o

ther

mat

eri

als

that

may

be

use

d b

y th

e M

osa

ic T

erra

zzo

Mec

han

ic, a

nd

th

e m

ixin

g,

grin

din

g, g

rou

tin

g, c

lean

ing

and

se

alin

g o

f al

l Mar

ble

, Mo

saic

, an

d T

erra

zzo

wo

rk, f

loo

rs, b

ase,

sta

irs,

an

d w

ain

sco

tin

g b

y h

and

or

mac

hin

e, a

nd

in

add

itio

n, a

ssis

tin

g an

d a

idin

g M

arb

le, M

aso

nic

, an

d T

erra

zzo

Mec

han

ics.

Oth

er C

lass

ific

atio

ns

of

Wo

rk: NOT FOR B

ID

For

def

init

ion

s o

f cl

assi

fica

tio

ns

no

t o

ther

wis

e se

t o

ut,

th

e D

epar

tmen

t ge

ner

ally

has

on

file

su

ch d

efin

itio

ns

wh

ich

are

ava

ilab

le. I

f a

task

to

be

per

form

ed is

no

t su

bje

ct t

o o

ne

of

the

cla

ssif

icat

ion

s o

f p

ay s

et o

ut,

th

e D

epar

tmen

t w

ill u

po

n b

ein

g co

nta

cte

d s

tate

wh

ich

nei

ghb

ori

ng

cou

nty

has

su

ch a

cla

ssif

icat

ion

an

d p

rovi

de

such

rat

e, s

uch

rat

e b

ein

g d

eem

ed t

o e

xist

by

refe

ren

ce in

th

is d

ocu

men

t. I

f n

o n

eigh

bo

rin

g co

un

ty r

ate

app

lies

to t

he

task

, th

e D

epar

tmen

t sh

all u

nd

erta

ke a

sp

ecia

l det

erm

inat

ion

, su

ch s

pec

ial d

eter

min

atio

n b

ein

g th

en d

eem

ed t

o h

ave

exis

ted

un

der

th

is d

eter

min

atio

n.

If a

pro

ject

req

uir

es t

hes

e, o

r an

y cl

assi

fica

tio

n n

ot

liste

d, p

leas

e co

nta

ct ID

OL

at 2

17

-78

2-1

71

0 f

or

wag

e ra

tes

or

clar

ific

atio

ns.

LA

ND

SCA

PIN

G

Lan

dsc

apin

g w

ork

fal

ls u

nd

er t

he

exis

tin

g cl

assi

fica

tio

ns

for

lab

ore

r, o

per

atin

g en

gin

eer

and

tru

ck d

rive

r. T

he

wo

rk p

erfo

rmed

by

lan

dsc

ape

pla

nts

man

an

d l

and

scap

e la

bo

rer

is c

ove

red

by

the

exi

stin

g cl

assi

fica

tio

n o

f la

bo

rer.

Th

e w

ork

per

form

ed b

y la

nd

scap

e o

per

ato

rs (

rega

rdle

ss o

f

equ

ipm

ent

use

d o

r it

s si

ze)

is c

ove

red

by

the

clas

sifi

cati

on

s o

f o

per

atin

g en

gin

eer.

Th

e w

ork

per

form

ed b

y la

nd

scap

e tr

uck

dri

vers

(re

gard

less

of

size

of

tru

ck d

rive

n)

is c

ove

red

by

the

cla

ssif

icat

ion

s o

f tr

uck

dri

ver.

MA

TER

IAL

TEST

ER &

MA

TER

IAL

TEST

ER/I

NSP

ECTO

R I

AN

D II

No

twit

hst

and

ing

the

dif

fere

nce

in t

he

clas

sifi

cati

on

tit

le, t

he

cla

ssif

icat

ion

en

titl

ed "

Mat

eria

l Tes

ter

I" in

volv

es

the

sam

e jo

b d

uti

es a

s th

e

clas

sifi

cati

on

en

titl

ed "

Mat

eria

l Tes

ter/

Insp

ecto

r I"

. Lik

ew

ise,

th

e cl

assi

fica

tio

n e

nti

tled

"M

ater

ial T

este

r II

" in

volv

es t

he

sam

e jo

b d

uti

es a

s th

e

clas

sifi

cati

on

en

titl

ed "

Mat

eria

l Tes

ter/

Insp

ecto

r II"

.

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