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Home My WebLink About8.2 Accept bid for Willow/Cypress Streetlight ImprovementBoardDocs® Pro Page I of 3 Agenda Item Details Meeting May 15, 2018 - REGULAR MEETING OF THEM UT PROSPECT VILLAGE BOARD - 7:00 p.m. Category 8. VILLAGE MANAGER'S REPORT Subject 8.2 Motion to accept bid for Willow/Cypress Streetlight Improvements in an amount not to exceed $133,300. IM = No win R Type Action Preferred Date May 15, 201(V Absolute Date May 15, 201(V Fiscal Impact Ye,9 Dollar Amount 11 1!' Budgeted YeT Budget Source Motor Fuel Tax Funi:s Recommended Action Accept the bid from Utility Dynamics Corporation of Oswego, IL to provide I construction services for the Willow -Cypress Street Light Project for a not to exceell amount of $133,300.00. 1 Public Content M191 I F -1 F 14 to] i I A key component of the Mount Prospect Strategic Plan is to improve the Village"s residential street light system. In previous years, street lights were constructed on Willow Lane from Robert Drive all the way to the western Village limits. The only blocks of Willow Lane that do not have street lights are from Robert Drive to Church Road. Adjacent to this section of Willow Lane is Cypress Drive and Frost Drive, which are principle routes of access to Frost Elementary School. Village staff has identified street lighting improvements for Willow Lane from Robert Drive to Church Road, Cypress Drive from Willow Lane to Cottonwood Lane, and Frost Drive from Cypress Drive to Circle Drive to provide added visibility and safety in the vicinity of Frost Elementary School. Attachment A depicts the project area. HLR Engineering is currently under contract for this project. They provided the engineering design services and plans were approved by IDOT earlier this year. Their contract also includes inspection services during construction. At this time, Village staff is seeking to enter into a construction contract. Work is expected to begin in July and be completed in the fall of 2018. Funds for this project have been allocated in the 2018 Village Budget. The bid specifications and project plans are enclosed as Attachments B and C. F-0-74 9=71 https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/8/2018 BoardDocs® Pro Page 2 of 3 The Village opened bids on April 30, 2018. A notice was published in the Illinois Department of Transportation (IDOT) Construction Bulletin as well as on the Onvia DemandStar public bidding clearinghouse via the Villagc website. Four (4) contractors picked up bidding documents with only one (1) contractor submitting a bid. Utility Dynamics Corporation of Oswego, IL (Utility Dynamics) was the sole bidder with a bid of $121,207.20, 3.4% less than engineer"s estimate of cost. The engineer"s estimate of cost is $125,410.75. The bidder submitted a bid bond in the amount of 5% of their total bid as required by the contract documents. The bid was checked for accuracy. There were no errors. The bidder submitted all of the required documents and correctly signed their bid and bid bond. A copy of Utility Dynamics' bid submittal is enclosed as Attachment D. 1. Accept bid for Willow/Cypress Streetlight Improvements in an amount not to exceed $133,300. 2. Action at discretion of Village Board. Staff Recommendation Staff recommends that the Village Board accept the bid from Utility Dynamics Corporation of Oswego, IL to provide construction services for the Willow -Cypress Street Light Project for a not to exceed amount of $133f31'1.1'1' . https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/8/2018 BoardDocs® Pro A I . .. .. .. .. .. .. . . df (2,246 IIS Ilil;l;) A I . .. .. .. .. .. .. . . C d �f: (A. 6 2 �5 K [3) A I . .. .. .. .. .. .. . . I [)y�nat�nk-:s [:3id �-:)df 9'.1. K[3) . ......... 13 NL....JIII 1III I.,.,.,., . ......... J��- g (21028 K[:.13) Administrative Content Executive Content Motion & Voting Page 3 of 3 A I . .. .. .. .. .. .. . . I A C 1--i II N ""I"" A G- ,�f (340 K[:.3) Accept the bid from Utility Dynamics Corporation of Oswego, IL to provide construction services for th Willow -Cypress Street Light Project for a not to exceed amount of $133,300.00. 1 Motion by Michael Zadel, second by Richard Rogers. Final Resolution: Motion Carries Yea: William Grossi, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zade' https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/8/2018 i Bid Request For Willow Lane, Cypress Drive & Frost Drive Street Light Project Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 BID OPENING April 30, 2018 — 1:00 P.M. Local Time Mount Prospect Village Hall, 3" Floor 50 S. Emerson Street Mount Prospect, Illinois 60056 Illinois Department of Transportation RETURN WITH BID STATE OF ILLINOIS Local Public Agency Formal Contract Proposal —��— PROPOSAL SUBMITTED BY �... Contractors Name Street P.O. Box City State Zip Code COUNTY OF Cook Village of Mount Pros ect ... .. �._....W_ ..._.__........ (Name of City, Village, Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. Willow, Cypress & Frost Street Lights SECTION NO. 18 -00168 -00 -LT TYPE OF FUNDS MFT 7 SPECIFICATIONS (required) [✓ PLANS (required) Submitt d A roved/Passed pr Ma ® or Preside y ❑ nt of Boa" Trustees ❑Municipal Official Date 04-05-2018 For County and Road District Submitted/Approved Highway Comissioner Date Submitted/Approved County Engineer/Superintendent of Highways ate Department of Transportation O Released for bid based on limited review Regional Engineer Date ,`®„ltttarurrr1r1i NN 4 . n ® d 9 1. RANDAL G. s m" U 8 NEWKIRK : m c�'J= '' 56847 Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are processed Printed on 3/1/2018 Page 1 of 6 BLR 12200 (Rev.01/08/14) RETURN WITH BID NOTICE TO BIDDERS County Cook Local Public Agency Village of Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress & Frost Street Lights Sealed proposals for the improvement described below will be received at the office of Village Manager 50 South Emerson Street, Mount Prospect, IL 60056 until 1:00 PM on April 30, 2018 Address Time Date Sealed proposals will be opened and read publicly at the office of Village Manager 50 South Emerson Street, Mount Prospect, IL 60056 at 1:00 PM on April 30, 2018 Address Time Date DESCRIPTION OF WORK Name Willow Lane, Cypress Drive & Frost Lane Street Lighting Length 2435.00 feet ( 0.4612 miles) Location Willow from Robert to Church, Cypress from Willow to Cottonwood, Frost from Cypress to Circle Proposed Improvement Furnish and install street lights, conduits, cables and controller; removal of existing street lights. 1. Plans and proposal forms will be available in the office of Village Manager 50 South Emerson Street, Mount Prospect, IL 60056 Address 2. 0 Prequalification If checked , the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57), in 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 BLR Forms shall be returned by the bidder to the Awarding Authority: a. BLR 12200: Local Public Agency Formal Contract Proposal b. BLR 12200a Schedule of Prices c. BLR 12230: Proposal Bid Bond (if applicable) d. BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded project) e. BLR 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 filled 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. Printed 4/3/2018 Page 2 of 6 BLR 12200 (01/08/14) PROPOSAL 1. Proposal of RETURN WITH BID for the improvement of the above section by the construction of County Cook Local Public Agency Village of Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress & Frost Street Lights Furnish and install street lights, conduits, cables and controller; removal of existing street lights. a total distance of 2435 feet, of which a distance of 2435 feet, ( 0.46 miles) are to be improved. 2. The plans for the proposed work are those prepared by and approved by the Department of Transportation on HLR Inc 3. The specifications referred to herein are those prepared by the Department of Transportation 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 100 calendar days plus 15 working days for punch list items 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 proposal guaranty. Accompanying this proposal is either a bid bond if allowed, on Department form BLR12230 or a proposal guaranty check, complying with the specifications, made payable to: Villaqe Treasurer of Mount P 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 therefore. 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 BLR 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 BLR 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. Printed 4/3/2018 Page 3 of 6 BLR 12200 (01/08/14) RETURN WITH BID 111inoffiLs Department of Transportation SCHEDULE OF PRICES County Cook Local Public Agency Village of Mount Prospect Section 18 -00168 -00 -LT Route Willow, Cypress & Frost Street Lights scneauie Tor iwumpie tsias Combination Letter Sections Included in Combinations Total Schedule for Single Bid complete information coverinq these items, see plans and specifications I Bidder's Proposal for makina Entire Improvements I Item No. Items Unit Quantity Unit Price Total 1 SIDEWALK REMOVAL SF 276 2 PCC SIDEWALK, 5" SF 276 3 DETECTABLE WARNINGS SF 40 4 ELECTRIC SERVICE INSTALLATION EACH 1 5 UNDERGROUND CONDUIT, GALV STL, 3" DIA FOOT 95 6 UNDERGROUND CONDUIT, GALV STL, 5" DIA FOOT 40 7 UGRD COND, COIL NONMET CON, 1-1/2" DIA. FOOT 2525 8 ECIC, 600V (XLP-TYPE USE) 1/C NO. 8 FOOT 8533 9 ECIC, 600V (XLP-TYPE USE) 1/C NO. 6 FOOT 176 10 ECIC, 600V (XLP-TYPE USE) 1/C NO. 2 FOOT 352 11 LIGHT CONT, BASE MTD, 240 VOLT, 100 AMP EACH 1 12 LT STD, AL, 25' M.H., 10' CLP MA, 88W LED EACH 14 13 BREAKAWAY DEVICE WITH ALUM SKIRT EACH 14 14 LT POLE FDN, METAL, 11" BOLT CIR, 8" X 6' EACH 14 15 TREE PROTECTION FENCE FOOT 640 16 TRAFFIC CONTROL & PROT, STD 701501 L SUM 1 17 ITRAFFIC CONTROL & PROT, STD 701801 L SUM 1 Bidder's Proposal for Making Entire Improvements Printed 4/3/2018 Page 4 of 6 BLR 12200a (01/08/14) CONTRACTOR CERTIFICATIONS RETURN WITH BID County Cook Local Public Agency Village of Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress & Frost Street Lights The certifications herinafter 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. Make a false statement voids the contract and allows the Department to recover all amounts paid to the idividual 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 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 of 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 conviccted 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 contracing with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporaton 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 offical of the firm. 4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currenty under a suspension as defined in Subpart I of Title 55 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. Printed 3/1/2018 Page 5 of 6 BLR 12200 (01/08/14) RETURN WITH BID County Cook SIGNATURES Local Pulic Agency Village of Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress & Frost Street Lights (If an individual) Signature of Bidder Business Address (If a partnership) Firm Name Signed By Business Address Insert Names and Addressed of All Partners (If a corporation) Attest: Corporate Name Signed By President Business Address President Insert Names of Officers Secretary Treasurer Secretary Printed 3/1/2018 Page 6 of 6 BLR 12200 (01/08/2014) (i)Illinois Department of Transportation RETURN WITH BID PAPER BID BOND WE and Local Agency Proposal Bid Bond Route Willow, Cypress, Frost St Lights County Cook Local Agency Village of Mount Prospect Section 18 -00168 -00 -LT as PRINCIPAL, 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 (Company Name) By: (Signature and Title) Principal By: (Company Name) (Signature and Title) (If PRINCIPLE is ajoint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.) (Name of Surety) STATE OF ILLINOIS, COUNTY OF I. do hereby certify that S u rety By: (Signature of Attorney -in -Fact) , a Notary Public in and for said county, ( 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) Page 1 of 1 Printed on 3/1/2018 1:54:53 PM Date BLR 12230 (Rev. 7/05 Illinois Department of Transportation Bureau of Construction 2300 South Dirksen Parkway/Room 322 Springfield, Illinois 62764 Part I. Work Under Contract Affidavit of Availability For the Letting of structions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued less both sides of this form are completed in detail. Use additional forms as needed to list all work. 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 1 2 1 3 1 4 1 Awards Pendina Contract Number Contract With Estimated Completion Date Total Contract Price 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. Accumulated Totals List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated 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 Totals company. If no work is contracted, show NONE. 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. Printed 2/26/2018 Pagel 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. 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 Notary Public My commission expires (Notary Seal) Signed Company Address Printed 2/26/2018 Page 2 of 2 BC 57 (Rev. 08/17/10) 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 Notary Public My commission expires (Notary Seal) Signed Company Address Printed 2/26/2018 Page 2 of 2 BC 57 (Rev. 08/17/10) Illinois Department of Transportation Return with Bid Apprenticeship or Training Program Certification County Co Local Agency N/Imint Prnsnert Section 18-00168-00-1 T 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: 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. 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. Printed 3/1/2018 Page 1 of 2 BLR 12325 (Rev. 4/07) 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: Address: By: Title: (Signature) Printed 3/1/2018 Page 2 of 2 BLR 12325 (Rev. 4/07) Illinois Department of Transportation State of County of of ss. RETURN WITH BID Affidavit of Illinois Business Office County Cook Local Public Agency Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress, Frost Street Lights (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) Printed 3/1/2018 BLR 12326 (01/08/14) NOTICE TO BIDDERS Bid for Willow Lane, Cypress Drive and Frost Drive Street Light Project Sealed bids will be received until 1:00 p.m. on April 30, 2018 in the office of the Village Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056. In a separate, sealed envelope, please submit bid clearly marked: "Sealed Bid for Willow Lane, Cypress Drive and Frost Drive Street Light Project" The project consists of installing new street lights, conduits, cables, and a controller on Willow Lane from Robert Drive to Church Road, on Cypress Drive from Willow Lane to Cottonwood Lane, and on Frost Drive from Circle Drive to Cypress Drive in the Village of Mount Prospect, Illinois. Plans and specifications may be obtained from Hampton, Lenzini and Renwick, Inc., 380 Shepard Drive, Elgin, Illinois 60123. Questions regarding this project should be directed to Randal Newkirk of Hampton, Lenzini and Renwick, Inc., 847-697-6700. All work under this Bid and the resulting contract shall comply with the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and ordinances. Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees. Any Bid submitted unsealed, unsigned, sent via email or fax or received subsequent to the aforementioned date and time, will be disqualified and returned to the bidder. The Village reserves the right in its sole discretion, to reject any and all bids or parts thereof, to waive any irregularities, technicalities, and informalities in bid procedures and to award the contract in a manner best serving the interests of the Village. Village Manager Michael J. Cassady Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents shall submit a written request for interpretation to Village Engineer Jeffrey Wulbecker, P.E., no later than five (5) calendar days prior to the date set for the opening of the bid. Any questions received after that time may be answered at the discretion of the Village. In the event that the Village finds a question to be adequately addressed in the existing bidding documents, the question may be answered in writing by directing the requesting bidder to the applicable provision(s) in the existing bid documents. No further clarifications or interpretations will be issued. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. Questions about this Request for Bids should be directed to: Randal Newkirk Hampton, Lenzini and Renwick, Inc. 380 Shepard Drive Elgin, IL 60123 Phone: 847-697-6700 Email: rnewkirk@hlreng.com GENERAL CONDITIONS 1. DEFINITION OF TERMS In these specifications and the accompanying documents, the several terms hereinafter defined shall be understood to mean as follows: The term "Award" shall mean the decision of the Village of Mount Prospect to accept the bid of the lowest responsible bidder for the work, subject to the execution and approval of a satisfactory contract therefore, and bond to secure the performance thereof, and to such other conditions as may be specified or otherwise required by law. The term "Bid" shall mean a formal written offer of a bidder to perform the proposed work in accordance with these specifications. The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for the work contemplated. The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents, Instructions to Bidders, General Conditions and Special Provisions, Specifications, Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials or standards provided or noted by the Village, Contract, Performance Bond form, and Labor and Materials Payment Bond form. The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect, Illinois. The term "CCDD" shall mean Clean Construction or Demolition Debris. The term, "Contract," shall mean the written agreement between the Village and the contractor, or between the owner and the contractor. The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit. The term "Contractor," as successful bidder, shall mean the individual, firm or corporation who shall have entered into an agreement or contract to furnish all necessary labor, equipment, tools and materials for the performance of the work under its bid and the Bid Documents. The phrase "Director of Public Works" shall mean the Director of Public Works representing the Village of Mount Prospect. The term "EPR" shall mean the Village's Engineering Project Representative. The phrase "Final Performance Date" shall mean the date that Substantial Performance and the punchlist items must be completed. The term "Inspector" shall mean the authorized representative of the Director of Public Works assigned to make detailed inspection of any or all portions of the work or materials therefore. The phrase "Notice of Award" shall mean the written notice of award of the contract given by the Village to the successful bidder. The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting bids for the proposed improvements. The phrase "Notice to Proceed" shall mean the official notice to the contractor that will start the performance period. The phrase "Performance Period" shall mean the time allotted for contractor to perform the contract from start to Substantial Performance. The term "Owner" shall mean the Village of Mount Prospect. The phrases "Performance Bond" and "Labor and Material Payment Bond" and "Letter of Credit" shall mean the approved form of security furnished by the contractor and its financial institution as a guarantee that it will execute the work and pay all material providers and subcontractors. The terms "Plans" or "Contract Drawings" shall mean all official drawings or reproductions of drawings pertaining to the work provided in the contract. The phrase "Project Schedule" shall mean the critical path schedule submitted by Contractor to the Village, which includes targeted dates of completion through the Substantial Completion Date. The term "Punchlist" shall mean a list of items to be completed after Substantial Performance. The phrase "Special Provisions" shall mean any special directions and requirements prepared to cover the method or manner of performing work on a particular project, or cover the quantities or quality of the materials to be furnished under the contract which are not covered in the STANDARD SPECIFICATIONS. The special provisions included in the contract shall govern the work and take precedence over the general provisions and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but they shall not operate to annul those portions of the general provisions with which they are not in conflict. The term "Specifications" shall mean the general and special provisions, instructions and requirements contained herein, together with written agreements and all other executed documents which describe the method of performing the work, the quantities, or the quality of material to be furnished under the contract. Additionally, the term specifications will refer to standard practices as outlined in the Illinois Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (R&BC), latest revision and the "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" prepared by the ISPE, CECT, et al, latest revision. The term "Subcontractor" shall mean any individual, firm or corporation other than the contractor supplying labor, equipment, tools and materials for use in the work of the contract. The phrase "Substantial Performance" shall mean the date that the entire Project can be used for the purposes for which it was intended, i.e., only punchlist items remain. The phrase "Substantial Performance Date" shall mean the date that substantial performance must be completed. The term "Village" shall mean the Village of Mount Prospect, Illinois. The terms "Village Manager" or "Manager" shall mean the Village Manager of the Village of Mount Prospect, Illinois or his duly appointed representative. The terms "Work" and "Project" are used interchangeably and shall mean the improvement advertised for letting, described in the bid form, indicated on the plans, and covered in the specifications and contract, and authorized alterations, extensions and deductions, including labor, tools, equipment, materials and incidentals necessary for the satisfactory completion of the project. SPECIAL PROVISIONS TABLE OF CONTENTS Page/Pages Index for Supplement Specifications and Recurring Special Provisions SP -1 Check Sheet for Recurring Special Provisions SP -2 to SP -3 BIDE Special Provisions Check Sheet SP -4 to SP -5 Special Provisions SP -6 to SP -7 CCDD information SP -8 Contract Pay Items SP -9 to SP -21 BIDE Special Provisions SP -22 to SP -38 Electrical Inspection Forms SP -39 to SP -41 Local Public Agency Formal Contract 2 Pages Contract Bond 2 Pages INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2018 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-18) SUPPLEMENTAL SPECIFICATIONS Std. Spec. See- page No. 106 Control of Materials 1 403 Bituminous Surface Treatment (Class A-1, A-2, A-3) 2 404 Micro -Surfacing and Slurry Sealing 3 405 Cape Seal 14 420 Portland Cement Concrete Pavement 24 442 Pavement Patching 26 502 Excavation for Structures 27 503 Concrete Structures 29 504 Precast Concrete Structures 32 542 Pipe Culverts 33 586 Sand Backfill for Vaulted Abutments 34 630 Steel Plate Beam Guardrail 36 631 Traffic Barrier Terminals 39 670 Engineer's Field Office and Laboratory 40 701 Work Zone Traffic Control and Protection 41 704 Temporary Concrete Barrier 42 781 Raised Reflective Pavement Markers 44 888 Pedestrian Push -Button 45 1003 Fine Aggregates 46 1004 Coarse Aggregates 47 1006 Metals 50 1020 Portland Cement Concrete 51 1050 Poured Joint Sealers 53 1069 Pole and Tower 55 1077 Post and Foundation 56 1096 Pavement Markers 57 1101 General Equipment 58 1102 Hot -Mix Asphalt Equipment 59 1103 Portland Cement Concrete Equipment 61 1106 Work Zone Traffic Control Devices 63 SP -1 Illinois Department Check Sheet For Recurring 019 of Transportation Special Provisions 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 64 2 ❑ Subletting of Contracts (Federal -Aid Contracts) 67 3 EEO 68 4 Specific EEO Responsibilities Non Federal -Aid Contracts 78 5 Required Provisions - State Contracts 83 6 El Asbestos Bearing Pad Removal 89 7 Asbestos Waterproofing Membrane and Asbestos Hot -Mix Asphalt Surface Removal 90 8 ❑ Temporary Stream Crossings and In -Stream Work Pads 91 9 ❑ Construction Layout Stakes Except for Bridges 92 10 ❑ Construction Layout Stakes 95 11 ❑ Use of Geotextile Fabric for Railroad Crossing 98 12 ❑ Subsealing of Concrete Pavements 100 13 E] Hot -Mix Asphalt Surface Correction 104 14 Pavement and Shoulder Resurfacing 106 15 Patching with Hot -Mix Asphalt Overlay Removal 107 16 El Polymer Concrete 109 17 PVC Pipeliner 111 18 El Bicycle Racks 112 19 ❑ Temporary Portable Bridge Traffic Signals 114 20 ❑ Work Zone Public Information Signs 116 21 E] Nighttime Inspection of Roadway Lighting 117 22 English Substitution of Metric Bolts 118 23 Calcium Chloride Accelerator for Portland Cement Concrete 119 24 7X Quality Control of Concrete Mixtures at the Plant 120 25 E, Quality Control/Quality Assurance of Concrete Mixtures 128 26 Digital Terrain Modeling for Earthwork Calculations 144 27 Reserved 146 28 ❑ Preventive Maintenance - Bituminous Surface Treatment 147 29 ❑ Reserved 153 30 ❑ Reserved 154 31 7 Reserved 155 32 E] Temporary Raised Pavement Markers 156 33 Restoring Bridge Approach Pavements Using High -Density Foam 157 34 Portland Cement Concrete Inlay or Overlay 160 35 El Portland Cement Concrete Partial Depth Hot -Mix Asphalt Patching 164 El O Printed 02/26/18 Page 1 of 2 BLR 11300 (10/17/17) SP -2 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 168 LRS 2 ❑ Furnished Excavation 169 LRS 3 ❑ Work Zone Traffic Control Surveillance 170 LRS 4 ❑ Flaggers in Work Zones 171 LRS 5 D Contract Claims 172 LRS 6 ❑x Bidding Requirements and Conditions for Contract Proposals 173 LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals 179 LRS 8 Reserved 185 LRS 9 ❑ Bituminous Surface Treatments 186 LRS 10 Reserved 187 LRS 11 Ex, Employment Practices 188 LRS 12 Ox Wages of Employees on Public Works 190 LRS 13 EXI Selection of Labor 192 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 193 LRS 15 FX -1 Partial Payments 196 LRS 16 ❑ Protests on Local Lettings 197 LRS 17 1*1 Substance Abuse Prevention Program 198 LRS 18 ❑ Multigrade Cold Mix Asphalt 199 Printed 02/26/18 BLR 11300 (10/17/17) SP -3 BDE SPECIAL PROVISIONS For the April 27 and June 15, 2018 Lettings 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 50261 7 Building Removal -Case I (Non -Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 8 Building Removal -Case 11 (Non -Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 9 Building Removal -Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 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 80396 13 Class A and B Patching Jan. 1, 2018 80384 14 ✓ Compensable Delay Costs June 2, 2017 80198 15 Completion Date (via calendar days) April 1, 2008 80199 16 ✓ Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 17 Concrete Box Culverts with Skews > 30 Degrees and Design Fills <_ 5 April 1, 2012 July 1, 2016 Feet 80311 18 Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 19 Concrete Mix Design - Department Provided Jan. 1, 2012 April 1, 2016 80261 20 ✓ Construction Air Quality - Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 21 Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 80029 22 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2016 80378 23 Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80388 24 ✓ Equipment Parking and Storage Nov. 1, 2017 80229 25 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80304 26 Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80246 27 Hot -Mix Asphalt - Density Testing of Longitudinal Joints Jan. 1, 2010 April 1, 2016 80347 28 Hot -Mix Asphalt - Pay for Performance Using Percent Within Limits - Nov. 1, 2014 Jan. 1, 2018 Jobsite Sampling 80383 29 Hot -Mix Asphalt - Quality Control for Performance April 1, 2017 Nov. 1, 2017 80376 30 Hot -Mix Asphalt - Tack Coat Nov. 1, 2016 80392 31 ✓ Lights on Barricades Jan. 1, 2018 80336 32 Longitudinal Joint and Crack Patching April 1, 2014 April 1, 2016 80393 33 Manholes, Valve Vaults, and Flat Slab Tops Jan. 1, 2018 80045 34 Material Transfer Device June 15, 1999 Au . 1, 2014 0�� 80165 36 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80349 37 Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 38 Pavement Marking Removal July 1, 2016 80390 39 ✓ Payments to Subcontractors Nov. 2, 2017 80377 40 Portable Changeable Message Signs Nov. 1, 2016 April 1, 2017 80389 41 ✓ Portland Cement Concrete Nov. 1, 2017 80359 42 Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2017 80385 43 ✓ Portland Cement Concrete Sidewalk Aug. 1, 2017 80300 44 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 80328 45 ✓ Progress Payments Nov. 2, 2013 34261 46 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 SP -4 File Name # 80157 47 80306 48 80395 49 80340 50 80127 51 80391 52 80317 53 80298 54 20338 55 80318 56 80288 57 80302 58 80071 59 Special Provision Title Special Provision Title Effective Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt Shingles Nov. 1, 2012 (RAS) Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 Speed Display Trailer April 2, 2014 Steel Cost Adjustment April 2, 2004 Subcontractor Mobilization Payments Nov. 2, 2017 Surface Testing of Hot -Mix Asphalt Overlays Jan. 1, 2013 Temporary Pavement Marking (NOTE: This special provision was April 1, 2012 previously named "Pavement Marking Tape Type IV'.) Training Special Provisions Oct. 15, 1975 Traversable Pipe Grate for Concrete End Sections (NOTE: This Jan. 1, 2013 special provision was previously named "Traversable Pipe Grate".) Warm Mix Asphalt Jan. 1, 2012 Weekly DBE Trucking Reports June 2, 2012 Days Jan. 1, 2002 Effective 80368 Light Tower Article 1069.08 July 1, 2016 ✓ Mast Arm Assembly and Pole Article 1077.03(a)(1) July 1, 2016 80338 Portland Cement Concrete Partial Depth Hot -Mix ✓ =Working The following special provisions are in the 2018 Supplemental Specifications and Recurring Special Provisions File Name Special Provision Title New Location Effective 80368 Light Tower Article 1069.08 July 1, 2016 80369 Mast Arm Assembly and Pole Article 1077.03(a)(1) July 1, 2016 80338 Portland Cement Concrete Partial Depth Hot -Mix Recurring CS #35 April 1, 2014 Asphalt Patching 80379 Steel Plate Beam Guardrail Articles 630.02, 630.05, Jan. 1, 2017 630.06, and 630.08 80381 Traffic Barrier Terminal, Type 1 Special Article 631.04 Jan. 1, 2017 80380 Tubular Markers Articles 701.03, 701.15, Jan. 1, 2017 701.18, and 1106.02 Revised Jan. 1, 2018 Jan. 1, 2017 Aug. 1, 2017 April 1, 2016 April 1, 2017 Jan. 1, 2018 April 1, 2016 April 2, 2015 Revised April 1, 2016 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 0 Building Removal -Case IV 0 Material Transfer Device • Building Removal - Case I • Completion Date • Railroad Protective Liability Insurance • Building Removal —Case II 0 Completion Date Plus Working Days 0 Training Special Provisions • Building Removal - Case III • DBE Participation • Working Days SP -5 SPECIAL PROVISIONS VISITATION OF THE PROJECT SITE The Contractor shall visit the project site prior to his submittal of his bid proposal in order to satisfy himself as to the existing conditions under which, in the course of the work, he will be obliged to operate or that will in any manner affect the work under this contract. EXISTING UTILITIES The Contractor shall make his own investigation to determine the existence, nature, and location of all utility lines and appurtenances within the limits of the improvement. Before doing any work which will damage, disturb, or leave unsupported or unprotected any utility lines or appurtenances encountered, the Contractor shall notify the owner, who will make all arrangements for relocating, adjusting or otherwise maintaining or abandoning service lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of all cables, valve boxes, manhole covers, and other appurtenances which the owner desires to salvage. After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer. All utility lines and appurtenances which are abandoned by the owner shall be removed and disposed of by the Contractor, if it is possible, without damaging existing utilities, and with the approval of the Village. No extra compensation will be allowed the Contractor for any expense incurred by complying with these requirements, or because of delays, inconvenience, or interruptions in his work resulting from the failure of any utility company to remove, relocate, reconstruct, or abandon their services. The responsibility for the prompt and timely removal, relocation, reconstruction, or abandonment of their facilities and the coordination of his own work with that of the Village to the end that work on this improvement is not delayed because of necessary changes in the existing utilities shall rest upon the Contractor. DISPOSAL OF EXCESS MATERIALS All contract items requiring removal of existing material such as boulders, trees, and stumps and any necessary excavation shall have the surplus materials removed and disposed of off the project site by the Contractor. SHEETING AND BRACING Where necessary to prevent caving, trench excavations shall be adequately supported. The Contractor shall be responsible for designing, providing, installing, and maintaining any sheeting, bracing, etc., which may be necessary to support the sides of the excavation and trenches. As backfill is placed and the sheeting withdrawn, the void left by the withdrawn sheeting shall be filled and compacted before withdrawing the next increment. The cost for all sheeting and bracing shall be considered incidental to the contract. UNAUTHORIZED EXCAVATION If the bottom of any excavation is removed beyond the limits shown or directed, it shall be backfilled and compacted to the proper grade with a material suitable to the Engineer and at the Contractor's expense. SP -6 SAW -CUTTING This work shall be done where any new pavement, curb and gutter, frames and grates, structures, sidewalks, or driveways abut existing pavement, curb and gutter, sidewalks, or driveways. All required saw -cutting will be full depth and shall be considered incidental to the Contract. HORIZONTAL DIRECTIONAL DRILLLING CONTRACTOR EXPERIENCE All horizontal directional drilling operations shall be performed by a qualified directional drilling Contractor with at least four (4) years' experience involving work of a similar nature to the work required for this project. The Contractor must have installed a minimum of 10,000 linear feet of pipe using directional drilling operations. A list of project references and proof of contractor experience shall be presented to the Village, upon request of the Village. SUBSURFACE INVESTIGATION Subsurface investigations have not been performed. The Contractor will be responsible for any costs associated with subsurface investigations. No additional payments will be made if rock is encountered or additional construction time and equipment is necessary due to ground conditions. Proper equipment and methods shall be used in rock and soil bores to insure proper grades, elevations and separations. AS BUILT The Contractor shall be responsible for providing to the Engineer the following As Built information at fifty foot (50') stations for the entire length of the coilable nonmetallic conduit: 1. The location and depth of the coilable nonmetallic conduit. This information should be obtained by the Contractor's use of a locator or navigator DURING the conduit installation process and not afterwards. The Cost to provide this information to the Engineer will be included in the cost of the conduit. ITEMS TO BE SALVAGED All street light poles, arms, and luminaires to be removed by the Contractor shall be delivered to the Village of Mount Prospect's Public Works yard for storage and future use by the Village. SP -7 CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) The Contractor shall only be responsible for the disposal of clean construction debris. The Contractor shall prepare all bid pricing based on the assumption that all excavations and associated debris will comply with the clean construction debris disposal requirements and that the debris can and will be disposed of at any clean debris landfill. The Village or its CCDD consultant will prepare all Source Site Certification by Owner or Operator forms (or LPC -662 manifests) for each location and for each date of excavation during this project. These forms will be provided to the Contractor by the engineering project representative or (EPR). The Contractor shall acquire one manifest for each load as outlined in the state regulations and shall be responsible for only the costs of disposal of clean construction debris. SUSPECT DEBRIS The Contractor shall only be responsible for the disposal of any and all clean construction debris. If the Contractor, for whatever reason, suspects that an excavation, debris load, or any portion thereof, may contain non -clean construction debris, then he shall immediately notify the Village or the EPR. The Public Works Department can be reached at 847-870-5640. If the Village or EPR agree that the material is suspect then the Contractor shall set aside that suspect load or portion thereof on site or at a holding area identified by the Village. The Contractor shall at that time be no longer responsible for the disposal of that load or portion thereof. The Village and its CCDD consultant will become responsible for the testing and subsequent disposal of all suspect debris. SP -8 CONTRACT PAY ITEMS This work shall be done in accordance with Section 800 of the "Standard Specifications for Road and Bridge Construction," adopted April 1, 2016, and the following special provisions. Special attention is called to Section 801, Electrical Requirements. SHOP DRAWINGS AND CATALOG CUTS The Contractor shall submit to the Village and the Engineer for approval electronic shop drawings and catalog cuts of the lighting items including: Electric Service Installation Cables Splices Fuses Conduits Lighting Controller, Base Mounted, 240Volt, 100 Amp Light Standard, Aluminum, 25 Ft. M.H., 10 Ft. Clamp -on Mast Arm, 88W LED Breakaway Devices with Aluminum Skirt Light Pole Foundation, Metal, 11" Bolt Circle, 8" X 6' no later than seven (7) days after the award of the contract. The electronic submittals shall be made to the Village, mlawrieCa)mountprospect.org and the Engineer, quill lrenecom. The Village and the Engineer will review the submittal and notify the Contractor no later than 14 days after the award of the contract if the shop drawings and catalog cuts are acceptable. If the Contractor wishes to speed up the review process, the shop drawings and catalog cuts can be submitted with the Proposal. The Contractor shall order the materials as soon as approval is received from the Village to assure timely delivery. No extension of time will be granted because the materials have not been delivered. ITEM 1 —SIDEWALK REMOVAL Description: This work shall consist of the removal of existing sidewalk as shown on the plans or as directed by the Engineer. Construction Methods: 1. This work shall be done in accordance with Section 440 of the Standard Specifications. 2. The Contractor shall coordinate the removal and replacement of sidewalk with the adjacent property owners a minimum of 72 hours in advance of starting the work. 3. Any sidewalk removed beyond the limits shown on the plans or as directed by the Engineer shall be at the Contractor's expense. SP -9 4. This work shall include any barricades or other devices to protect pedestrians from entering the area where sidewalk has been removed. Restoration of Work Area: Restoration of the work area shall be included in the cost of this item. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns as determined by the Village or its representative shall be replaced with an approved sod without dispute. The landscaping company installing the sod shall be approved by the Village. Areas restored with sod shall be watered in accordance with Article 252.08 of the Standard Specifications. Any sod that does not survive without meeting specifications as determined by the Village or its representative shall be replaced by the contractor at no additional compensation. At the Village's sole discretion, approved topsoil and seed may be used in certain situations rather than sod. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. Method of Measurement: This work will be measured for payment in place and the area computed in square feet. Basis of Payment: This work will be paid for at the contract unit price per square foot for SIDEWALK REMOVAL. This price shall include all labor, material and equipment to complete this item. ITEM 2 — PCC SIDEWALK, 5" Description: This work shall consist of the construction of Portland cement concrete sidewalk as shown on the plans or as directed by the Engineer. Construction Methods: 1. This work shall be done in accordance with Section 424 of the Standard Specifications and the detail in the plans. 2. This work shall include a 4 inch aggregate base course, CA -6 crushed stone as shown in the plans. This aggregate base course shall be mechanically compacted. 3. To tie the existing side walk to the replaced sidewalk, #4 dowels 8 inches long shall be drilled approximately 4 inches into the existing sidewalk at 2 -foot centers around the perimeter of the removed sidewalk. 4. This work shall include the application of protective coat in accordance with Article 420.18 of the Standard Specifications. 5. This work shall include any barricades or other devices to protect pedestrians from entering the area where sidewalk has been poured. SP -10 Restoration of Work Area: Restoration of the work area shall be included in the cost of this item. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns as determined by the Village or its representative shall be replaced with an approved sod without dispute. The landscaping company installing the sod shall be approved by the Village. Areas restored with sod shall be watered in accordance with Article 252.08 of the Standard Specifications. Any sod that does not survive without meeting specifications as determined by the Village or its representative shall be replaced by the contractor at no additional compensation. At the Village's sole discretion, approved topsoil and seed may be used in certain situations rather than sod. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. Method of Measurement: This work will be measured for payment in place and the area computed in square feet. Basis of Payment: This item shall be paid for at the contract unit price per square foot for PCC SIDEWALK, 5". This price shall include all labor, material and equipment to complete this item. ITEM 3 —DETECTABLE WARNINGS Description: This work shall consist of the construction of Detectable Warnings as shown on the plans or as directed by the Engineer. Construction Methods: 1. This work shall be done in accordance with Section 424 of the Standard Specifications. 2. The detectable warning panels shall be Armor -Tile Tactile Systems Cast in Place Tile or an equal approved by the Village prior to installation. The color shall be Colonial Red (Federal No. 20109). The size shall be 2 feet by 4 feet. 3. This work shall include any barricades or other devices to protect pedestrians from entering the area where the detectable warnings have been installed. Method of Measurement: This work will be measured for payment in place and the area computed in square feet. Basis of Payment: This item shall be paid for at the contract unit price per square foot for DETECTABLE WARNINGS. This price shall include all labor, material and equipment to completer this item. SP -11 ITEM 4— ELECTRIC SERVICE INSTALLATION Description: This work shall be done in accordance with Section 804 of the Standard Specifications insofar as applicable and the following. Construction Methods: For this installation, a ground mounted service will be required. Work shall be according to Article 804.04 of the Standard Specifications. Coordination with Commonwealth Edison will be required. The contact information is: Christine Leftwich Office Telephone: Cell Phone: Email: Basis of Payment: 630-424-5124 847-508-4073 Christine. leftwich@comed.com This work will be paid for at the contract unit price per each for ELECTRIC SERVICE INSTALLATION. Any charges by the utility company to provide electrical service to the service installation will be paid for according to Article 109.05 of the Standard Specifications. ITEMS 5 & 6 — UNDERGROUND CONDUIT, GALVANIZED STEEL Description: This work shall be done in accordance with Section 810 of the Standard Specifications insofar as applicable and the following. Construction Methods: These conduits shall be used as sleeves for other conduits as shown in the plans. Conduits for this project shall be installed by boring and pulling as described in Article 810.04 (c) of the Standard Specifications. Installation by trenching shall not be used. Sizes shall be as shown on the plans. Conduits shall be a minimum of 30 inches below grade. Restoration of Work Area: Restoration of the work area shall be included in the cost of this item. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns as determined by the Village or its representative shall be replaced with an approved sod without dispute. The landscaping company installing the sod shall be approved by the Village. Areas restored with sod shall be watered in accordance with Article 252.08 of the Standard Specifications. Any sod that does not survive without meeting specifications as determined by the Village or its representative shall be replaced by the contractor at no additional compensation. At the Village's sole discretion, approved topsoil and seed may be used in certain situations rather than sod. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. SP -12 Method of Measurement: This work will be measured for payment in accordance with Article 810.06 of the Standard Specifications. Basis of Payment: This work will be paid for at the contract unit price per foot for UNDERGROUND CONDUIT, GALVANIZED STEEL, of the size specified. This price shall include all labor, material and equipment to complete this item. ITEM 7 — UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT Description: This work shall be done in accordance with Section 810 of the Standard Specifications insofar as applicable and the following. Construction Methods: Conduits for this project shall be installed by boring and pulling as described in Article 810.04 (c) of the Standard Specifications. Installation by trenching shall not be used. Sizes shall be as shown on the plans. Conduits shall be a minimum of 30 inches below grade. Restoration of Work Area: Restoration of the work area shall be included in the cost of this item. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns as determined by the Village or its representative shall be replaced with an approved sod without dispute. The landscaping company installing the sod shall be approved by the Village. Areas restored with sod shall be watered in accordance with Article 252.08 of the Standard Specifications. Any sod that does not survive without meeting specifications as determined by the Village or its representative shall be replaced by the contractor at no additional compensation. At the Village's sole discretion, approved topsoil and seed may be used in certain situations rather than sod. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. Method of Measurement: This work will be measured for payment in accordance with Article 810.06 of the Standard Specifications. Basis of Payment: This work will be paid for at the contract unit price per foot for UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, of the size specified. This price shall include all labor, material and equipment to complete this item. ITEMS 8,9 & 10 — ELECTRIC CABLE IN CONDUIT, 600 VOLT (XLP-TYPE USE) This work shall be done in accordance with Article 817 of the Standard Specifications insofar as applicable and the following. SP -13 Construction Methods: Cable sizes shall be as shown on the plans. Cable insulation shall be color coded as shown on the plans. Method of Measurement: This work will be measured for payment in accordance with Article 817.04 of the Standard Specifications. Basis of Payment: This work will be paid for at the contract unit price per foot installed for ELECTRIC CABLE IN CONDUIT, 600 V (XLP-TYPE USE) of the size and number of conductors specified. ITEM 11 — LIGHTING CONTROLLER, BASE MOUNTED, 240 VOLT, 100 AMP Description: This item shall consist of furnishing and installing a roadway lighting electrical control cabinet complete with foundation and wiring for control of street lighting as specified herein, shown on the contract drawings, and directed by the Engineer. General Requirements: The cabinet with all of its electrical components and parts shall be assembled in a neat, orderly fashion. All of the electrical cables shall be installed in a trim, neat, professional manner. The cables shall be trained in straight horizontal and vertical directions and be parallel, next to, and adjacent to other cables whenever possible. The completed controller shall be UL -listed as an Industrial Control Panel under UL 508. This work shall be done in accordance with Section 825 of the Standard Specifications. Cabinet: The cabinet shall be a Type III traffic signal cabinet having an approximate volume of 11.5 cubic feet or an approved equal and shall be fabricated from 0.125 -inch -thick aluminum alloy no. 3003-H14. The cabinet shall comply with ANSI C33.71 and UL 50. It shall be reinforced with aluminum angles. The compartment doors shall have stainless steel hinges. The door handle shall be stainless steel and shall have a minimum diameter of 0.5 inch and have a padlock provision. The cabinet door shall have a stainless steel nameplate with the legend as shown on the contract drawings. 2. The doors shall be gasketed to exclude the entry of moisture, dirt, and insects. 3. The equipment -mounting panel shall be made of '/4 -inch minimum non -asbestos, inorganic non -conducting material and shall be drilled and tapped for front mounting of the equipment. The panel shall be easily installed and removed from the front of the cabinet. A metal mounting panel, as detailed on the drawings, will be acceptable in lieu of the non -conducting panel. All cable and connections shall be in front of the panel. 4. A dead -front panel shall be mounted to the equipment -mounting panel with only the circuit breakers and the three -position selector switches visible. No live parts shall be exposed. SP -14 5. All wiring and bus bars shall be of a size to handle the rated current of the connected equipment. Exposed bus bars shall be insulated, except for ground and neutral bus bars. 6. The cabinet door shall have a 3 -point latch to secure it in a wide-open position to ensure safety during field operations. The cabinet door shall have a keyed lock. 7. The interior compartment shall be insulated on the inside of the sides, back, top, bottom, and inside of the door with one -inch -thick polyisocyanu rate rigid -foam insulation board. The foam board shall have foil facers on each side. The side facing the interior of the cabinet shall have a white -tinted foil facer with a satin finish. The insulation shall have a minimum aged -thermal resistance (R -value) of 8 at a 40°F mean temperature. The insulation shall comply with Federal Specification HH -1- 1972/1, Class 2. 8. The exterior shall have a brushed aluminum finish. The interior shall have a brushed aluminum finish. 9. An ARC FLASH warning label, per NFPA 70E, shall be placed on the cabinet door. Ground and Neutral Bus Bars: Separate ground and neutral bus bars shall be provided. The ground bus bar shall be copper, mounted on the equipment panel, fitted with 22 connectors of the type as shown on the plans, as a minimum. The neutral bar shall be similar. The heads of connector screws shall be painted white for neutral bar connectors and green for ground bar connectors. Circuit Breakers: 1. All feeders, branch circuits, and auxiliary and control circuits shall have overcurrent protection. Unless otherwise indicated, the overcurrent protection shall be by means of circuit breakers. 2. Unless otherwise indicated, circuit breakers shall be standard UL -listed molded case, thermal -magnetic bolt -on -type circuit breakers with trip -free indicating handles. 3. Unless otherwise indicated, circuit breakers shall have a UL -listed interrupting rating of not less than 10,000 rms symmetrical amperes at rated circuit voltage for which the breaker is applied. 4. Multi -pole circuit breakers larger than 100 -ampere size shall have adjustable magnetic trip settings. 5. The number of branch circuit breakers shall be as indicated on the Control Cabinet detail drawing or as indicated in the lighting system wiring diagram, whichever is greater. Contactors: Unless otherwise indicated, contactors shall be electrically operated, mechanically held, with the number of poles required for the service and with operating coil voltage as indicated or otherwise required. Ampere rating of contactors shall be not less than that required for the duty shown and shall otherwise be rated as indicated. SP -15 2. Contactors shall be complete with a non -conducting inorganic, non -asbestos sub - panel for mounting. 3. Contactors shall be mechanically held and shall be complete with coil -clearing contacts to interrupt current through the coil once the contactor is held in position. 4. The main contactor contacts shall be the double break, silver -to -silver type. They shall be spring-loaded and provide a wiping action when opening and closing. The contacts shall be renewable from the front panel, self -aligning, and protected by auxiliary arcing contacts. 5. The line and load terminals shall be pressure-type terminals of copper construction and of the proper size for the ampere rating of the contactors. 6. A lever for manual operation shall be incorporated in the contactor. Protection from accidental contact with current -carrying parts when operating the contactor manually shall be provided. 7. Unless otherwise indicated, the contactor operating coil shall operate at 240 volts, single phase. 8. Open and closed positions shall be clearly indicated and labeled in a permanent manner as approved by the Engineer. Photocell: 1. The photocell shall conform to ANSI C136.10 and the following changes. The photoelectric control shall be solid state, fail -on type, single -voltage rated, and shall be factory -preset and calibrated to turn on at 16.1 + 5.0 lux (1.5 ± 0.5 foot-candles). The ratio of turn-off light level to turn -on light level shall not exceed 1.6:1. The photoelectric control shall utilize an omni -directional upward -facing cadmium sulfide sensor. 2. The output control relay shall have a time delay of 5 to 15 seconds. The photoelectric control shall have a built-in 160 -joule metal oxide varistor for surge/transient protection. The contact shall be mechanical, and contact "chatter' upon opening of the contacts shall not exceed five milliseconds. The cover shall be one piece with pointed top and shall be of a high -impact grade thermoplastic with ultraviolet inhibitor. The control shall be capable of withstanding a drop of three feet onto a concrete floor without causing damage to the housing or changing the electrical operation. 3. The photoelectric control unit shall be mounted in the controller cabinet as shown in the plans. Auto/Manual Control: 1. Unless otherwise indicated, the cabinet shall be equipped with automatic and manual operating controls via three -position selector switches. 2. The control circuit shall have overcurrent protection as indicated and as required by NEC requirements. SP -16 Interior Lighting and Receptacle: 1. The cabinet shall have an auxiliary device circuit at 120 volts single phase to supply a convenience receptacle and cabinet light. 2. The cabinet shall be equipped with an interior 8 to 12 -watt LED lighting fixture of the enclosed and gasketed type, switched from a single -pole, single -throw, 20 -ampere switch. The switch shall be premium specification grade in a suitable four -inch box with a cover. 3. The cabinet shall be equipped with a 20 -ampere duplex ground fault interrupting receptacle, premium specification grade in a four -inch square box with a cover, for 120 -volt auxiliary use. Wiring and Identification: Unless otherwise indicated, power wiring within the cabinet shall be of the size specified for the corresponding service conductors and branch circuits and shall be rated RHH/RHW, 600 volts. 2. Unless otherwise indicated, control and auxiliary circuit wiring shall be rated RHH/RHW or MTW with jacket, 600 volts. 3. Unless otherwise indicated, all power and control wiring shall be tagged with self - sticking cable markers and shall be stranded copper. If the contract drawings do not specifically indicate assigned wire designations, the manufacturer shall assign wire designations and indicate them on the shop drawings. 4. All switches, controls, and the like shall be identified both as to function and position (as applicable) by means of engraved two-color nameplates attached with screws, or where nameplates are not possible in the judgment of the Engineer, by the use of cloth -backed adhesive labels as approved by the Engineer. Testing of the Assembled Cabinet: Prior to shipment of the completed control cabinet, the control cabinet shall be tested for load, short circuits, and complete operation of the cabinet as specified herein and shown on the plans. The test shall be made at the manufacturer's shop, by the manufacturer, and shall be witnessed by the Engineer. The Contractor shall arrange the test date with the Engineer and allow not less than seven (7) days advance notice. The cabinet shall not be delivered to the job site until inspected, tested, and approved for delivery by the Engineer. Foundation: The foundation shall be furnished and installed in place to the dimensions shown on the plans, including an apron in front of the cabinet. The top of the foundation shall extend 12 inches from the surrounding finished grade. The anchor bolts shall comply with ASTM A576. The top six inches of the anchor bolts shall be hot -dipped galvanized steel according to ASTM 153. The nuts and lock washers and flat washers shall be galvanized also. The foundation shall include raceways of galvanized steel or as noted on the plans. Testing of the Lighting System: The Contractor shall arrange the test date with the Engineer and the Village and allow not less than seven (7) days advance notice. The following tests shall be made on the Lighting System SP -17 when the installation is complete. The forms included herein shall be used to record the results of these tests. 1. Electrical Loading Test 2. Electrical Voltage Test 3. Electrical Cable Insulation Resistance Test Operating and Maintenance Manuals: Instructions from manufacturers for the various components on their operation and maintenance shall be assembled into a single manual. One copy shall be placed in the pocket on the door of the controller and two copies provided to the Director of Public Works. A copy of the record drawing of the lighting installation shall also be placed in the pocket. Basis of Payment: This work will be paid for at the contract unit price each for LIGHTING CONTROLLER, BASE MOUNTED, 240 VOLT, 100 AMP, which shall be payment in full for the controller work complete, as specified herein. ITEM 12 — LIGHT STANDARD, ALUMINUM, 25 FT. M.H., 10 FT. CLAMP -ON MAST ARM, 88W LED Description: This item shall consist of furnishing and installing an aluminum pole and clamp -on mast arm, wiring, fuses, 88W LED horizontal luminaire, as shown in the details in the plans. Pole and Arm: The pole shall be aluminum, one piece construction and provide a 25 -foot mounting height for the luminaire with the 10 -foot clamp -on mast arm. The pole shall be a round tapered shaft and be made of ASTM 6063-T6 aluminum. The base shall be manufactured for an 10- to 11 -inch bolt circle. A handhole, 4" by 6" shall be provided in the pole shaft for wiring as shown in the Light Pole Detail included in the plans. The pole and arm shall be: Hapco: RTA25C7B4T1A-01X Crouse -Hinds: RTA8M25AAT10268 clamp design Union Metal: model 154-Y1 clamp design or an approved equal. The Village shall be the sole judge as to whether or not another manufacturer's product meets the requirements as an approved equal. 2. The pole and mast arm shall be installed per the manufacturer's instructions and recommendations. Luminaire: The luminaire shall be a clean cobra head LED fixture. The luminaire shall be a Leotek GreenCobra Midsize LED Street Light, GCM H -Series, or an approved equal. The luminaire shall be UL listed for use in wet locations. The luminaire housing shall be die cast aluminum with a universal two -bolt slip fitter. The aluminum housing shall provide passive heat -sinking and shed precipitation. Electrical components shall be SP -18 accessible without tools and accessible via a high-strength, non-conductive polycarbonate door with quick release latches. The powder coat finish shall be gray. The Village shall be the sole judge as to whether or not another manufacture's product meets the requirements as an approved equal. 2. The luminaire shall be provided with High-flux/High-power white LEDs that produce a minimum of 90% of initial intensity over 75,000 hours of life. The luminaire shall provide a Type 2 medium light distribution per the IESNA classifications. Testing shall be done in accordance with IESNA LM -79. The lumen depreciation rating, L70 shall be greater than 100,000 hours. 3. The LEDs and LED driver shall operate over a -40°F to 122°F ambient temperature range. The driver shall accept input voltage from 120 to 277 volts. The LEDs shall have a 3000K color temperature with a typical 70 CRI. 4. The luminaire shall be free from all defects in materials and workmanship for a period of ten (10) years from the date of manufacture. 5. The luminaire shall be installed per the manufacturer's instructions and recommendations. Pole Wiring: 1. Pole wiring shall be color -coded Type XLP-USE, 600 -volt insulation, 90 degrees Centigrade, single conductor, #10 stranded copper wire. 2. All wires shall be continuous from the luminaire to the pole handhole. 3. In-line fuses shall be installed in the base of the pole for the lighting (2 amps) in such a manner as to be easily accessible for future maintenance. Basis of Payment: This work will be paid for at the contract unit price per each for LIGHT STANDARD, ALUMINUM, 25 FT. M. H., 10 FT. CLAMP -ON MAST ARM, 88W LED. ITEM 13 — BREAKAWAY DEVICE WITH ALUMINUM SKIRT Description: This work shall be done in accordance with Section 838 of the Standard Specifications and Highway Standard 838001 included in the plans. Construction Methods: Breakaway couplings, wire cloth, and aluminum pole base skirt shall be provided and installed per Highway Standard 838001. Basis of Payment: This work will be paid for at the contract unit price per each for BREAKAWAY DEVICE WITH ALUMINUM SKIRT. SP -19 ITEM 14— LIGHT POLE FOUNDATION, METAL, 11" BOLT CIRCLE, 8"X6' Description: This work shall be done in accordance with Section 836 of the Standard Specifications and Highway Standard 836001 included in the plans. Construction Methods: A metal foundation shall be constructed per Highway Standard 836001 except the bolt circle shall be as shown on the Pole Detail. Restoration of Work Area: Restoration of the work area shall be included in the cost of this item. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns as determined by the Village or its representative shall be replaced with an approved sod without dispute. The landscaping company installing the sod shall be approved by the Village. Areas restored with sod shall be watered in accordance with Article 252.08 of the Standard Specifications. Any sod that does not survive without meeting specifications as determined by the Village or its representative shall be replaced by the contractor at no additional compensation. At the Village's sole discretion, approved topsoil and seed may be used in certain situations rather than sod. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. Basis of Payment: This work will be paid for at the contract unit price per each for LIGHT POLE FOUNDATION, METAL, 11" BOLT CIRCLE, 8" x 6'. ITEM 15- TREE PROTECTION FENCE Description: This work shall consist of constructing fencing to protect existing trees at locations indicated on the plans, in the Tree Protection Plans included herein, and as directed by the Engineer. Construction Methods: The work shall be done in accordance with Section 201 of the "Standard Specifications for Road and Bridge Construction," the information on Tree Protection in the General Conditions included herein and the detail found on the plans. Method of Measurement: This work will be measured for payment in feet in place. Basis of Payment: This work will be paid for at the contract unit price per Foot for TREE PROTECTION FENCE. This price shall include all labor, material, and equipment to complete this item. SP -20 ITEM 15 - TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 ITEM 16 - TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Description: This item shall consist of the installation and maintenance of all traffic and pedestrian control devices which are used for the purpose of regulating, warning, or directing all traffic during the construction of this improvement. Construction Methods: It shall be the sole responsibility of the Contractor to insure that all traffic control and devices at the project site are in place at the end of each work day and in proper working order. All traffic control and protection shall be in accordance with the "Standard Specifications for Road and Bridge Construction" and the "Manual on Uniform Traffic Control Devices". Basis of Payment: This work will be paid for at the Contract unit price per Lump Sum for TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 and per Lump Sum for TRAFFIC CONTROL AND PROTECTION, STANDARD 701801. This price shall include all costs for furnishing, installing and maintaining the traffic control devices in accordance with the Specifications. TRAFFIC CONTROL PLAN Effective: September 30, 1985 Revised: January 1, 2007 Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. The Contractor shall contact the Village Engineer at least 72 hours in advance of beginning work. STANDARDS: 701501-04, 701801-05, 701901-07 DETAILS: NOT APPLICABLE SPECIAL PROVISIONS: TRAFFIC CONTROL AND PROTECTION, STANDARD 701501, TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 SP -21 COMPENSABLE DELAY COSTS (BDE) Effective: June 2, 2017 Revise Article 107.40(b) of the Standard Specifications to read "(b) Compensation. Compensation will not be allowed for delays, inconveniences, or damages sustained by the Contractor from conflicts with facilities not meeting the above definition; or if a conflict with a utility in an unanticipated location does not cause a shutdown of the work or a documentable reduction in the rate of progress exceeding the limits set herein. The provisions of Article 104.03 notwithstanding, compensation for delays caused by a utility in an unanticipated location will be paid according to the provisions of this Article governing minor and major delays or reduced rate of production which are defined as follows. (1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to exceed two weeks. (2) Major Delay. A major delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two weeks. (3) Reduced Rate of Production Delay. A reduced rate of production delay occurs when the rate of production on the work in conflict with the utility in an unanticipated location decreases by more than 25 percent and lasts longer than seven calendar days." Revise Article 107.40(c) of the Standard Specifications to read: "(c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be made as follows. (1) Minor Delay. Labor idled which cannot be used on other work will be paid for according to Article 109.04(b)(1) and (2) for the time between start of the delay and the minimum remaining hours in the work shift required by the prevailing practice in the area. Equipment idled which cannot be used on other work, and which is authorized to standby on the project site by the Engineer, will be paid for according to Article 109.04(b)(4). (2) Major Delay. Labor will be the same as for a minor delay. Equipment will be the same as for a minor delay, except Contractor -owned equipment will be limited to two weeks plus the cost of move -out to either the Contractor's yard or another job and the cost to re -mobilize, whichever is less. SP -22 Rental equipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department (including lease agreement) to show retaining equipment on the job is the most economical course to follow and in the public interest. (3) Reduced Rate of Production Delay. The Contractor will be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days. Determination of compensation will be in accordance with Article 104.02, except labor and material additives will not be permitted. Payment for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be determined according to Article 109.13." Revise Article 108.04(b) of the Standard Specifications to read: "(b) No working day will be charged under the following conditions. (1) When adverse weather prevents work on the controlling item. (2) When job conditions due to recent weather prevent work on the controlling item. (3) When conduct or lack of conduct by the Department or its consultants, representatives, officers, agents, or employees; delay by the Department in making the site available; or delay in furnishing any items required to be furnished to the Contractor by the Department prevents work on the controlling item. (4) When delays caused by utility or railroad adjustments prevent work on the controlling item. (5) When strikes, lock -outs, extraordinary delays in transportation, or inability to procure critical materials prevent work on the controlling item, as long as these delays are not due to any fault of the Contractor. (6) When any condition over which the Contractor has no control prevents work on the controlling item." Revise Article 109.09(f) of the Standard Specifications to read: "(f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustment in time required for the work will be made according to Section 108. Any adjustment in the costs to be paid will be made for direct labor, direct materials, direct equipment, direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the resolution. Adjustments in costs will not be made for interest charges, loss of anticipated profit, undocumented loss of efficiency, home office overhead and unabsorbed overhead SP -23 other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses and other consequential indirect costs regardless of method of calculation. The above Basis of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited." Add the following to Section 109 of the Standard Specifications. "109.13 Payment for Contract Delay. Compensation for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be allowed when such costs result from a delay meeting the criteria in the following table. Contract Type Cause of Delay Length of Delay Working Days Article 108.04(b)(3) or No working days have been charged for two Article 108.04(b)(4) consecutive weeks. Completion Article 108.08(b)(1) or The Contractor has been granted a minimum Date Article 108.08(b)(7) two week extension of contract time, according One Project Manager, up to $50,000,000 to Article 108.08. Payment for each of the various costs will be according to the following. (a) Escalated Material and/or Labor Costs. When the delay causes work, which would have otherwise been completed, to be done after material and/or labor costs have increased, such increases will be paid. Payment for escalated material costs will be limited to the increased costs substantiated by documentation furnished by the Contractor. Payment for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2), except the 35 percent and 10 percent additives will not be permitted. (b) Extended Project Overhead. For the duration of the delay, payment for extended project overhead will be paid as follows. (1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offsite overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table. Original Contract Supervisory and Administrative Amount Personnel Up to $5,000,000 One Project Superintendent One Project Manager, Over $ 5,000,000 - One Project Superintendent or up to $25,000,000 Engineer, and One Clerk Over $25,000,000 - One Project Manager, up to $50,000,000 One Project Superintendent, One En ineer, and SP -24 (2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost. (c) Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid. For working day contracts the payment will be made according to Article 109.04. For completion date contracts, an adjustment will be determined as follows. Extended Traffic Control occurs between April 1 and November 30: ETCP Adjustment ($) = TE x (%/100 x CUP / OCT) Extended Traffic Control occurs between December 1 and March 31: ETCP Adjustment ($) = TE x 1.5 (%/100 x CUP / OCT) Where:TE = Duration of approved time extension in calendar days. % = Percent maintenance for the traffic control, % (see table below). CUP = Contract unit price for the traffic control pay item in place during the delay. OCT = Original contract time in calendar days. Original Contract Amount One Clerk Up to $2,000,000 One Project Manager, Over $50,000,000 Two Project Superintendents, $10,000,000 to $20,000,000 One Engineer, and Over $20,000,000 One Clerk (2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost. (c) Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid. For working day contracts the payment will be made according to Article 109.04. For completion date contracts, an adjustment will be determined as follows. Extended Traffic Control occurs between April 1 and November 30: ETCP Adjustment ($) = TE x (%/100 x CUP / OCT) Extended Traffic Control occurs between December 1 and March 31: ETCP Adjustment ($) = TE x 1.5 (%/100 x CUP / OCT) Where:TE = Duration of approved time extension in calendar days. % = Percent maintenance for the traffic control, % (see table below). CUP = Contract unit price for the traffic control pay item in place during the delay. OCT = Original contract time in calendar days. Original Contract Amount Percent Maintenance Up to $2,000,000 65% $2,000,000 to $10,000,000 75% $10,000,000 to $20,000,000 85% Over $20,000,000 90% When an ETCP adjustment is paid under this provision, an adjusted unit price as provided for in Article 701.20(a) for increase or decrease in the value of work by more than ten percent will not be paid. Upon payment for a contract delay under this provision, the Contractor shall assign subrogation rights to the Department for the Department's efforts of recovery from any other party for monies paid by the Department as a result of any claim under this provision. The Contractor shall fully cooperate with the Department in its efforts to recover from another party any money paid to the Contractor for delay damages under this provision." 80384 SP -25 COMPLETION DATE (VIA CALENDAR DAYS) PLUS WORKING DAYS (BDE) Effective: April 1, 2008 The Contractor shall complete all work on or before the completion date of this contract which will be based upon 100 calendar days. After the completion date, an additional 15 working days will be allowed to complete punch.list items. The completion date will be determined by adding the specified number of calendar days to the date the Contractor begins work, or to the date ten days after execution of the contract, whichever is the earlier, unless a delayed start is granted by the Engineer. 80199 SP -26 CONSTRUCTION AIR QUALITY — DIESEL RETROFIT (BDE) Effective: June 1, 2010 Revised: November 1, 2014 The reduction of emissions of particulate matter (PM) for off-road equipment shall be accomplished by installing retrofit emission control devices. The term "equipment" refers to diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven calendar days over the course of the construction period on the jobsite (including rental equipment). Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown below. Equipment that is of a model year older than the year given for that equipment's respective horsepower range shall be retrofitted: Effective Dates Horsepower Range Model Year June 1, 2010 600-749 2002 750 and up 2006 June 1, 2011 21 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 June 1, 2012 21 50-99 2004 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the contract. 2/ Effective dates apply to Contractor and subcontractor diesel powered off-road equipment assigned to the contract. The retrofit emission control devices shall achieve a minimum PM emission reduction of 50 percent and shall be: a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit Technology List (htti3://www.ei3a.,ciov/cleandiesel/verification/verif-list.htm), or verified by the California Air Resources Board (CARB) (htti3://www.arb.ca.,ciov/diesel/verdev/vt/cvt.htm); or b) Retrofitted with a non -verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used on the project, and if the Contractor has obtained a performance certification from the retrofit SP -27 device manufacturer that the emission control device provides a minimum PM emission reduction of 50 percent. Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations are exempt from installing retrofit emission control devices if such devices adversely affect equipment operation. Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by the Department if documentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment. Construction shall not proceed until the Contractor submits a certified list of the diesel powered off-road equipment that will be used, and as necessary, retrofitted with emission control devices. The list(s) shall include (1) the equipment number, type, make, Contractor/rental company name; and (2) the emission control devices make, model, USEPA or CARB verification number, or performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made available to the Engineer for visual inspection of the device installation, prior to being used on the jobsite. The Contractor shall submit an updated list of retrofitted off-road construction equipment as retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel powered equipment shall be included on the updated list. If any diesel powered off-road equipment is found to be in non-compliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a claim. Diesel Retrofit Deficiency Deduction When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the time period for correction is exceeded and end with the Engineer's written acceptance of the correction. The daily monetary deduction will be $1,000.00 for each deficiency identified. The deficiency will be based on lack of diesel retrofit emissions control. If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. SP -28 Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties, or be grounds for any claim. 80261 SP -29 EQUIPMENT PARKING AND STORAGE (BDE) Effective: November 1, 2017 Replace the first paragraph of Article 701.11 of the Standard Specifications with the following. "701.11 Equipment Parking and Storage. During working hours, all vehicles and/or nonoperating equipment which are parked, two hours or less, shall be parked at least 8 ft (2.5 m) from the open traffic lane. For other periods of time during working and for all nonworking hours, all vehicles, materials, and equipment shall be parked or stored as follows. (a) When the project has adequate right-of-way, vehicles, materials, and equipment shall be located a minimum of 30 ft (9 m) from the pavement. (b) When adequate right-of-way does not exist, vehicles, materials, and equipment shall be located a minimum of 15 ft (4.5 m) from the edge of any pavement open to traffic. (c) Behind temporary concrete barrier, vehicles, materials, and equipment shall be located a minimum of 24 in. (600 mm) behind free standing barrier or a minimum of 6 in. (150 mm) behind barrier that is either pinned or restrained according to Article 704.04. The 24 in. or 6 in. measurement shall be from the base of the non -traffic side of the barrier. (d) Behind other man-made or natural barriers meeting the approval of the Engineer." 80388 SP -30 LIGHTS ON BARRICADES (BDE) Effective: January 1, 2018 Revise Article 701.16 of the Standard Specifications to read: "701.16 Lights. Lights shall be used on devices as required in the plans, the traffic control plan, and the following table. Circumstance Lights Required Daylight operations None First two warning signs on each approach to the work involving a nighttime lane "ROUGH Flashing mono -directional lights closure and GROOVED SURFACE" (W8-1107) signs Devices delineating isolated obstacles, excavations, or hazards at night Flashing bi-directional lights (Does not apply to patching) Devices delineating obstacles, excavations, or hazards exceeding Steady burn bi-directional lights 100 ft (30 m) in length at night (Does not apply to widening) Channelizing devices for nighttime lane None closures on two-lane roads Channelizing devices for nighttime lane None closures on multi -lane roads Channelizing devices for nighttime lane closures on multi -lane roads separating None opposing directions of traffic Channelizing devices for nighttime along Steady burn mono -directional lights lane shifts on multilane roads Channelizing devices for nighttime along Steady burn bi-directional lights lane shifts on two lane roads Devices in nighttime lane closure tapers Steady burn bi-directional lights on Standards 701316 and 701321 Devices in nighttime lane closure tapers Steady burn mono -directional lights Devices delineating a widening trench None Devices delineating patches at night on None roadways with an ADT less than 25,000 Devices delineating patches at night on None roadways with an ADT of 25,000 or more Batteries for the lights shall be replaced on a group basis at such times as may be specified by the Engineer." Delete the fourth sentence of the first paragraph of Article 701.17(c)(2) of the Standard Specifications. Revise the first paragraph of Article 603.07 of the Standard Specifications to read: SP -31 "603.07 Protection Under Traffic. After the casting has been adjusted and Class SI concrete has been placed, the work shall be protected by a barricade for at least 72 hours." 80392 SP -32 PAYMENTS TO SUBCONTRACTORS (BDE) Effective: November 2, 2017 Add the following to the end of the fourth paragraph of Article 109.11 of the Standard Specifications: "If reasonable cause is asserted, written notice shall be provided to the applicable subcontractor and/or material supplier and the Engineer within five days of the Contractor receiving payment. The written notice shall identify the contract number, the subcontract or material purchase agreement, a detailed reason for refusal, the value of payment being withheld, and the specific remedial actions required of the subcontractor and/or material supplier so that payment can be made." 80390 SP -33 PORTLAND CEMENT CONCRETE (BDE) Effective: November 1, 2017 Revise the Air Content % of Class PP Concrete in Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: "TABLE 1. CLASSES OF CONCRETE AND MIX DESIGN CRITERIA Class of Conc. Use Air Content % PP Pavement Patching Bridge Deck Patching 10 PP -1 4.0 - 8.0" PP -2 PP -3 PP -4 PP -5 Revise Note (4) at the end of Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: "(4) For all classes of concrete, the maximum slump may be increased to 7 in (175 mm) when a high range water -reducing admixture is used. For Class SC, the maximum slump may be increased to 8 in. (200 mm). For Class PS, the maximum slump may be increased to 8 1/2 in. (215 mm) if the high range water -reducing admixture is the polycarboxylate type." 80389 SP -34 PORTLAND CEMENT CONCRETE SIDEWALK (BDE) Effective: August 1, 2017 Revise the first paragraph of Article 424.12 of the Standard Specifications to read: "424.12 Method of Measurement. This work will be measured for payment in place and the area computed in square feet (square meters). Curb ramps, including side curbs and side flares, will be measured for payment as sidewalk. No deduction will be made for detectable warnings located within the ramp." 80385 SP -35 PROGRESS PAYMENTS (BDE) Effective: November 2, 2013 Revise Article 109.07(a) of the Standard Specifications to read: "(a) Progress Payments. At least once each month, the Engineer will make a written estimate of the quantity of work performed in accordance with the contract, and the value thereof at the contract unit prices. The amount of the estimate approved as due for payment will be vouchered by the Department and presented to the State Comptroller for payment. No amount less than $1000.00 will be approved for payment other than the final payment. 80328 Progress payments may be reduced by liens filed pursuant to Section 23(c) of the Mechanics' Lien Act, 770 ILCS 60/23(c). If a Contractor or subcontractor has defaulted on a loan issued under the Department's Disadvantaged Business Revolving Loan Program (20 ILCS 2705/2705-610), progress payments may be reduced pursuant to the terms of that loan agreement. In such cases, the amount of the estimate related to the work performed by the Contractor or subcontractor, in default of the loan agreement, will be offset, in whole or in part, and vouchered by the Department to the Working Capital Revolving Fund or designated escrow account. Payment for the work shall be considered as issued and received by the Contractor or subcontractor on the date of the offset voucher. Further, the amount of the offset voucher shall be a credit against the Department's obligation to pay the Contractor, the Contractor's obligation to pay the subcontractor, and the Contractor's or subcontractor's total loan indebtedness to the Department. The offset shall continue until such time as the entire loan indebtedness is satisfied. The Department will notify the Contractor and Fund Control Agent in a timely manner of such offset. The Contractor or subcontractor shall not be entitled to additional payment in consideration of the offset. The failure to perform any requirement, obligation, or term of the contract by the Contractor shall be reason for withholding any progress payments until the Department determines that compliance has been achieved." SP -36 SUBCONTRACTOR MOBILILATION PAYMENTS (BDE) Effective: November 2, 2017 Replace the second paragraph of Article 109.12 of the Standard Specifications with the following: "This mobilization payment shall be made at least 14 days prior to the subcontractor starting work. The amount paid shall be at the following percentage of the amount of the subcontract reported on form BC 260A submitted for the approval of the subcontractor's work. Value of Subcontract Reported on Form BC 260A Mobilization Percentage Less than $10,000 25% $10,000 to less than $20,000 20% $20,000 to less than $40,000 18% $40,000 to less than $60,000 16% $60,000 to less than $80,000 14% $80,000 to less than $100,000 12% $100,000 to less than $250,000 10% $250,000 to less than $500,000 9% $500,000 to $750,000 8% Over $750,000 7%" 80391 SP -37 WEEKLY DBE TRUCKING REPORTS (BDE) Effective: June 2, 2012 Revised: April 2, 2015 The Contractor shall submit a weekly report of Disadvantaged Business Enterprise (DBE) trucks hired by the Contractor or subcontractors (i.e. not owned by the Contractor or subcontractors) that are used for DBE goal credit. The report shall be submitted to the Engineer on Department form "SBE 723" within ten business days following the reporting period. The reporting period shall be Monday through Sunday for each week reportable trucking activities occur. Any costs associated with providing weekly DBE trucking reports shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed. 80302 SP -38 7/5/07 Electrical Loading Test Project`, WILLOW & CYPRESS LIGHTING, VILLAGE OF MOUNT PROSPECT County Contract Date COOK I WILLOW & CYPRESS. Controller Multimeter Make & Model No. Calibration Date CONTROLLER LOAD MEASUREMENTS (AMPERES) Service Cable Measurements Phase A Phase -B Phase C Neutral Contractor Owner Circuit Cable Measurements ---Branch Contractor Resident Engineer Signature Representatives Present Contractor Representative Owner Representative Signature Signature SP -39 7/5/07 Electrical Voltage Test Project WILLOW & CYPRESS LIGHTING, VILLAGE OF MOUNT PROSPECT County I Contract Date COOK WILLOW & CYPRESS Controller Multimeter Make & Model No. Calibration Date VOLTAGE MEASUREMENTS wnl TCl VOLTAGE MEASUREMENTS — LINE TO LINE I\/rll TCS Last Pole on Circuit Atoll I AtoC I BtoC I AtoN BtoN--T CtoN No Load at Service Disconnect Contractor F or 6 ( to ) ( to ) B or 2 ( to ) ( to ) Owner ( to ) ( to ) C or 3 ( to ) ( to ) u or Q Full load at Service Disconnect n � Contractor D or 4 ( to ) ( to ) I or 9 ( to ) ( to ) Owner ( to ) ( to ) J or 10 T to ) ( to ) No Load at Lighting Controller Contractor Owner Full Load at Lighting Controller Contractor Owner VOLTAGE MEASUREMENTS — LINE TO LINE I\/rll TCS Last Pole on Circuit Contractor (phasing) reading Owner (phasing) reading Last Pole on Circuit Contractor (phasing) reading Owner (phasing) reading A or 1 ( to ) ( to ) F or 6 ( to ) ( to ) B or 2 ( to ) ( to ) G or 7 ( to ) ( to ) C or 3 ( to ) ( to ) u or Q ( to ) ( to ) D or 4 ( to ) ( to ) I or 9 ( to ) ( to ) E or 5 ( to ) ( to ) J or 10 T to ) ( to ) Resident Engineer Signature Representatives Present . Contractor Representative Owner Representative Signature Signature SP -40 7/5/07 Electrical Cable Insulation Resistance Test Project WILLOW & CYPRESS LIGHTING, VILLAGE OF MOUNT PROSPECT County Contract Date of Inspection COOK WILLOW & CYPRESS Controller Megger Make & Model No. Calibration Date Resistance Measurements (Megohms) foo Zso Contractor Owner - Circuit Phase A Phase B Phase C Neutral Circuit Phase A Phase B Phase C Neutral Aor1 Aor1 B or 2 B or 2 Cor3 Cor3 D or 4 D or 4 Eor5 Eor5 For6 For6 G or 7 G or 7 HorB Hor8 I or 9 I or 9 Jor10 Jor10 Resident Engineer Signature Representatives Present Contractor Representative Signature Owner Representative Signature SP -41 Illinois Department of Transportation STATE OF ILLINOIS COUNTY Cook Local Public Agency Formal Contract PROPOSAL SUBMITTED BY Contractor's Name Street P.O. Box City State Zip Code Village of Mount Prospect (Name of City, Village, Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE Willow, Cypress & Frost Lights SECTION NO. 18 -00168 -00 -LT TYPES OF FUNDS MFT ® SPECIFICATIONS (required) ® PLANS (required) For Municipal Projects Submitted/Approved/Passed ❑ Mayor ® President of Board of Trustees ❑ Municipal Official Date For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/Approved County Engineer/Superintendent of Highways Date ® CONTRACT BOND (when required) Department of Transportation ❑ Concurrence in approval of award Regional Engineer Date Printed 3/1/2018 Page 1 of 2 BLR 12320 (Rev. 01/09/14) 1. THIS AGREEMENT, made and concluded the day of 2 3 between the of acting by and through its known as the party of the second part County Cook Local Public Agency Mount Prospect Section Number 18 -00168 -00 -LT Route Willow, Cypress & F Month and Year known as the party of the first part, and his/their executors, administrators, successors or assigns, Witnesseth: That for and in consideration of the payments and agreements mentioned in the Proposal hereto attached, to be made and performed by the party of the first part, and according to the terms expressed in the Bond referring to these presents, the party of the second part agrees with said party of the first part at his/their own proper cost and expense to do all the work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this agreement and the requirements of the Engineer under it. And it is also understood and agreed that the LPA Formal Contract Proposal, Special Provisions, Affidavit of Illinois Business Office, Apprenticeship or Training Program Certification, and Contract Bond hereto attached, and the Plans for Section . in approved by the Illinois Department of Transportation on , are essential documents of this Date contract and are a part hereof. 4. IN WITNESS WHEREOF, The said parties have executed these presents on the date above mentioned. Attest (Seal) Attest Secretary The Clerk By of Party of the First Part (If a Corporation) Corporate Name By President Party of the Second Part (If a Co -Partnership) Partners doing Business under the firm name of Party of the Second Part (If an individual) Party of the Second Part Printed 3/1/2018 Page 2 of 2 BLR 12320 (Rev. 01/09/14) Illinois Department of Transportation We, Contract Bond Route Willow, Cypress & Frost County Cook Local Agency Mount Prospect Section 18 -00168 -00 -LT a/an) ❑ Individual ❑ Co -partnership ❑ Corporation organized under the laws of the State of as PRINCIPAL, and as SURETY, are held and firmly bound unto the above Local Agency (hereafter referred to as "LA") in the penal sum of Dollars ( ), lawful money of the United States, well and truly to be paid unto said LA, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to 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 has entered into a written contract with the LA acting through its awarding authority for the construction of work on the above section, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to perform said work in accordance with the terms of said contract, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation to whom any money may be due from the Principal, subcontractor or otherwise for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company or corporation for the recovery of any such money. NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of constructing such work, and shall commence and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold the LA and its awarding authority harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. Page 1 of 2 1 L 494-0372 BLR 12321 (Rev. 7/05) Printed on 3/1/2018 2:19:52 PM IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of A. D. PRINCIPAL (Company Name) (Company Name) By: By: (Signature & Title) (Signature & Title) Attest: Attest: (Signature & Title) (Signature & Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signature of each contractor must be affixed. ) 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 or PRINCIPAL) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of A. D. My commission expires SURETY By: Notary Public (Name of Surety) (Signature of Attorney -in -Fact) (SEAL) STATE OF ILLINOIS. (SEAL) COUNTY OF , a Notary Public in and for said county, do hereby certify that (Insert names of individuals signing on behalf or SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of A. D. My commission expires Approved this Attest: day of Clerk Notary Public , A.D. (Awarding Authority) (Chairman/Mayor/President) (SEAL) Page 2 of 2 1 L 494-0372 BLR 12321 (Rev. 7/05) Printed on 3/1/2018 2:19:52 PM �:w ! ) LU e � Q k q� � . ! cnD � \\\ $ LL. v CL / \ f ) o u � . 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Ofli NN LONfIOtlN 011 8. 1 �O�pG \ K - 3 � 35 f1j dWtl Z j - _ 3A[aa A390a Ll 3mtlNiwm of oI. 5 o s �d W,. 00 = 7 to _ 000000000000 - - _ JN3ni 3lBdJ d33a ..a � Q - O O _ � ii�ow oZI a mE a z N a — — o/ — — 3 ----------- --------------- ----- ---- --- - --- — ----- J p CLf f p LL O w W Q z NW EC a N-0 11-13 w O �� Y oaa s .Imao I I Y a3a v ilnoau (IG �- xov�a v ilnoau - I I Nemo v iln�ai� I I I I I _ I Y I - I I I I '0 V J WAe � a W � o z w � n N� d Z o V C b'LlS'OZl90�S � a 3 N �_ ❑ su^i O o L z � y N Z CL to ja �W o roi/� M N V`a ash W O Ui W� ^ �Ae 17, it Bid Request For W"wallow Lane, Cypress, Drive & Frost Drive Street Light Project Mount Prospect Pulblic Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-22-29 BID OPENING April 30, 2018 — 1:00 R.M. Local Time Mount Pros,pect Village Hall, 3, d Floor 50 S. Emerson Street Mount Prospect, Illinois 60056 11 Presidad of Boar�yl A. Oi4:-05-2018 11 11 jt�" or unty and Road District Projects Submitted/Approved' K�nmmm I - We Submitted/Approved IBMM7.1 11K01110-1 Im. Rnional Engineer RANDAL G NEWKIRK 56847 NoW. All proposal docurnants, including "osal Guaranty Checks or Proposal Rld Bonds, should be, stapled together to prevent loss when bids are processed Printed on 3/112018 Page I of 6 13LR 12200 (Rev.01IM114) I I 71 , I RETURN WITH BID iwx* Doplatiumt Local Public Agency of Transpbrtamon Fonna,l Conitract Proposal PROPOSALSUSMITTED� BY 0, �—BfF—�� ate �Zl4p) Cod�s STATE OF ILLINOIS COUNTY OF Cook Villaue of Mountprospect (Name of City, Ml Tom or Road Mtdd) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. Willow, Cypress & Frost Street Lights SECTION NO. 18-00168-00-1-T ........... TYPE OF FUNDMFT SPECIFICA7t0(NS (required) PLANS (reqtAmd) Presidad of Boar�yl A. Oi4:-05-2018 11 11 jt�" or unty and Road District Projects Submitted/Approved' K�nmmm I - We Submitted/Approved IBMM7.1 11K01110-1 Im. Rnional Engineer RANDAL G NEWKIRK 56847 NoW. All proposal docurnants, including "osal Guaranty Checks or Proposal Rld Bonds, should be, stapled together to prevent loss when bids are processed Printed on 3/112018 Page I of 6 13LR 12200 (Rev.01IM114) I I 71 , I County Cook NOTICE TO BIDDERS, Local Public Agency Viilla2e of Mount Prospect Section Number 18 -0i0168 -00i -LT Route viviaow, cypre"- %Frost Street-bohis Sealed proposals for thie improvement described below will be received at the office of Village Mana2et 5iO South Emerson Street, Mount Prospect, IL 60,056 until 1:00 PM on A261 30, 2018 Address Time Date Sealed proposals will be opened and read publicly at the office of Villa2e Mana2eir 50 South Emerson Street, Mount Prospect, IL 600i56 at 1,00 PM on �plril 30, 2018 Ad res's ' 'r inie Date Niaime Willow Lane, Cypress Drive & Frost Lane Streett Lighting Length: 2435.OiO feet ( 0,4612 Location Willow from Robert to Church, Cypress from Vi to Cottonwood, Frost fromi CXpress to Circle Proposed Improvement Furnish and install street lights, concluits, cables and controloval of existing street lights. 11. Plans and proposal forms will be available in the office of Viflage Manai,2er 50 South Emerson Street, Mount Prospect, IL 60056 Address; 2. 7 Prequalification lf checked , the 2 low bidders must file within 24 hours after the lefting an "Affidavit of Availability" (Form: BC 57), in in duplicate, showing all uncompleted contracts awarded to, them and all low bids pending award for Federal, State, Counit,y, Municipal, anid private work. One original shall be filled with the Awarding Authority and one original with the [DOT District Ofiice I I 1111 11 litill 21111111 fil�- Mg -D gilig I'm [ZIM&WAR anigiLgi a. BLK 12200,: Laical Public Agency Formal Contract M`roposM bBLR 12200ia Schiediulle of Prices cBLR 112230: Proposal Bid Bond (if applicable) iBLR 123!25: Apprenticeship or Training Program Certification (do not use forfederally funded project) BLR davit of Illinois Business Office 5i The quantities appearing in the bid schedulle are approximate and are prepared for the comparisonof bids. Payment to the Contractor will be made only for the actual quantities of work perforined and accepted air materials fulrnlished I I according to the contract. The scheduted quantities of wo♦ w be furnished! may be increased, decreased or ornitted as hereinafter Provided, 6. Submission of a bid shalil be: conch.isive assurance and warranty the bidder has examined the pde!rstandis all reqluirements for the performance of work. The bidder will be responsible fair all errors in the proposal resulting from failure or neglect to conduct ani in depth examination, The Awarding Authority wik, in no case be! responisible fair any costs, expenses, losses or changes in anticipated profits reg from such failure or neglect of the bidder. 7. The bidder shall take no advantage of any error or omissmn in the proposal arlid advertised contract, I , If a special envelope is supplied by the Award!,,, Authority, each proposal should be submitted in that enve'tope 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 Awrwardin,gi 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 filled 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 writinq or in person before the lime for opening proposals. Printed 41312018 Page 2 of 6 BL 12200 (01108114) RETURN WITH BID County Cook PROPOSAL Local pubic Agency M140e of Mount Prospect Section Number 18 -00168 -00 -LT Route —W+ Ilow, Cypress_rr�3t i,reeC Li his. 1, Proposal of tjtiiity 1')ynavvics cor1wrat mare 23 Commerce Drive, Oqwcgo, 1,11, 6(541 for the improvement of the above section by the construction: of Furnish and install street lights, conduits, cables and controller; removal of existing street li hts, a total distance of 2,435 feet, of which a distance of 2435 feet, ( 0,46 miles) are to be improved, 2, The plans for the proposed work are those prepared by HIR Inc and approved by the Department of Transportation on, 1 The specifications referred to herein are those prepared by the Department of Transportation 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 Recurrin, Special Provisions" contained in this, proposal, 5. Theundersigned agrees to complete the work within 100 calendar days plus 15 working days for punch list items unless additional time is granted in accordance with the specifications. 11111 plip!I, !1111111111p;I III III VMS= onditions for contract PrMMM salsi, will be required, Bid Bonds will be aflowed as proposal guaranit�y, Accompanying this proposal is either a bid bond if aflowed, an Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payaible to: Village Treasurer of Mount Pror --- f The amount of the check is 15"W" of total bid pillice 7, In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal' to the surn of flie proposal guaranties, which would be required for each individual proposal, If the proposal guaranity check is placed in another proposal, it will be found in the proposal foc Section Number EN this proposal is accepted and the undersigned faits 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. & 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 ji product of the unit price multiplied bythe quantity, the unit price shall govern, If a uniit price is omitted, the total price *11 be divided by the quantity in orderto establish a, unit price. 1!0 A bid will be declared unacceptable if neither a unit price nor a total price is shown, 11. The undersigned submits herewith the schedLAe of prices on BLR 12200a covering the work to be performed under this contract. E I I I 12, The undersigned further agrees that if awarded the contract for the sections contained in the combinations oni, BLR 122,00a, the work shall be in accordance with the requirements, of each 'individual proposal for the multiple bid specified in the Schedule for Multipte Bids below, IPhrted, 4M201 8 Page 3 Ot 6 BL R 12200 10 1108114) RETU�RN WITH BIO County Cook Local Public Agency Village of Mount Friss p�tct_ Section 16 -001168 -00 -LT Route wwow, Cypress & Frost StLeet 0911's Schedule for Multiple Bids, Sections Included un Combinations Total Scheduile for Single Bid Bidder's Proposal for mlak�niq Entire Im Item No. 1 Items SIDEWALK REMOVAL Unit SF Quantity 276 $ Unit Price 9-00 Total 2 4 84 . 00 2 PCC SIDEWALK, 5 SF 276 S 15 - 00 S 4,140.00 3 IDETECTABLE WARNINGS ISF 40, $ 44 00 S 1" 76() � 00 4 ELECTRIC SERACE INSTALLATION EACH 1 5 UNDERGROUND CONDUIT, GALV STL, 3" DIA FOO 95 '1 00 2. d'.. Q U0 6 7 8 UNDERGROUND CONDUIT, GALV STL, 5"" DIA FOOT UGRD COND, C01 NO,NMEI CON, 1-1/2" DIIA, FOOT EMC, 600V (XLP"-YPE USE) VC NO8 FOOT 40 2525 8533 'S s S 70 W) ot) oi,o S S 21,800.00 35 , 350 ,)O 3,413. 20 9 EM, 600V (XLPI-TYNE USE) VC NO, 6 FOOT 176 r 1, 20 $ 21; 1 120 10 11 12 13 14 115 16 17 ECIC, 600V (XLP-YPE USE)VC NO, 2 AFOOT LIGHT CONT, BASE MTD, 240 VOL T.10O Aw EACH LT STD, AL, 25' KH, 10'CLP MA, BOW LEo, EACH BREAKAWALY DEVICE WITH ALUMSKIRT EACH LT POLE FDN, METAL 11" BOLT CIR, 8" X 6- EACH TR�EE PROTECTION FENCE FOOT TRAFFIC CONTROL & PR01', STD 701501 L SUM TRAFFIC CONTROLS PRO T STD 7018101 L SUM 352 1 14 14 14 640 1 1 S 2, 0 $8,9� 7().()() 4 80 . 00 L jqa00 7 L) Q . Q _0 it 2.80 s'z' P,)00 . d)o o(o.w) S $ $ $ $ 8414 80 8,970 00 34,"720.00 5,572.00 9,801r).00 1 .792 .00 4 , &.00.00 Bidders Pro oral for Making Entire I merovements S L 2 i Z20 7, 2 0 pfinted 41312018 Plage 4 of 6 BLP 12200a (01/08114) ICONTRACTOR CERTIFICATIONS H E C� County Cook Section Number 18 -00168 -00 -LT Route WRIOW, CYET!LLE29i!T� The certifications herinafter made by the bidder are each a materiai representation of fact upon which reliance is placed should the Department enter into the contract with the Wdder. 1 , Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax admin�stered by the Department of Revenue unless the individuail or other entity is contesting, in accordance with the procedures established by the appropriate revenue Act, its 1�alilly for the tax or the amount of tax, Male a false statement voids the contract and allows the Department to recover all amounts paid to the idividual or entity under the co, on. 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 5i33E-3 or 720 ILCS /33E4. A viota,tion of Section 33E-3 woWd be represented by a conviction of the crime of bid -rigging which, in addition to Class 3 felony sentenang, provides, that any person convicted of this offense or 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 ertiployed by the corporation and, (1) it has beef -11 fillally adjudicated of guilty of (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 air contractor or subcontractor, respiectivety, certifies that it has not been convicted, of bribery or attempting to b6be an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of giuHt of such conduct which is a matter of record', nor has an official, agent, or employee of the firm committed i bribery or attempted bribery on behalf of the firm and purs,uant to the direction or authorization of a responsible offica,t of the firm. 4. Interim Suspiension or Suspension. The bidder, or contractor or subcontractor, respectivOy, certifies that it is not cuirren under a suspension as defined in Subpiairt I of Title 55 Subtitle A Chapter III Part 6 of the 11finois Administrative Code, Furthermore, if suspended prior to complefion of thiis work, the cont�ract or contracts executed for the completion of this wo may be cancelled, �1 IPOnted 3M12018 Page 5 0 6 UR 12200 (c+11 W14) RETURN WITH BID County Cook Local Pufic Agency villa2e of Mount Prospect SIGNATURES Section Number 18.0,016I&MUT RoIute Wdlow, CyEress & Frost Street UgWs (If an individual) Signature, of Bidder Business, Address (if a partnership) Firmi Name Signed By Business Address Insert Names and Addressed of All Partners U (if a corporation) 'poe rrr. ur Corporate Name Y r Signed B resdent Business Address qwrc, D Ive 1ul"f',,'0541 ,,residen fl, Spencer Insert Names of Officers Secretary Phi I [p A. Wha I on TreaSUrer Jh-mv Attest: MO,Ilp A. W,ralerj secretary Phnted 3,/112018 Page 6 of 6 BL R 12200 (OV0812014) > Minds DepartmentLocalAgency of Transportation Proposal Bid Bond Route Willow, Cypress, Frost St Lights county Cook, RETURN WITH §�ID Local Agency Village of Mount Prospect Section 18-00168-00-!-T PAPER ID BOND WE as PRINCIPAL, and as SURETY, are held jointly, severalty and firmly bound unto the above Local Agency (hereafter referred to as 'LA") in the penal surra of 5l% of the total bid price, or for the amount specified in rhe proposal documents in effect on the date of invitation for bids whichever is the lesser sum,, We hirid ourselves, our heirs, executors, administrators, successors, and assigns, Jointly pay to Etre LA this, sum under the conditions of this, instrument, WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said FRINCIPAL is submitting a wriften, 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 tonal contract, furnish surely guaranteeing the faithfut performance of the work, ard furnish evidence of the required:, insurance overage, all as provided in the "Slandard Specifications, for Road and Bridge Constriction and applicable Supplemental Specifications, then this obligation shall become void; othlerv�se it shall) remain in full force and effect. IN THE EVENT the LA determines the PRiNCIPAL has failed to enter unto a formal contract m compliance with any requirements set fol in the preceding paragraph, ther, The LA acting through its awarding authority shall immediately be entitled to recover the (till penal surn set out above, Icigl with all court costs, all attorney fees, and any other expense of recovery, IN TESTIMONYWHEREOF, the said PRINCIPAL aod thu said SURETY have caused this instrument to be signed by lheir respective officers this day of Principal (Company (Name) (Company Name) BY' (Signarl and Tidal By(signature and Tile) (if PRINCIPLE is a joint venture of two or more contractors, the cornpany names, and authorized signatures of each contractor must be affixed.) Surety (Name or Sul By, (Signakure, of Aniorney-iin-Facri, STATE OF ILLINOIS, COUNTY OF L , a Notary Public in, and for said county, do hereby certify that insert names of indIMM4s signing on behaff or PRINCIPAL & SURETY) who are each personally known to rne to be the saline persons whose names are subscribed to the foregoing, instrument on, behalf of PRINCIPAL and SURETY, appeared before me this day in person and a(*ncyMedged respectively, that fltiey 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 (Nalary Publicl ELECTRONIC 810 BOND D 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 electronrc, bid bond has beer executed and the Principal and Surety are firmly b,ouinid unto the LA under the conditions of the bld blond as shown above, (if PRINCIPAL is a joint ventLire 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.) EtecArol Bid Bond 0D Code (Cornpany)Bidder Narne) Page 1 of 1 Printed on 311/2018 11 . 54'53 PM I (Signature nand T1.1e) 0ale BLR 12230 (Rev, '7M5 Part 1. Work Under Contract List below sill work, you have under contract as either ai prime contractor or a subcointractor. It is required to include all pending low bits riot yet awarded or rejected In a joint venture, dist 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 NOME, l 2 3 4 Awards Pendia Contract Number 30438 17-03pc-04 30840 Contract With Copenhaver 'tillage of Vold Copenhaver Burke, LLC Estimated Completion Kastle 181011118 60 days 0,6101/18 � 12'7211118 92608010 8786800 9890, , , , 00 194 83900 Total Contract Price 6 , . , , , ce emulated Ac�Totals Uncompleted DollarVMue if Firm is 87,059,00 1,684,741,010 1"771,8tt01,010 the Prime Contractor Uncompleted Dollar Value if Firm its 304,189.001 29 8901.00 $334,049.00 the Subcontractor Total Value of All Work $2,106,849,00 Part IP, Awards Pending arra Uncompleted Work to be done with your own forces. _ INnois Department Affidavit of Availability of Train ation For the Letting of Bureau of Construction 3300 South Owrkse n Parkway/Rooms 322 structlons. Compiete this fora by e4her typing or using black ink, "Authorization to Bio' Gil not be issued Springfield, 1119inois 62764 iies i9ottN sides at this form are P„,rf11p1etedl irH raerad. lU9e additional forms as needed to l9ut ail worba. Part 1. Work Under Contract List below sill work, you have under contract as either ai prime contractor or a subcointractor. It is required to include all pending low bits riot yet awarded or rejected In a joint venture, dist 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 NOME, l 2 3 4 Awards Pendia Contract Number 30438 17-03pc-04 30840 Contract With Copenhaver 'tillage of Vold Copenhaver Burke, LLC Estimated Completion Kastle 181011118 60 days 0,6101/18 � 12'7211118 92608010 8786800 9890, , , , 00 194 83900 Total Contract Price 6 , . , , , ce emulated Ac�Totals Uncompleted DollarVMue if Firm is 87,059,00 1,684,741,010 1"771,8tt01,010 the Prime Contractor Uncompleted Dollar Value if Firm its 304,189.001 29 8901.00 $334,049.00 the Subcontractor Total Value of All Work $2,106,849,00 Part IP, Awards Pending arra Uncompleted Work to be done with your own forces. _ Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the'110nois Procurement Code ° Failure to comply will result in non -issuance of an '"Authorization To Bid"" This forma has been approved by the State Forms Management Center, rimted 412612018 Page 1 of 2 0'C 57 (Rev. 08117110) List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated subcontracted to others will be listed on the reverse of this form In a joint venture, fist only that portion of the work to b done by your Totals company if no work is contracted, show," ONE, P� arthwork Portland Cement Concrete (Paving HMA Plant Mi HIMA Paving Clean Seal rackslJo'ints ......... Aggregate Base Surfaces Highway, R,R. and Waterway Structures Drainage Electrical 304,189,011 87,089,00 29,890.00 1,6u84,7411.00 $2,1015,849,00 Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Sigining Cold Milling, Planning Rotomilling Demolition 1 Pavement (Markings (Paint) Other Construction (List) ' 0.00 Totals $ � 'i x,30,169.00 I 87,0 1r9.00 X29,890.00 8t,884,7�1.00� 82106,849.00 Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the'110nois Procurement Code ° Failure to comply will result in non -issuance of an '"Authorization To Bid"" This forma has been approved by the State Forms Management Center, rimted 412612018 Page 1 of 2 0'C 57 (Rev. 08117110) List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated subcontracted to others will be listed on the reverse of this form In a joint venture, fist only that portion of the work to b done by your Totals company if no work is contracted, show," ONE, P� arthwork Portland Cement Concrete (Paving HMA Plant Mi HIMA Paving Clean Seal rackslJo'ints ......... Aggregate Base Surfaces Highway, R,R. and Waterway Structures Drainage Electrical 304,189,011 87,089,00 29,890.00 1,6u84,7411.00 $2,1015,849,00 Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Sigining Cold Milling, Planning Rotomilling Demolition 1 Pavement (Markings (Paint) Other Construction (List) ' 0.00 Totals $ 1 I Part 111, Work Subcontracted to Others. For each, contract described tln Part t„ dist add the work you have subcontracted to others. 1, being duly sworn, der hereby declare that this affudavut is a true and correct statement relatin to ALL uncompleted contracts of the undlersined for Federal, State, County„ pity and private work, including ALL subcontract work, A L pending towbids not yet awarded or - rejected? and ALL estimated completion dates. Subscribed and sworn to before me t s SOth day of April 201 8 _ Rotary Pubddc Iponnrrtission expires t '414 4' iii i ai I srw riur„�� ,",llw�� 1drited 4126120,1Paige 2 of 2 8c 57 (Rev, 08117/10 4 Awards Pending Subcontractor Traffic Services Traffic control T'y'pe of Work Subcontract Price MOD 010 Amount 2,20'01.00 Uncompleted Subcontractor Type of Work Subcontract Price Amount UncomWetedl Subcontractor' Type of Work Subcontract Price LEI Amount UincornOeted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work ........� Subcontract Price Amount Uncompleted Tolali Uncompleted $2,200.00 1, being duly sworn, der hereby declare that this affudavut is a true and correct statement relatin to ALL uncompleted contracts of the undlersined for Federal, State, County„ pity and private work, including ALL subcontract work, A L pending towbids not yet awarded or - rejected? and ALL estimated completion dates. Subscribed and sworn to before me t s SOth day of April 201 8 _ Rotary Pubddc Iponnrrtission expires t '414 4' iii i ai I srw riur„�� ,",llw�� 1drited 4126120,1Paige 2 of 2 8c 57 (Rev, 08117/10 _MW... _- , Minds Department of Transpbdation Bureau of Construcbon 2x00 South 0A,.n PaNwaylRovrn 32'2 Springfield, flilloois 62764 IPart L Work Under Contract zXzMML= uM structlons. Complete this form by either typing or using black ink,, "Autho6zation to Bid" will not be issued iiess bolts sides of Pus tarn are completed in detail Use additional forms as needed to hist all work, 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 Ioint vetre, list only that portion of the work whiich is the respon!mbility of'y�our company, The uncompleted dollar valus to be based: upon the most recent engineer'nsuor owners, estimate, and must include work subcontracted to others, If no work is contracted, show NONE. 3 4 Awards Pend�nge i F----------- 1 2 YI,I Contract Number rContract With EsIlmaled Completion Date Total Contract Price Uncompleted Dollar Value if Firm is the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor 9777 070,547 Copenha,ver Curran Arl�ington, Hts, Burke, LLC Aug, 2018 0&02/18 06115418 12101/18 140,410,00 2,690 788 00 34,225,0,01 5�06,240,00 34,225.00 506,240,00 140,410,00 2',312,789,00 Total Value of All Work Part It. 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 loint venture, list only that portion of the work to be done by your company. If no work is contracted, show NONE, Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean & Seal Cracks/Joiinls Aggregate Bases & Surfaces Highway, R R, and' Waterway Structures Drainage Elei 140,410,00 2, 12189,00 34,225,00 506,2401,tlO .......... Cover and Sea] Coats Concrete Construction Landscaping Fencing . . . . ........ Guardrail Painting Signing Cold Milling, Planning & Rotomilling Demolition I Pavement Markings (Paint), Other Construction (List), Accumuiated Totals S54 ,465,00 Accumulated Totals $ 01,00i Totals $140.410,tn el) 1111 7 $34,225 till 51116,240 00 Disclosure of this information is REQUIRED to accomplish the statutory p,urpo�se as ouflinied in the "Minois Procurement Code-" Failure to complywill resuilt in non -issuance of an "Authorization To Bid ""Th,is form has been approved by the State Forms Management Center. rimed 4126/2018 Paige 1 of 2 BC 57 (Rev, 08,/ 17110) Part Ill. Work Subcontracted to Others. For each contract described in Part t, list all the work you have subcontracted to others, l, being duly, sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL. uncornpleted 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 301h day of April 2018 Type or Print Name Jos h S. Spencer, President Officer or Director Title & gned Notary Public' .V rnmission expires Company Utility Dynamics Corporation 'M , Is (116"'ic NI, M'td'o Address, 23 Commerce Drive ld� q) Oswego, lL 60543 Irinted 412612018 Pagie 2 of 2 BC 57 (Rev. 08/17/10) 2 3 Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Am:ouint UncomplIeted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price, Amouint Jnc, ornpleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted l, being duly, sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL. uncornpleted 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 301h day of April 2018 Type or Print Name Jos h S. Spencer, President Officer or Director Title & gned Notary Public' .V rnmission expires Company Utility Dynamics Corporation 'M , Is (116"'ic NI, M'td'o Address, 23 Commerce Drive ld� q) Oswego, lL 60543 Irinted 412612018 Pagie 2 of 2 BC 57 (Rev. 08/17/10) Minds De• of Transpo on eureau of Construction 2300 South Orksen Parkwaiy/Roiom 32�2 Springfield, Illinois 6,2764i � I Part L Work Under, Contract Affidavit of Availability For the Letting of _ s,tructions: Cornplete this form by either typing Orr U:s,ng Iblack ink. "Authorization to Brd" w41 not be Issued il,ess, both sides of this form are compWted in dietail Use additional, forms as needed to list all work, List below all work you have under contract as either a prime contractor or a sulorontractorr, It is required to include a,lI pending low bids not yet awarded or rejected. In, a, l,oint 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 mece most rnt engineerw s or owners estimw ate, and must include ork subcontracted to others. If no work is contracted, show NONE�. 1 3 4 7 Awards Pendi 2 Rg-- � Total Value of AH Work 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 conVacted, show NONE, Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean & Seal Cracks/Joinis A,ggiregiate Bases & Surfaces Highway, R,R, and Waterway Structures Drainage Electrical Cover and Seal! Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milliing, Planning & Rotomilling Demolition Pavement Markings (Paint) Other Construction (Ii Accumulated Totals $308,450,00 $308,450 00 Accumulated Totals $308,450,00 Virzar[ORMANAIVY Ira non -issuance of an "Authorization To Bld," This form has been apiprovied by the tate Forms management Center. riinted 412612018 Page I of 2 BC 57 (Rev. 08/17/10) Contract Number Contract With Mt Prospect Estimated Completion Date Total Contract Price 100 days 3048,45g,00 Uncompleted Dollar Value if Firm is 308,450,00 the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor Total Value of AH Work 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 conVacted, show NONE, Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean & Seal Cracks/Joinis A,ggiregiate Bases & Surfaces Highway, R,R, and Waterway Structures Drainage Electrical Cover and Seal! Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milliing, Planning & Rotomilling Demolition Pavement Markings (Paint) Other Construction (Ii Accumulated Totals $308,450,00 $308,450 00 Accumulated Totals $308,450,00 Virzar[ORMANAIVY Ira non -issuance of an "Authorization To Bld," This form has been apiprovied by the tate Forms management Center. riinted 412612018 Page I of 2 BC 57 (Rev. 08/17/10) it Part III, Work Subcontracted to Others. For each contract described rn Part 1, list ai'll 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 Type of Worx Subcontract Price Uncompleted Subcontractor Type of Work Subcontract Price Arnount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted i1q, I I I L, Sao M L' go I 1AJM V ky, rejected and ALL estimated completion dlates, ubscribed and sworn to before me th' , 30th day of _April 2�01 8 S?\ , I / / I .A A Notary Public M1v commission exvires 9921020 Oswego, lL 60543 hinted 4/2612018 Page 2 of 2 BC 57 (Rev. 018117/10) I Winds Departmeit of Transportation i'411145141011M Route Fji;i–u —rn—% County ... . ....... Local Agency 1... . . ........ Section A-n,f)-i T .............. �Iiiii�iiiii!llllll�ll�w.l�iiii!ll�iiiiiii�ll!illilil!!IEEE= liffinois Department of Transportation policy, adopted in accordance wiith the provis,ions of the 11finois 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 ad'do aer responsibility factors, thiis contract or deliiver and i ristall' proposal requires Wl bidders and all bidders� subcontractors to disclose participation ini, apprenticeship or training programs that are (1) approved by and registered with the United States Department of Labor's Bureau of Apprenticeshipp and Training, and (2) applicable to the work of the above indicated! proposals or groups. Therefore, all bidders are required to complete the following on: - r I'll w•.W01 5 1wr 1w . MOW.MFIFFM individual! or as part of a group, programin an approved apprenticeship oir training program appficable to each type oP work or craft that the bidder will perform with its own ernployees, IL 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 al�l of the types of work or crafts in whiic�h 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 woo ind�cate any type of work, or craft jobi category for which there is no applicable apprenticeship or training program available. ORMIRMPOW Local #9 M[ddk,Stat(,,s E'IP�ct'-Lcal Gant ractctrs .sums. . . . ....... Page I of 2 BLRI 2325 (Rev, 4107) I 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 propo�sal 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, 0 LI ............. Bidder: —Ut 11 fty Dynarnics GorE,,,�ration By� Address" 23 (uomnvr,ree L)rivv, Os we U, 6054" Titlqd' IMMIMNUfm Page 2 of 2 nature) BIR 12325 (Rev. 4/07) I 71 Urinois Department of Transportation County Cook - - - ------ Local Pubfic Agency _Mount REOPINt . ............. . . . Section Nlumb�er 1: -00168 - dry -�T ..... . ............... Route W'il�low, Qyprg§js, Froat3-t[ggj—L�igh�t-s- State of 11, 11 no i S )ss' County of Keuda J0sc,-!ph B. SppnceT of Glen Ellyn I � i ned S (Marne of Afflant) (01ty of Affiant� (Stake of Affiant being first duly sworn upon oath, states as follows - 1 . That I arra theof I i t Y, U�y nani i C S Co rpo r a on officer or poslition biidder 2. That I have personal knowledge of the facts herein stated. I That, if selected under this proposal, ... U t [ I i ty nig ,:s Corpo ir a t km will maintain a (Ndder) business office in the State of Illinois which will be located in Xe nda I County, Illinoil 4. That this business office will serve as the primary place of employment for any persons employed in the construction, contemplated by this proposal, 0/ 5. That this Affidavit iis given as a reqWremeint of state law as provided in Sq�ion "7,148) of the Hlinois Procurem:44 Code. (SE Printed '311/2018 FEINER! 1; 1 l�11111 sj-')*Lc.er' Prv�"J-dent 7 7," APrint Name of Affianfl 2D18 - .�ww I I NOTICE TO BIDDERS Bid for Willow Lane, Cypress Drive and Forest Drive Street Light Project Sealed bids will be received until 1-00 p.m, on April 30, 2018 in the office of the Village Manager, 3,rd Floor, 50 S. Emerson Street, Moiunt Prospect, Illinois 60056i, In a separate, sealed envelope, please submit bid clearly marked'. III M M w w "0111F . The project consists of installing new street lights, conduits, cables, and a controller on Willow Lane from Robert Drive to Church Road', on Cypress Drive from Willow Lane to Cottonwood Lane, and on Frost Drive from Circle Drive to Cypress Drive in the Village of Moiunt Prospect, Illinois. Plans and specifications may be obtained from the Village's weibsite www.mountprospect.org/bids. All 1; work under thi's B'ld and the resulting contract shall comply with the 111inois Prevailing Wage Act, 820 ILCS 1130/0.01 et seq. and the othier applicable laws and ordil-f.a,Tces. Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees, The Village reserves, the right in its sole discretion, to rejiect any and all bids or parts thereof, to waive any irregularities technicalities and informalifiesi in bid procedures and to award the contract in a manner best serving the interests of the Village, I I 0 I Interpretation Of Bid Documents, Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents shall submit a written request for int�erpretaition to Village Engineer Jeffrey Wu!lbecker, P.E., no later than five (5i) calendar days prior to the date set for the opening of the bid. Any questions received after that time may be answered at the discretion of the Village. In the event that the Village finds a question to be adequately addressed in the existing bidding documents, the question may be answered in writing by directing the requesting bidder to the applicable provision(s) in; the existing biid documents, No further clarificatioins or interpretations will be issued. Bidders will acknowledge receipt of any addenduni issued by so noting on the bid sheeit�,i Orail explanations are not biinding. Questions about this Request for Bids should be directed to, Randal Newkirk Hampton, Len iii and Renwick, Inc. 380 Shepard Drive Elgin, IL 60123 Phonei847-697-6700 Email: rnewkirk@hlreng.com I 0 J In these specifications, and the accompa,nying documents, the several terms hereinafter .0efined shall be understood to mealn as folliows: The term "Award" shal�l mean the decision of the Village of Mount Prospect to accept the bid of the lowest responsible bidder for the work, subject to the exec:ut�ion and approval of a satisfactory contract therefore, and bond to secure the performance thereof, and to such other condons as may be speed or otherwise required by law. The term, "Bid" shaill mean a formal written offer of a biidder to perform! the proposed work in accordance with these specifications. The t�erm "Bidder'shall mean any individual, firm, or corporation, submitting a bid for the work conternplated. The phrase "Bid Documents" shaill mean the Notice to Bidders, Table of Contents, Instructions to Bidders,, General Conditions and Special Provisions, Specifications, Bid Form, Affidavit — Bid Certification Form:, Bid Security, Bid Sheet, Other Materials or standards provided or noted by the Village, Contract, Performance Bond form, and Labor and Materials Payment Bond form. The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect, Illinois. The term, "Contract," shall mean the written agreement between the Village and the contractor, or between the owner and the contractor. YI 1M loll Mi I IN. lot V-3 111* 0 Fat if. 11 tail Ril alli Mal 0 lzarg Z.- M The term "Contractor,," assuccessful bidder, shall mean the individual, firm or corporation who shall have entered into an agreement or contract to furnish all its bid and the Biid Documents. The phrase "Direct�or of Public Works" shall: mean the Director of Public Works representing the Village of Mount Prospect. The phrase "Final Performance Date" shall mean the date that Substantial Performance and the punchlist items must be completed!. The term "Insp'ector" shall mean the authorized representative of the Director of Public 'Works assigned to make detailed inspection of any or all portions of the work Or" materials therefore. IThe phrase "Notice of Award" shall mean the written notice of award of the contract Am given by the Village to the successful bidder, The phrase"Notice to Bidders" shall mean the official notice included in the bid inviting bids for the proposed improvements. The phrase "Notice to Proceed"' shal�l mean the official notice to the contractor that will start the performance period, The phrase "Performance Period" shall mean the time allotted for contraictor to perform the contract from start to Substantial Performance. The phrases "Performance Bond" and "Labor and Material ■Payment Bond�"' and "Lett of CrediC shalIl mean the approved form of security furnished by the contractor and it financial institution as a guarantee that it will! execute the work and pay all material providers and subcontractors, I The phrase "Project Schedule" s,hialil mean the critical path schedule submitted by Contractor to the Village, which includes targeted d�ates of completion through the Substantial Completion Date. I Filean aIS r#—,#7e—UUMP7=7F1F'�1e M -01n=' Performance. The phrase "Special' Provisions"shall mean any special directions and requirements prepared to cover the method or manneir of performing work on a particular project, or cover the quantities or quality of the materials to be furnished under the contract which are not covered in the STANDARD SPEC IFICATI ONS, The special provisions includ in the contract shall govern the work and take pirecedence over the general provisions and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but they shall not operate to annul those portions of the general provisions with which the are not in conflict, The term "Specifications" shall mean the general and special provisions, instructions and requirements contained herein, together with written agreements and all other executed documents which describe the method of performing the work, the quantities, or the quial�ity of materiall to be furnished under the contract, Additionally, the term specifications will refer to standard practices as outlined in the Illinois Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (R&BC)i, latest revision and the"STAN' DARD SPECIFICATIONS FOR WATER AND SEWER MAI�N CONSTRUCTION IN ILLINOIS" prepared by the IISPE, CECI, et al, latest rev,ision. 7 The! term "'Subcontractor" shall mean any individual, firm or corporation other than the contractor supplying labor, equipment,, tools and materials for use in the work of the contract. The phrase "'Substantial Performance" shall meaoject can be used for the purposes for which it was initen,died, i.e., only punchlist items remain. The phrase "Substantial Performance Date" shial�l mean the date that substantial performance I must be completed. The term "'Villag�e" shall mean the Village of Mount Prospect, Illinois, The terms, "Villagie Manager"' or "'Manager"' shall mean the Village Manager of the Village of Mount Prospect, Illinois or his d'iuly appointed representative. The terms "'Work" and oject" are used interchangeably and shall r-nean the improvement advertised for letting, described in the bid form, indlica,ted on lhe plans, and covered in the specifications and contract, and authorized alterations, extensions and deductions, including labor, tools, equipment, materials and incidentals necessary for the satisfactory completion of the project. r--1 M M � i vp�iiqp ��q 1� Recurring Special Provisions SP -1 Check Sheet for Recurring Special Provisions SP -2 to SP -3 BIDE Special Provisions Check Sheet SP -4 to SP -5 Special Provisions SP -6 to SP -7 CCDI D information SP -8 Contract Pay Items, SP- 9 to SP -21 BIDE Special Provisions SP -22 to SP -38 Electrical Inspection Forms SP -39 to SP41 Local Public Agency Formal Contract 2 Pages Contract Bond 2 Pages 1 INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently use*' RECURRlNG SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPEClAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised I I S Std, Spec- See- page No, 106 Control of Materials 1 403 Bituminous Surface Treatment (Class A-1, A-2„ A-3) 2 404 Micro -Surfacing and Slurry Sealing 3 405 Cape Seal 14 420 Portland Cement Concrete Pavement 24 ■ 442 Pavement Patching 26 502 Excavation for, Structures 27 503 Concrete Structures, 29 504 Precast Concrete Structures 32 542 Pipe Culverts 33 586 Sand Backfill for Vaulted Abutments 34 630 Steel Plate Beam Guardrail 36 631 Traffic Barrier Terminals 39 670 701 Engineer's Field Office and Laboratory Work Zone Traffic Control and Protection 40 41 704 Temporary Concrete Barrier 42 781 Raised Reflective Pavement Markers 44 888 Pedestrian Push -Button 45 1003 Fine Aggregates 46 1004 Coarse Aggregates 47 1006 Metals 50 1020 Portland Cement Concrete 51 1050 Poured Joint Sealers 53 10,69 Pole and Tower 55 1077 Post and Foundation 56 1096 Pavement Markers 57 1101 General Equipment 58 1102 Hot -Mix Asphalt Equipment 59 1103 Portland Cement Concrete Equipment 61 1106 Work Zone Traffic Control Devices 63 I I S 111nois Deparbnent Check Sheet For Recurring of: Thanspo Special Provisions rtabon The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are 41cluded By Reference: Check Sheet # D M Recurring Special Provisions Additional State Requirements for Federai-Aid Construction Contracts Subletting of Contracts (Federal -Aid Contracts) EEO Specific EEO Responsibilities Non Federal -Aid Contracts Required Provisions - State Contracts Asbestos Bearing Pad Removal, Asbestos Waterproofing Miernbrane! and Asbestos Hot -Mix Asphalt Surface Removal Temporary Stream, Crossings and In -Stream Work Pads, Construction Layout Stakes Except for Bridges Construction Layout Stakes Use of Gleotextile Fabric leer Railroad Crossing S,ulbsealing of Concrete Pavements Hot -Mix Asphalt Surface Correction Pavement and Shoulder Resurfacing Patching with Hot -Mix Asphalt Overlay Removal Polymer Concrete PVC Pipeliner Bicycle Racks Temporary Portable Bridge Traffic Signals Work one Public Information Signs Nighttime Inspection of Roadway Lighting English Substitution of Metric Bolts Calcium, Chloride Accelerator for Portland Cement Concrete Quality Control of Concrete Mixtures at the Plant Quality Control/Quality Assurance of Concrete Mixtures Digital Terrain Modeling for Earthwork Calculations Reserved Preventive Maintenance - Bituminous Surface Treatment Reserved Reserved Reserved Temporary Raised Pavement Markers Restoring Bridge Approach Pavements Using High -Density Foarn Portland Cement Concrete Inlay or Overlay Portland Cement Concrete Partial! Depth Hot -Mix Asphalt Patching Page 1 of 2 64 67 68 78 83 89 90 91 92 95 918 1DO 1 O�4 ,1,0�6 1017 1019 ill 112 114 116 117 118 119 120 128 144 146 147 IS3 154 155 156 157 160 `164 BL R 11300 (10117117) 1§101 "X" Contract The FoHowing Local Roads Arid Streets Recurring Special Provisions Indicated By An Are Applicable To This And Are Included By Reference; Local Reads And Streets Recurring Special Provisions Check Sheet #: Page No, LRS 1 Reserved 168 LRS 2 Furnished Excavation 169 LRS 3 Work Zone Traffic Control Surveillance 170 LRS 4 Fla ggers in Work Zones 1!71 LRS 5 Contract Claims 172 LRS pz Bidding Requirements and Conditions for Contract Proposals 173 LRS 7 Bidding Requirements and Conditions for Material Proposals 179 LRS 8 Reserved 185 LRS 9 Bituminous Surface Treatments 186 LRS, 10 Reserved 187 LRS III Employment Practices 188 LRS 12 n m Wages of Employees on Public Works 190 LRS 13 Selection of Labor 192 LRS 14 Paving, Brick and Concrete Paver Pavements and Sidewalks 193 LRS 15 XJ Partial Payments 1 ' LRS 16",D Protests on Local Lettings, 197 LRS 17 Substance Abuse Prevention Prograrn 198 LRS 18 Multigrade Cold Mix Asphalt 199 POnled 12111111, BLR 11300 (10117117) SP, -3 1 1 1 1 1 1, I 11 list NO The fog 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, 800199 80382 802�74 80192 80173 80241 50261 50481 50491 50531 80366 80386 80396 80384 80198 80199 810293 Special Provision Title Accessible Pedestrian Signals (APS) Adsting Frames and Grates Aggregate Subgrade Improvement Automated Flagger Assistance Device Biturninious Materials Cost Adjustments, Bridge Demolition Debris Buildiing Removal -Case I (Non -Friable and Friable Asbestos) Building Removal -Case Il (Non -Friable Asbestos) Building Removal-C�ase III (Friable Asbestos) Building, Removal -Case IV (No Asbestos) Butt Joints Calcium Aluminate Cement for Class PP -5 Concrete Patching Class A and B Patching Compensable Delay Costs Completion Date (via calendar d'aiys) Compietion Date (via calendar days) Plus Working Days Feet Concrete End Sections for Pipe Culverts Concrete Mix Design - Department Provided Construction Air Quality - Diesel Retrofit Contrast Preformed Plastic Pavement Mai -king Disadvantaged Business Enterprise, Participation Diowel Bar Inserter Equipment Parking and! Storage Fuel Cost Adjustment Grooving for Recessed Pavement Markings Hot -Mix Asphalt - Density Testinig of Longitudinal JoOts 140wix AsAwP'z rG�t'*WWi Jobsite Sampling Hot -Mix Asphalt - Quality Control fair Performance Hot -Mix Aisphalt - Tack Coat Lights on Barricades Longitudinal Joint and; Crack Patching M�anholes, Valve Vaults, and Fiat Slab Tops Material Transfer Device Jan, 1, 2013 Jan, 1,201,2 June 1, 2010 Nov, 1,2017 Sept, 1, 2000 Jan, 1, 017 Nov, 1, 2017 April 1, 2009 Nov, 1 201 Jain, 1,20110 Nov, 1, 21114 April 1, 2017 Nov. 1, 2016 Jan. 1, 2018 April 1, 2014 Jain, 1, 201!8 Line 15, 1999 10115 16 11" Moisture Cured Urethianie Paint System Nov, 1, 20iO6 81i349 37 Pavement Markinigi Blackout Tape Nov. 1, 2014 80371 38 Pavement Marking Removal! July 1, 2016i 801390 3,9 Payments to Subcontractors Nov, 2, 2017 80377 40 Portable Changeable Message Signs Nov, 1, 20,16 80389 41 Portland Cement Concrete Nov. 1, 2017 80359 42 Portland Cement Concrete Bridge Deck Curing April 10 2015 80385 43: Portland Cement Concrete Sidewalk Aug. 1, 2017 80300 44 Preformed Plastic Pavement Marking Type D - Inlaid April 1 20,12 80328 45 Progress Payments Novi. 2, 2013 34261 46 Railroad! Protective Liability Insurance Dee, 1, 1986 ApO 1, 2016 Aug, 1,X20171 April 1, 2010 April 1, 201!0 April 1, 201,O April 1, 2010 July 1, 2016 April 1, 2016 Apiril 1, 2016 Nov, 1, 2014 ,July 2, '01 r Jan. 1, 2018 Aug, 1, 2017 Nov, 1, 2017 April 1, 20116 Jan. 1, 2018 Nov, 1, 20,17 April 1, 2016 April 1, 2017 Nov. 1, 2017 April 1, 201116 Jan. 1, 20 6 S P-4 File Name # Special Provision Title Effective Revised 80157 47 80368 Railroad Protective Liability Insurance (5 and 10) Jan, 1, 200,6 July 1, 2016 80306 48 Mast Arm, Assembly and Pole Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt Shingles Nov, 1, 2012, Jan, 1, 2018 80338 Portland Cement Concrete Partial Depth Hot -Mix (RAS) Aprii 1, 21714 80395 49 Asphalt Patching Sloped Metal End Section for Pipe Culverts Jan ,1,2018 80340 50 Articles 6317.02, 630�.05, Speed Display Trailer April 2, 2014 Jan. 1, 20,17 80127 51 Steel Cost Adjustment April 2, 2004 Aug, 1, 2017 80,391 52' VeSubcontractor Mobilization Payments Nov. 2, 2'O 17 Articles 701.03„ 701 . 11, 5, 80317 53 Surface Testing of Hot -Mix Asphalt Overlays Jan. 1, 2013 April 1, 201;6 80298 54 Temporary Pavement Marking (NOTE: This special provision was April 1, 2012 April 1, 2017' previously named "Pavernent Marking Tape Type IV".) 20338 55 Training Special Provisions Oct, 15, 1975 80318 56, Traversable Pipe Grate for Concrete End Sections (NOTE: This Jan, 1, 2013 Jan. 1, 2018 special provision was previously named "Traversable Pipe Grate',) 80288 57 Warm Mix Asphalt Jan. 1, 2012 April 1, 2018, 80302 58 w Weekly DBE Trucking Reports June 2, 2,012 April 2, 2015 800,71, 59 Working Days Jan. 1, 2002 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 wills then include the information in the applicable special provision. The Special Provisions are. U11 Bridge Dernolition Detihs 0 Building Removal -Case IV Building! Removal - Case 1 0 Cornplebon Date Building Removal— Case 11 0 Complefion Date Plus Working! Days Building Removal - Case M 0, DBE Participation • Matenal Transfer Device, • Railroad Protective Liability Insurance • TraiNng Special Provisions • Working Days SPI -5 The following special provisions are in the 2018 Supplemental Specifications and Recurring Special Provisiors. File Name Special Provision Title New _Locatign Effective 80368 Light Tower Article 1069,08 July 1, 2016 803691 Mast Arm, Assembly and Pole Article 1077,03(a)(1) July 1, 2016 80338 Portland Cement Concrete Partial Depth Hot -Mix Recurring CS #35 Aprii 1, 21714 Asphalt Patching 80379 Steel Plate Beam Guardrail Articles 6317.02, 630�.05, Jan. 1,2017 630,06, and 630.08 80381 Traffic Barrier Terminal, Type,1 Special Article 831,04 Jan, 1, 2,017 80380 Tubular Markers Articles 701.03„ 701 . 11, 5, Jan. 1, 2017 701,18, and, 1106,02 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 wills then include the information in the applicable special provision. The Special Provisions are. U11 Bridge Dernolition Detihs 0 Building Removal -Case IV Building! Removal - Case 1 0 Cornplebon Date Building Removal— Case 11 0 Complefion Date Plus Working! Days Building Removal - Case M 0, DBE Participation • Matenal Transfer Device, • Railroad Protective Liability Insurance • TraiNng Special Provisions • Working Days SPI -5 j SPEC�IAL PROVISION" VISITATION OF THE PROJECT SITE ORKSH the end that work on this improvementis not delaiyeid because of necessary changes �n the existing utilities shall rest uipon the Contractor. All cooval of existing material such as boulders, trees, and stumps and any necessary excavation shall have the surplus materials removed and disposed of off the project site by the Contractor,, Where necessary to prevent caving, trench excavations sihiaill be adequately supported, The Contractor shall be responsible for designing, providing, instaill'ing, and maintaining any sheeting, bracing, etc., which may be necessary to support the sides of the excavation and trenches. As backfill is placed and the sheeting withdrawn, the void left by the withdrawn i sheeting shall be filled and, compacted before withdrawing the next increment, The cost for aH sheeting and bracing shall be considered Jincidental to the contract, Contractor's expiense!. F ISAW-CUTTIN* This work shall be done where any new pavement, curb and gutter, frames, and' gratesI, Ji structures, sidewalks, or driveways abut existing paivemilent, curb and guitter, sidewalks, or driveways. 1:11iiii 10 111111 11111 1 '11111111 0 . All horizontal directional drilling operations shall be performed by a qUalifled directional driHing Contractor with at least four (4) years' experience involving work of a similar nature to the work required for this project. The Contractor must have installed a minimum of I 0,000i linear feet of pipe using directional drilling operations. A list of proi . �ect references and proof of contractor experience shall be presentedto the Village, upon request of the Vililage. 11WO Loll grad'es, elevations and separations. This information should be obtained by the Contractor's use of a locator or navigator DURING the conduit installation process and! not afterwards. The Cost to provide this, information to the Engineer will be included in the cost of the conduit, row MA1zrM*=4L-1g1 I# H F7 RM CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCD1M 1 0 I , I I I i i i I i I I R I I ! I I I! I III I I I III I 13= I EMMEMBEEK, =# the debris can and will be disposed of at any clean debris, landfill. The Villaige or its CCDD consultant will prepare all Soiurcie Site Certification by Owner or 2.&O4to-I, rkI :kn iWJ this project, These forms wi'll be provided to the Contractor by the engineering project representative or The Contractor shall acqiuire one manifest for each load as outlined in the state regull,ations and shall be responsible for only the costs of disposal of clean, construction debris. SUSPECT DEBRIS The Contractor shall only be responsible for the disposal of any and all clean construction debris. =--a-m-1 gill" I ymj NYC w or the EPR. I F! i IF I F I I I! I i I 11!! 11! 11! 11 ! I I I I ! 1!! 11 i !'! I I! I I rr.1�� IOU111KIVII "I - twzw suspect load or portion thereof on s,ite or at a holding area identified by the Village. The Contractor shall at that tirne be no longer responsiWe for the disposal of that load or poirtion thereof. The I I Village and its CCDD consultant will become responsible for the testing and subSeqUent disposal of all suspect debris. RM F7 P I I Wo"JUMORMUffilm This work shall be done in accordance with Section 800 of the "Standard Specifications for Road and Bridge Constructionadopted April 1 o 2016, and the following special provisions. Special attention is called to Section 801, Electrical Requirements. The Contractor shall submit to the Village and the Engineer for approval electronic shop drawings and catalog cuts of the lighting items including: Electric Service Installation Cables Splices Fuses Conduits Lighting Controller, Base Mounted, 240Volit, 100 Amp Light Standard, Aluminum, 25 Ft. KH, 10 Ft. Clamp -on Mast Arm, 88W LED Breakaway Devices with Aluminum Skirt Light Pole Foundation, Metal!, 11'" Bolt Circle, 8" X 6' I no later than seiven (7) days after the award of the contract, The electronic submittals shall be made to the Village, miawrie@mountprospect.org and' the Engineer, dyu ill@ hire nig . corn. The Village and the Engineer will review the submittal and notify the Contractor no later than 14 days after the award of the contract if the shop drawings and catalog cuts are acceptable if the Contractor wishes to speed up the review process, the shop drawings and catail'og cuts can be submitted with the Proposal. The Contractor shall order the materials as soon as approval is receivecl from the Village to assure timely delivery. No extension of time will be granted because the materials have not been delivered. ITEM I —SIDEWALK REMOVAL Description: This work shall consist of the removal of existing sidewalk as shown on the plans or as directed by the Engineer. Construction Methods: 1.. This work shall be done in accordance with Section 440 of the Standard Specifications, 2. The Contractor shall coordinate the! removal and replacement of sidewaIk with the adjacent property owners a minimum of 72 hours, in advance of starting the work. 3, Any sidewalk removed beyond the limits shown on the plans or as directed by the Engineer shall be at the Contractor's expense. 11 4, This work shall include any b,a:rricades or other devices to protect pedestrians from entering the area where sidewalk has been removed!. M 1 S ............ .V This work will be measured for payment in place and the area computed in square feet. Basis of Payment., This work will be paid for at the contract unit price per square foot for SIDEWALK REMOVAL, This price shall include all labor, material and equipment to complete this iitem. ITEM 2 — PCC SIDEWALK, 61,1 Description: This work shall consist of the construction of Portland cement concrete sidewalk as shown on the plans or as directed by the Engineer, Construclion Methods,* This work shall be done in accordance 'with Section 424 of the Standard Specifications and the detail in the plans. 2. This work shall include a 4 inch aggregate base course, CA -6 crushed stone as shown in the plaiins, This aggregate base course shall be mechanically compacted. 3. To tie the existing side walk to the replaced sidewalk, #4 dowels 8 inches long shaU be drilled approximately 4 inches into the existing sidewalk at 2-foiot centers around,, the perimeter of the removed sidewalk. 4This work shall include the application of protective coat in accordance with Article 420.18 of the Standard Specifications. 5. This work shall indUde any' barricades or other devices to protect pedestrians from entering the area where sidewalk has been poured. r r-7 1-1 I I This work will be measured for payment in place and the area computed in square feet. Basis of Payment: "this item shall be paid for at the contract unit price per square foot for PCC SIDEWALK, 5". "his price shall include all labor, material and equipment to complete this item. ITEM 3 — �DETECTABLE, WARNINGS Description: This work shall consist of the construction of Detectable Warnings as shown on the plans or as directed by the Engineer, Construction Methods: 1m This work shall be done in accordance with Section 424 of the Standard Specifications. 2,, The detectable warning panels shall be Armor -Tile Tactile Systems Cast in Place Tile or an equal approved by the Village prior to installation. The color shaill be Colonial Red (Federal N'oi. 20109), The size shall be 2'feet by 4 feet, 10111101i IIIIIIIIIIII'lollivoll I'll Illiell!IIIII I IIII leill! Thiis item shall be paid for at the contract unit price per square foot for DETECTABLE WARININGS, This price shaH include all labor, material and equipment to completer this item,, 11 SP- 111 Method of Measurement: This work will be measured for payrnent in accordance with Article 810.06 of the Standard Specifications. i nis worR W10 De pai or NY rie contracullu4mc �2---PC GALVANIZED STEEL, of the size specified, This price shall include all labor, material and eq Uipment to complete thiis item. 011W471"i lliil� i IiIii ir 1� II� ;�� 111 1, � 1 11 � 11 � ;� 11 111, � This work shall be done in accordance with Section 810 of the Standard Specifications insofar as applicable and the following. Construction Methods: Conduiits for this project shall be installed by boring and pulling ails described in Article 81,0.04 (c) of the Standard Specifications. Installation by trenching shall not be used, Sizes shall be as shown on the plans. Conduits shall' be a minirnurn of 30 inches below grade. This, work wil�l be measured for payment in accordance with Article 810.06 of the Standard Specifications. applicable and the following. Isf-11- 13 Construction Methods: Cable sizes shall be as shown on the plans. Cable insulation shall be color coded as shown on the plans. r, 9 M 7171 ITITZ it.. =i This, work will be measured for payment in accordance with Article 817,04 of the Standard Specifications, Basis of Payment, This work will be paid for at the contract unit price per foot installed for ELECTRIC CABLE IN CONDUIT, 6001 V (XLP-TYPE USE�) of the size and number of conductors specified. ITEM 11 — LIGHTING CONTROLLEIR, BASE MOUNTED, 240 VOLT, 100 A,MP This item shall consist of furnishing and installing a roadway lighting electrical control cabiniel complete with foundation and wiring for control of street li�ghting as specified herein, shown the contract drawings, and directed by the Engineer, The cabinet with all of its electrical components and parts shall be assembled'in a neat orderly fashioni, All of the electrical cables shall be installed in a triim, neat, professional manner, The cables shall be trained in straight horizontal and vertical directions and be parallel, nexI, to, and adiacent to other cables whenever possible. The completedcontroller shall be UL -listed as an Industrial Control Panel under UL 508, This work shall be done in accordance with Section 825 ow Specifications, Cabinet., Www 10�-W 3The equipment -mounting panel shall be made of 1/4 -inch minimum non -asbestos, inorganic non -conducting material and shall be drilled and tapped for front mounting of the equipment, The panel shaH be easily installed and removed from the front of i the cabinet, A metal mounting panel, as detailed on the drawings, will be acceptable in Heu of the nw panel, All cable and connections shall be in front of the pianel. 4 A dead -front panel shall be mounted to the equipment -mounting panel with only the circuit breakers and thethree-position selector switches visible. No live parts shall be exposled , Ili �2. Contactors shall be complete with a non-conductinginorganic, non-asbestossub- I panel for mounting. 3, Contactors shall be mechanically held and shall be complete with coil -clearing contacts to interrupt current through; the coil once the contactor is held in position, 4, The main cointactor contacts shall be the double break, silver -to -silver type, They shall' be spring-loaded and provide a wiping action when opening and closing. The contacts shall be renewable from the front panel, self -aligning, and protected by auxiliary arcing contaicts. 5, The line and load terminals shall be pressure-type, terminWs of copper construction, and of the proper size for the ampere rating of the conta,rs. & A lever for manual operation shall be incorporated in the contactor. Protection from accidental contact with current -carrying parts when operating the contactor manually shall be provided, 7. Unlless otherwise indicated, the contactor operating coil shall operate at 240 volts, singile phase. i. Open and closed positions shall be clearly indicated and labeled in a; permanent manner as approved by the Engineer. 1, The photocell shall cod the following changes. The -on type, single -voltage rated, and shall photoelectric control shall be solid state, faiil I be factory -preset and calibrated to turn on at 16.11 + 5 0 lux (I 5 + 0.5 foot-candles), The ratio of turn-off light level to turn -on light level shall not exceed 1.6:1'1. The photoelectric coornni-directional upward -facing cadmium sulfide sensor. �2. The output control relay shall have a time delay of 5 to 15 seconds. The photoelectric control shall have a buflt-in 160 -joule metal oxide varistor for surge/transient protection. The contact shall, be mechanical, and contact "chattler" upon opening of the contacts shall not exceed five milliseconds. The cover shall be one piece with pointed top and shall be of a high -impact grade thermoplastic with ultraviolet inhibitor, The control shall be capable of withstanding a drop of three feet onto a concrete floor without causing damage to the housing or changing the electrical operation. 3. The photoelectric control unit shall be mounted in the controller cabinet as shown in the plans. 1, Uniless otherwise indicated, the cabinet shall be equipped with automatic and manual operating controls via three -position selector switches. 2. The control circuit shall, have overcurrent protection as indicated and as required by NEC requirements, ISIP'- 16 Interior Lighting and Receptac/e,* 1, The cabinet shall, have an auxiliary device circuit at 120 volts sial e phase to supply a convenience receptacle and cabinet light. 2, The cabinet shall be equipped with an interior 8 to 12 -watt LED lighting fixture of the enclosed and gasketed type, switched from a single -pole, single -throw, 20-arnpere switch, The switch shall be prerniurn specification grade in a suitable fouir-inch box with a cover. 3. The cabinet shall be equipped with a 20 -ampere duplex ground' fault interrupting receptacle, premium specification grade in a four-inchi square box with a cover, for 120 -volt auxiliary use. Wiring and Identification: 1. Unless otherwise indicated, power wiring 'within the cabinet shall be of the size specified for the correspondling service conductors and branch, circuits, and shall be rated RHH/RHW, 60�O volts. 2. Unless otherwise indicated, control and auxiliary circuit wiring shall be rated RHH/RHW or MTW with jacket, 60iO volts. 3. Unless otherwise indicated, afl power and control wiring shall be tagged with slelif- sticking cable markers and shail be stranded c:o,pper, If the contract drawings do not specifically indicate assigned wire designations, the manufacturer shall assign wi I re designations and indicate them on the shop drawings, 4All switches, controls, and the like shall be identified both as to function and position (as applicable) by means of engraved twoeplates attached with screws, or where nameplates are not possible in the judgment of the Engineer, by the use of clod adhesive labels, as approved by the Engineer, ,32= Prior to shipment of the completed control cabinet, the control cabinet shall be tested for load, short circuilits, and complete operation of the cabinet as specified herein and shown on the p�ans. The 'test shall be made at the manufactuirer"s shop, by the manufacturer, and shall be witnessed by the Engineer. The Contractor shall arrange the test date with the Engineer and allow not less than seven (7) days advance notice. The cabinet shall not be delivered to the job site until inspected, tested, and approved for delivery by the Engineer, The foundation shaIl be furnished' and installed in place to the dimensions, shown on the plans, including an apron in front of the cabinet. The top of the fd1in shaom the surrounding finished grade. The anchor bolts, shall comply with ASTM A576, The top six inches of the anchor bolts shall be hoit-dipped galvanized steel according to, ASTM 153. The nuts, and lock washers and flat washers shall be galvanized also. 'The foundation shall include raceways of galvanized! steel or as noted on the plans, Testing of w System: The Contractor shaH arrainge the test date with the Engineer and the Village arid allow not �essi than seven (7) days advance notice. The, following tests shal,l be made on the: Lighting System Then the installation is complete. The forms, included herein shall be used to record the results I of these tests. REFaffammamomm 339= Instructions from manufacturers for the various components on their operation and maintenance shall be assernWed into a single manual. One copy s,ha,ll be placed in the pocket on the door of the cont�roiller and two copies provided to the Director of Public Works, A copy of the record drawing of the lighting installation shall also be placed in the pocket MIS wor w5i De palaii or a , e conri-=-Trfwnce "` fUNTED240 VOLT, 100 AMP, which shall be payment in full for the controller work complete, as specified herein. ITEM 12 — LIGHT STAN DARD, ALUMINUM 5 FT. M. H. 1 10 FT. CLAMP -ON MAST ARM, 8,8 LED Descriptiom This itern shall consist of furnishing and installing an alum:inum pole and clamp -on mast arm, wiring, fuses, 88W LED horizontal luminaire, as shown in the details in the plans. Pole and Ann: The poie shall be aluminum, one piece construction and provide a 25-folot mounting height for the luminalre with the 10 -foot clam;p-on mast arm. The pole shiall be a round tapered shaft and be made of ASTM 6063-T6 alumiinum. The base shall be nianufaictured for an 10- to 1 1 -inch bolt circle. A handhole, 4"' by 6" shall be provided in the pol�e shaft for wiring ails shown in the Light Pole Detail included in the plans, The pole and arm shaill be� HapcV RTA25C7B4T1A-0IX Crouse -Hind& RTA8M25AAT10268 clialmp design Union Metal,, model 154-YI clamp design or an, approved equial. The Village shall be the sole judge as to whether or not another manufacturer's product meets the requirements as an alpproive!d equal. 2. The pole and mast arm shall be installed per the manufacturer's instructions and recornmendations. Luminaire: 1. The luminaire shall, be a clean cobra head LED fixture, The luminaire shall be a Leotek GreenCobra Midsize LED, Street Light, GCM H -Series, or an approved equal, The luminaire shall be UL listed for use in wet locations. The luminaire housing shall be die cast aluminurn with a; universal two -bolt slip fitter. The aluminum housing shall provide passive heat-sin:king and shed precipitation, Electrical components shall be 1 SP -18 accessible without tools and accessible via a high-strengith, non-condUCtive polycairbonate door with quick release latches, The powder coat finish shiaIl be gray. The Village shall be the sole judge as to whether or not another manufaicture's product meets the requirements as an approved equal. 2. The luminaire shall be provided with Higih-flux/High-power white LEDs that produce a i minimum of 90% of initial intensity over 75i,000 hours of life. The luminaire shaIli provide a Type 2 medium light distribution per the IESNA classifications. Testing shall be doniei in accordance with IESNA LM -79, The lumen depreciation rating, L70 shiall be greater than 100,000 hours. 3. The LEDs and LED driver shall operate over ai -407 to 122"F ambient temperature range. The driver shalli accept input voilta,gie from 120 to 277 volts, The LEDs siha,ll have ai 30100K color temperature wit�hi a typical 70 CRI, 4, The luminaire shall be free from all defects in matedals and workmanship for a period of ten (10) years from the date of manufacture. 5. The luminaire shall be installed per the manufacturer's in, and recommendations, Zzl= 1, Pole wiring shall be color -coded Type XLP-U$E, 600 -volt insulation, 90 degrees Centigrade, single conductor, #10 stranded copper wire. 1111 11,1 1110111, Z3131112 11 3, In-line fuses sha0 be installed in the base of the pole for the lighting (2 amps) in such a manner as to be easily accessible for future maintenance, Basis of Payment: This work will be paid for at the contract unit price per each for LIGHT STANDARD, ALUIMtNUM, 25 FT, li 10 FT, CLAMP -ON MAST ARM, 88W LEDi, ITEM 13 — BREAKAWAY DEVICE WITH ALUMINUM SKIRT Description-. This work shall be done in accordance with Section 8318 of the Standard Specifications and Highway Standard 838001 included in the plans. Construction Methods: B,reakaway couplings, wire cloth, and aluminum pole base skirt shalt be provided and installed per Highway Standard 838001, Basis of Payment: This work will be paid for at the contract unit price per each for BREAKAWAY DEVICE WITH ALUMINUM SKIRT, 1 SP -19 11 IITEM 14 — LIG HT POLE FOU N DAT10K. METAL, 11 " BOLT C1 RCLE. 8" X 1 3 Description: This work shall be done in accordance with Section 836 of the Standard Specifications and Highway Standard 836001 included in the plans,. Construction Methods: A metal, foundation shall be constructed per Highway Standard 836001 except the bolt circle shall be as shown on the Pole Detail. ;::11, JIFJJ�11 I IV@ 9 as directed by the Engineer, All damaged brick pavers shall be replaced with a comparable material approved by the Engineer, Restoration of the work area shall be included in the contract without any extra comipensation allowed to the Contractor, Basis of Payment: This work will be paid for at the contract unit price per each for LIGHT POLE FOUNDATION, METAL, 11" BOLT CIRCLE, 8" x 6'. ITEM 16- TREE PROTECTION FENCE Description: This work shall consist of constructing fencing to protect existing trees at locations indicated on the plans, in the Tree Protection Plans included herein, and as directed by the Engineer. Construction Methods: The work shall be done in accordance with Section 201 of the "Standard Specifications for Road and Bridge Construction," the information on Tree Protection in the General Conditions included herein and the detail found on the plans. Method of Measurement: This work will be measured for payment in feet in place. Basis of Payment., This work will be paid for at the contract unit price per Foot for TREE PROTECTION FENCE. This price shall include all labor, material, and equipment to complete this item, F I SP -20 C� ITEM 161 - ITEM 16 - This item shall consist of the installation and maintenance of all traffic and pedestrian control devices which are used for the purpose of regulating, warning, or directing all traffic during the construction of this imiprovement. Construction Methods: It shall be the sole responsibility of the Contractor to insure that all traffic control and devices at the project site are in place at the end of each work day and in proper working order. All traffic control and protection shall be in accordance with the "Standard Specifications for Road and Bridge Construction" and the "'Manual on Uniform Traffic Control Devices", Basis of Payment: This work will be paid for at the Contract unit price per Lump Sum for TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 and per Lump Sum for TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 This price shallinclude all costs for fUrnishing, installing and maintaining the traffic control devices in accordance with the Specifications. W." Ev" rol 1150TO P 111 ".014: J W--1 1 -41 MMM1111- I rky I= M Traffic Control shall be according to the applicable sections of the Standard Specifications, the SUpplemiental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions, contained herein. Special attention is called to, Article 107,019 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. The Contractor shall contact the Village Engineer at least 72 hours in advance of beginning! work , STANDARDS - 701501 -04, 701801-05, 701901-07 DETAILS, NOT APPLICABLE TRAFFIC CONTROL AND PROTECTION, STANDARD 701501, TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 S E P-21 F1 is Rental eqiuipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department (including lease agreement) to show retaining equipment on the job is the most economical course to follow and fin the public interest. (3) Reduced Rate of Production Delay, The Contractor will!, be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days. Determination of compensation will be in accordance with Article 104.02, except labor and material additives will not be permitted. IN Viii! Im wME I Ill (3) When conduict or lack of conduct by the Department or its consultants, representatives, officers, agents, or employees; delay by the Department in making the site available; or delay in furnishing any ftemis required to be furnished to the Contractor by the Department prevents work on the controlling item. (4) When delays caused by utility, or railroad adjustments, prevent work on thie controfling itern. (5) W'hien strikes, look -outs, extraordinary delays in, trans plortatiion, or inability to procul critical materWs prevent work on the controlling item, as long as these delays are n due to any fault of the Contractor, I (6) When any condition over which the Contractor has no control prevents work on the I controlling item." III 1! 11 11111 1 1 1IIIIIJIp!;I1JII;1 I 111!�! oil (f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustmeM in time required for thie work will be made according to Section 1018. Aniy adjustment the costs to be paid will be made for direct labor, direct materials,, direct equipirne direct Jobsite overhead, direct oft'site overhead, and other direct costs allowed by t) resolution. Adjustments in costs will not be made for Interest charges, loss of anticipat profit, undocumented loss of efficiency, home office overhiead and unabsorbed overhel L� v C� o r r r11.11.101ma1 The above Bas,is of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited!." moo 0 Cause of Delay Length of Delay Working Days No working days have been charged for two consecutive weeks. minimum Article 108,08(b)(7) tw, weiek extensin f cntract t�im!e, accrding to Article 108.08. 1 in Article 108.08(b)(1) o ooooo The Contractor has been granted! a Payment for each of the various costs will be according to the following. (b) Extended Project Overhead, For the, duration of the delay, payment for extended project overhead w:ill be paid as follows. (1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offs1te overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table. Original Contract Arnount Up to $5,000,000 One Project Superintendent One Project Manager, Over $ 5,000,0100 - One Project Superintendent or up to $25,0001,000 Engineer, and One Clerk Over $2�5,OOiO,,000 - One Project Manager,, up to $50,0001,000 One Project Superintendent, .... . ........... e 1�q D 0 SP -24 E ------------- One Clerk One Project Manager, Over $50,000,000 Two Project Superintendents, One Engineer, and I One Clerk ............ 1 —.1 (2) Home Office and Unabsorbed Oivierhe,ad, Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost. (c) Extended Traffic Control. Traffic control required for an extended period of t�ime due to the delay will be paid, For working day contracts the payment will be made according to Article 1019.04, For completion date contracts, an adjustment will' be determined as follows. ET CP Adjustment ($) = TE x 1. (%/100 x CUP / OCT) WhereJE Duration of approved time extension in calendar days. 1% Percent maintenance for the traffic control, %i (see table below). CUP Contract unit price for the traffic control pay itern in place during the delay, OCT Original contract b6me in calendar days, When an ETCP adjustment is paid under this provisiion, an adjusted unit price provided for in Article 701 .20(a) for increase air decrease in, the value of work by mot than ten percent will not be paid. Upon payment for a contract delay under thiis provision, the Contractor shall assig subrogation rights to the Department for the Department's efforts of recovery from any oth- party for monies paid by the Department as a result of any claim under this provision, The Contractor sha,ll fully cooperate with the Department in its efforts 'to recover from anotheir party any money paid to the Contractor for delay damages under this provision ." mm Irl COMPLETION DW ATE (VIA CALENDAR DAYS) PLUS ORKING DAYS (BRE) Effective, April 1, 2008 The Contractor shall complete all work on or before the completion date of this contract which will be based upon 100 ca1endar days. After the completion date, an additional 15 working days will be allowed to complete punch Jist items, The completion date will be determined by adding the specified number of calendar days to the date, the Contractor begins work, or to the date ten days after execution of the contra�ct, whichever is the earlier, unless a delayed start is granted by the Engineer. 11 0 Effective, June 1, 2010 Revised: November 1, 2014 The reduction of emissions of parfilculate rnatter (PM) for off-road equipment sha" be accomplished g retrofit emission control devices. The term "equipment" refers to dieseifuO powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven ca:leind'ar days over the course of the construction period on the jobsite (including rental equipment), Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown bellow. Equipment that is of a model year older than the year g,iven for that equipment's respective horsepower range shall be retrofitted, - Effective Dates Horsepower Ran Ae Model Year June, 1, 2010 6,010-749 2002 750 and' up . .............. 2006 June 101 100-299 2003 .. . ............ 300-599 2001 . . . ...... ---.-600-749 2002 750 andp 20016 . . ....... . June 1, 26-1 - — — -------------- - - 5-0--Sibi — — ---- ------ —2004 - - - . ...... -11111-- .......... ................... ....... —.-.-1-00-299 2003 300-599 2001 E�'—(�O 0'- 7"50 and u 2006-::� 1/ Effective dates t—oC-ontractor diesel powered off-road equipment assigned to the contract, 2/ Effective dates apply to Contractor ands subcontractor diesel powered off-road equipment assigned to the contract, The retrofit emission control devices shall achieve a minimum P,M emission reduction of 50 percent and shall be: a) Included on the US. Environmental Protection Agency (U,SEPA) Vetified Retrofit Techno/ogy List or verified by the California, Air Resources Board (All) (http://www,ar,b,ca.gov/diesel/yerdev/vt/cvthtni)w or b) Retrofitted with a non -verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used: on the project, and if the Contractor has obtained a performance certification from the retrofit 1-1 I SP -27 I E device manufacturer that the emission control devi�ce provides a minimum PM emission redon of 50 percent, Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations, are exempt from instaffing retrofit emission control devices if such devices adversely affect equipment operation. 0 Diesel powered off-road equipment with engine ratings of 50 hipi and above, which are unaibile to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a miniimum 50 percent PM reduction, may be granted a waiver by the Department if docurnentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment, 0 r,r performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made availaWe to the Engineer for visual inspection of the device installait�ion, prior to being used on the jobsite, The Contractor shall subm' it an updated list of retrofitted off-road' conistruction equipment as, retrofitted equipment changes or comes on to the jobsite, The addition or deletion of any diesel powered equipment shall be included on the updated list. if any diesel powered off-road equipment is found to be in non-coirnpliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency, deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included: in the contract unit prices bid for the various items of work involved and! no additional compensatiobe allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a cUm, When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the, time pertiod for coon is exceeded and end with the Engineer's written acceptance of the correction, The daily monetary deduction will be! $1,000.001 for each deficiency identified. I i I I WIF i I I R I � � � I �I MMMw. w w If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. I SP -28 0 I Such a shutdown WO not be grounds for any extension of the contract time, waiver of penalties, or be grounds for any claim. RM I I I MWE F Effective: November 1, 2017 Replace the first paragraph of Article 701 11 o�f the Standard • with the following, "701,11i Equipment Parking and Storage. During working hours, all vehicles and/or noinoperating equipiment which are parked, two hours or less, shall be parked at least 8ift (2.5rn) from the open traffic lane. For other period's of time during working and for all nonworking hours, all vehicles, mait�erials, and equipment shall be parked or stored as follows. (ai) When the project hais adequate right-of-way, vehicles, materials, and equipment shall be located a minimum of 30 ft (9 m) from the pavement. RW.Pl P I SP -30 1_1 t [l LIGHTS OIN BARRICADES (BC E) Effective: January 1, 2018 Revise Article 701.16 of the Standard Specifications to read: "701.16 Lights. Lights shall be used on devices as required in the plans, the traffic control plan, and the following table. Circumstance ........... Lights Required Daylight operations None First Cavo warning signs on each approach to the work involving a nighttime lane Flashing mono -directional lights closure and 'ROUGH GROOVED SURFACE" (W8-1107) signs ___ linea,ting isolated obstacles, i� ei..jw. vl� excavations, or hazards at night Flashing bi-directional lights (Does not apply to patching) _iini_ - __ — — _________ ................. D— evi��s delin,�a g obstacles, excavabons, or hazards exceeding Steady burn, bi-directional lights 100 ft (30 rn) in length at night (Does, not apply to widening) Channefizing devices for nighttime lane None closures on two-lane roads ChannIelizing devices for nighttime lane None closures, on multi -lane roads Channielizing devices for nighttime lane closures on multi -lane roads separating None opposing directions of traffic . ................. Chaninefizing devices for nighttime along Steady bum mono -directional lights lane shifts on multilane roads m Channellizing devices for night time along Steady bum bi-directionial lights lane shifts, on two lane roads Devices in nighttime lane ciosure tapers Steady bum bu-directional lights on Standards 701316 and, 701321 Devices in nighttime lane closure tapers Steady burn mono directional lights Devices delineating a widening trench None Devices delineating patches at night on None roadways with an ADT less than 25,000 Devices de4neafing patches at night on None roadways with an ADT of 25,00O or more ... ....................... . . . . . . .... Batteries for the lights shall be replaced on a group basis at such times as may be specified by the Engineer." Delete the fourth sentence of the first paragraph of Article 701.17(c)(2) of the Standard Specifications, SP -31 I '603.07' Protection Under Traffic. After the casting has bleien aidjusted and Class SI conicret�e has been placed, the work shall' be protected by a barricade for at �east 72 hi,ours." 11� I "2211 Effective: November 2, 2017 Add the following to the end of the fourth paragraph of Article 109.11 of the! Standard Specifications : "if reasonable cause is asserted, written notice shall be provided to the applicable subcontractor and/or material supplier and the Engineer within five days of the Contractor receiving payment. The written notice shall identify t�he contract niumber, the subcontract or material purchase agreement, a detailed reason for refusal, the value of payment being withheld, and the specific remedial actions required of the subcontractor and,/or material supplier so that payment can be made." I I r� 11 IF PORTLAND CEMENT'CONCRETE (BDE) Effective" November 1, 2017 Revise the Air Content % of Class PIP Concrete in Table I Classes of Concrete and Mix Design Criteria in Article 1,020,04 of the Standard Specifications to read; ,-N ass Use Air Of Content Conc. % pp, Pavement Patching Bridge D2�� . .... PP -1 PP -2 -4 —PP PP -5 �kevise Note (4) at the end of Table: 1 Classes of Concrete and! Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: For all classes of concrete, the imaximum slump may be increased to 7 in (175 mm) when a high range water -reducing admixture is used. For Class SC, the maximum slump may be increased to 8i(200 mm). For Class PS, the maxinium slump may be increased to 8 112 in. (215 mm) if the high range waite!r-red�ucing admixture is the s« •w type,"' MUM Effective: August 1, 2017 Revise the first paragraph of Article 424,12 of the Standard Specifications to read: "424.12 Method of Measurement, This work wifl be measured for payment in place and the area computed in square feet (square meters). Curb ramps, including side curbs and side flares, will be measured for payment as sidewalk. No deduction will be made for detectable warnings located within the ramp," IL � 11 SP -35 J w., ry yi y �_ Progress Aoncet ! "" payment,estimate of the quantity of work performed in accordance with the contract, and the value thereof' at the contract unit prices. The amount of the estimate approved as due 'for payment will be vouchered by the Department and presented to the State Comptroller for payment. No amount less than $1000.00 will be approved for payment othier than the final Progress payments may be reduced by liens filed pursuant to Section 23(c) of t1i Mechanics'Lien Act, 1 ILCSI 60/23(c). r � r w s r • r , a �w ,„ +� - r The faiilure to perform any requirement, obiligationi, or term of the, contract by the Contractor shall be reas,oni, for withholding any progress, payments untO the Department determines that compliancee• IL SUBCONTRACTOR MO�BILILATION PAYMENTS (BDE) Effective: November 2, 2017 Replace the second paragraph of Article 109.12 of the Standard Specifications with the following: "This mobilization payment shall Ibe made at least 14 days prior to the subcontractor starting work. The amount paid shall be at the foHovVing percentage of the amount of the subcontract reported on form BC 260A submitted for the approval of the subcontractor's work. Value of Subcontract Reporteid on Form BC 260iA Mobilization Percentage . ............... $10ii,000 25 $10,000 to less than $20,000 $20,OiOO to less than $40,000 $40,000 to less than $60,000i ■ I IMMIUM $100,000 to less than $250,000 II $250,000 to less than $500,000 . . ...... ....... Over 000 M -M 1] 91 � I it WEEKLY DBE TRUCKING REPORTS JlBDE) Effective: June 2, 2012 Revised: April 2, 2015 The Contractor shall submit a weekly report of Disadvantaged Business Enterprise (DBE) trucks hired by the Contractor or subcontractors (i.e. not owned by the Contractor or subcontractors) that are used for D,BE goal credit. The report shall be submitted to the Engineer on Department form "SBE 723" within ten business days following the reporting period. The reporting period shall be Monday through Sunday for each week reportable trucking activities occur. Any costs associated with providing weekly DBE trucking reports shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed, I I I I SP' -38 7/5107 Electrical Loading, WWI Contract d'l llll • * "�w M� CONTROLLER �§�ervi�i"Cable Measurements �� Noi IIIA NIII� " l Branch Circuit Cable Measurements Contractor r Resident Engineer Contractor Representative nor Repreeent;etdve Signature Signature signature 7/5/07 Electrical Voliggt Test VOLTAGE MEASUREMENTS mmm- Resident Engineer contractor Representative Owner Representative Siginature i Siignature Signature SP -40 Contractor I lwn er Last I r Contracto owner (�piha�sing) �,F �fpnhasihg) POIe Orl (pha�sing) (pihiasing) reading rea Circuit readiU_ readi�ng mmm- Resident Engineer contractor Representative Owner Representative Siginature i Siignature Signature SP -40 . . . .............. . ..... 7/5107 Electrical Cable insulatioR-Resistance Test Prdect WILLOW & CYPRESS LIGHTING, VILLAGE OF MOUNT PROSPECT County .. Contract Date of Inspection COOK WILLOW & CYPRESS controller Meggler Make & Model No. Calibration Date ........ .. Resistance Measurements (Megohms) E��, Contractor Owner circuft Phase A Phase B Pha;e C —Neutrai Circuit Phase A Phase B Phase C Neutrai A or I A or I B or 2 B or 2 Cara C or3 D or 4 D or r 4 Ear 5 E o 5 For 6 F o r 6 G or7 G or 7 or 8 H orB I or9 I or 9 J or 10 Representatives Present Resident Engineer contractor Representative OwnerRepresentaflve I Si I g I n I ature Signature Signature SIP - 41 110n is Department Local Public Agency TI"cansp3rtabon Formial Contract PROPOSAL SUBMITTED BY Contractor's Narne Street ox Ut State _ Zip Code � ; STATE OF ILLINOIS COUNTY Cook Village of pt (Name e � itount �rc� age Town or Road district) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE "+ Illo , Cypress & Frost LN Iht SECTION NO. 18 -00168 -00 -LT TYPES OF FUNDS INET M SPECIFICATIONS (required) PLANS (regOrert) CONTRACT BONE), (when required) ■ Printed WV2018 Page 1 of 2. Bt.R 12320 (Rev, 01110914) 1-1 H 1, THIS AGREEMENT, made and concluded the Countyw w. ...... Local Public Agency _MqProp!-� Section Number 18 -00168 -00 -LT Route Willow, Cyp�a.� day of . . ..... . Month and Year contract and are a part hereof. 4, IN WITNESS WHEREOF, The said parties have executed these presents on the date above rinerifioned, Attest. The Of Clerk By Party of the First Part =1 Attest, F Printed W1142018 11 Secretary (If a Corporation) By President Party of the Second Part Page 2 of 2' (if a Grp -Padden sPyr piii Party of the Second Part (If an individual) Party of the Second Part BLL 12320 (Rev, 011110911 4) � I of Iran4portation We, a * . 05 1 # I lMOMM Locail Agency Mount Prospect Section 18 -00168 -00 -LT a/ain) E] individual [:1 Co-pa:rtneirship Corporation organized under the laws of the State of F-MMEN are held and firmly bound unto the above Locail Agency (hereafter referred to as 'LA") in the penal sum, of Dollars ( ), lawful money of the United States, well and truly to be paid unto saiid LA, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to the LA this, sum under the conditions of this instrument. NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materWs, apparatus, fixtures or machinery furnished to him for the purpose of constructing such work, and s,halil commence and complete the work within the time prescribed in said cN ntract, and shall pay and discharge all damageis, direct and indire�ct�, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been aiccepted, and shall ho�ld the LA and its awarding authoirity harmless on accouint of any such darnages and shall in all respects fully and faithfu0y comply with all the provisions, conditions and requirements of said contract, then this obligation to be voidotherwise to remain in full force anN effect. Page I of 2 Print on, 31112018 2:19:52 PM n IL 494-0372 BL R 12321 (Rev. 7105) 11 IN TESTlMONY WHEREOF, the said PRINCIPAL and the said S�URETY have caused this instrument to be signed by their respective officers this day of AD. PRINCIPAL (Company Name) (Company Name) ByBy: (Signature &'Title) (Signature & I)t1e) Attest; Attest: (Signature & Title) (Signature & Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signature of each contractor must be affixed,) STATE OF ILLINOIS, COUNTY OF 1, a Notary Public in and for said county, do hereby certify that tInseirt narnes of individuals signing on behalf or PRINCIPAL), who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRfNCIPAL, appeared before me this day In person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Give,, under rn, hand and notarial seal this day of A, D, My commission expires (SEAL) Notary Public SURETY By: tl,Narrie of Surety) (Signature of Attomey-in-F nt) STATE OF IILLINOt IS, (SEAL) COUNTY OF 11 , a Notary Public in and for said county, do, hereby certify that (In,sed nam;s—OfindNiduals signing on behalf or SURETY) who are each personally known to me to be thie same persons whose names are subscribed to the foregoing instirurnent on, behalf of SURETY, appeared before me this, day In person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary, act for the uses and purposes therein set forth, Given under my hand and notarial seat this day of A, D, My commission expires Notary Public (SEAL) Approved fts day of AD, Attest: (Awarding Auihonfy) Page 2 of 2 POnted on 311/2018 2,19,52 PM Clerk (Ch airiiiai,i,lMaye r/Presadent)1 11. 494-0372 BLR 12321 (Rev. 7/05) E MGM DATE: April 25, 20118 BID PENIN a: April 30, 2018 11:00pm LOCATION: 5O South Emerson Street, 31d Floor, Viillage Ill anager'sOffice Please, note the following clarifications, revisions, and additions the bid documents. To All Prospective BiddersAll BIDDERS for the above contract shall carefully read the enclosed addendum and consiider its impact in the preparation of their bild. 1,, On page SP -14 of the Bid Specifications, insert the following language to ITEM 11 LIGHTING CONTROLLER, BASE MOUNTED, 240 VOLT, 1 00A11, P Heater, A heater for the controller cabinet shall be provided. The heater shaill be 400 watt, 120 volt with an integral adjustable thermostat allowing adjustment from O'F to 1 00'F, an aluminum housing, and a ball bearinig fan. The heater shall be a, Hoffman No. DAH4001B or an approved equal. 2. Replace sheet #8 of the construiction drawings with the attached revise s h eiet #8 d at�ed 4/25/201 18 i IL I BIDDERS ACKNOWLEDGEMENT'OF RECEIPT CONTRACT DOCUMENTS FOR THE, I VILLAGE OF MOUIN�T PROSPECT, ILLINOIS 1 116, Cq• . . — — . . ,,, ,,, "z 1 1 •4 1 ADDENDUM NOA 71 1111v1111111110 11 1 a . a Company Nam( Signature: Print Name: Position/Title: Date: Note- This Addendum shall be inicluded with and is considered part of the bid documents. Failure to return this form may result in disqualification of tha BIDDER. include thiis origiinial in your bid. m - 7 SfAlf Of It"NOM OtIPAOMMI 0 MAMPOATAOMN .... . . .... ulammm wMlvw, Mm, ' ua m� I& waw w o., Q") - "m, w—', P.. ma, ww'.. oc Vw �rm rw.ml w 'o . . ... . .... ........... . . . . .. .... ;Iom%%,MV 14"OT WM3% comploffiLl'", WAR . . ..... ..... ulammm wMlvw, Mm, ' ua m� I& waw w o., Q") - "m, w—', P.. ma, ww'.. oc Vw �rm rw.ml w 'o . . ... . .... ........... . . . . .. .... ;Iom%%,MV 14"OT WM3% comploffiLl'", WAR 00 I Am ri 0 Page 1 of 3 https://www.boarddocs.com/il/vomp/Board.nsf/files/AYN4BY6F963 0/$file/ALUM%20PO... 6/8/2018 S 1 M,AL'a'4 lip wo -� I.M_w - - � •fir 24 V dr lb MP -0 41, %100 it 0 ,r •• . '40 mor, w4tj JL rp r� Paolo& "m"" lmw- i r dig w ail HounHO r. ' 1 as NVW3NNn 1 jw,w 0 C"I ila A?JONOIH _ NJ tip Na SS3NdAa {1�. w E LL NO TIONIO _!?ua 1l1380m O 60 J J r LLI L~I]