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Home My WebLink About2011 Sidewalk and Curb Replacement Program(t Illinois Department of Transportation COUNTY OF STATE OF ILLINOIS COOK CITY OF EVANSTON (Name of City, Village, Town or Road District) ❑ ESTIMATE OF COST ® SPECIFICATIONS ® PLANS ❑ MATERIAL PROPOSAL ❑ DELIVER AND INSTALL PROPOSAL ❑ CONTRACT PROPOSAL ® CONTRACT ® CONTRACT BOND Proposal 1 Contract Cover PROPOSAL SUBMITTED BY Schroeder and Schroeder Inc. Contractor's Name 7306 Central Park Street Skokie City FOR THE IMPROVEMENT OF 2011 50150 Sidewalk and Curb STREET NAME OR ROUTE NO. Replacement Program SECTION NO. PW-SR-1100 TYPES OF FUNDS Bond and other For Municipal Projects Submitted Approved/Passed a J 6tty Date Manager For County and Road District Projects Submitted/Approved Submitted/Approved Date ❑ Highway Commissioner Date ❑ County Engineer/Superintendent of Highways P.O. Sox IL 60076 State Zip Code Department of Transportation ❑ Released for bid based on limited review Date Regional Engineer Concurrence in approval of award AcLw� Director of Public Works Approved as to forme W. Grgnt Farrar 049rooratlon Counsel BLR 12210 (Rev.12/08/08) CITY OF EVANSTON SPECIFICATIONS AND BID DOCUMENTS BID NUMBER: 12-25 For 2011 50/50 SIDEWALK AND CURB REPLACEMENT PROGRAM PW-SR-1I00 City of Evanston BID OPENING DATE, TIME, & PLACE: Tuesday, June 21, 2011 at 2:00 P.M. in Room 2404, Evanston Civic Center, 2100 Ridge Avenue, Evanston, Illinois 60201 BID BOND: 5% of Contract Amount PERFORMANCE, MATERIAL & LABOR PAYMENT BOND: 100% of Contract Amount CONTRACT PERIOD: Special Provision SEALED BIDS TO BE RETURNED TO: CITY OF EVANSTON PURCHASING DIVISION ROOM 4200, LORRAINE H.MORTON CIVIC CENTER 2100 RIDGE AVENUE EVANSTON, IL 60201 Phone: 847/866-2935 Fax: 847/448-8128 City of Evanston 2011 50/50 SIDEWALK AND CURB REPLACEMENT PROGRAM PW-SR-1100 Bid Number. 12-25 Table of Contents Section Title Page 00030 Notice to Bidders...... ................................................ 3 00100 Instructions to Bidders ................................................ 5 00200 General Conditions ....................... .............................. l l M/W/EBE Goals 00800 Supplemental Standard Specifications .............................. 35 20000 Special Provisions, Technical specifications, Standard Details ...... Gl 20300 Bid Form Attachment A, Schedule of Prices Attachment B, Disclosure of Ownership Interests Attachment C, M/W/EBE Goals Affidavit of Joint Venture Schedule of additional M/W/EBE Subcontractors Letter of intent from M/W/EBE to perform as Subcontractors Affidavit ofMIW/EBE Goal Implementation plan MJW/EBE Participation Waiver Request Wage Rate Act Sheet Conflict of Interest City of Evanston, Special Provisions and affidavits Proposal Bid Bond Affidavit of Availability CITY OF EVANSTON NOTICE TO BIDDERS SECTION 00030 Sealed bids will be received by the City's Purchasing & Contracts Manager in Room 4200 of the Civic Center located at 2100 Ridge Avenue, Evanston, Illinois 60201, until 2:00 P.M. local time Tuesday, June 21, 2011 and will be publicly read thereafter in room 2404. Bids shall cover the following: 2011 50/50 SIDEWALK AND CURB REPLACEMENT PROGRAM (PW-SR 1100) Bid Number: 12-25 Work on this project includes all materials, labor, equipment and services for Removal and Replacement of Sidewalk and Curb at various locations in City of Evanston. The above item shall conform to the Request for Bids on file in the Office of the Purchasing & Contracts Manager. The bid document, including all necessary specifications, will be available in the Office of the Purchasing & Contracts Manager on May 31, 2011. The City of Evanston (the City) in accordance with the laws of the State of Illinois, hereby notifies all proposers/bidders that it will affirmatively ensure that the contract(s) entered into pursuant to this Notice will be awarded to the successful proposerlbidders without discrimination on the ground of race, color, religion, sex, age, sexual orientation, marital status, disability, familial status or national origin. The State of Illinois requires under Public Works contracts that the general prevailing rate of wages in this locality be paid for each craft or type of worker hereunder. This requirement is in accordance with The Prevailing Wage Act (820 ILLS 130) as amended. The City of Evanston reserves the right to reject any or all submittals or to accept the submittal(s) deemed most advantageous to the City. The Evanston City Council also reserves the right to award the contract to an Evanston firm if that firm's bid is within 5% of the low bid. Each respondent shall be required to submit with their bid a disclosure of ownership interest statement form in accordance with the provisions of Ordinance 15-0-78. Failure to submit such information may result in the disqualification of such bid. Jewell Jackson Purchasing and Contracts Manager Advertised on: Chicago Tribune: May 31, 2011 Forms to be returned with Bid Proposal O Bid Form _.. Section 20300 ® Schedule of Prices _.. Attachment A • Disclosure of Ownership Interests — Attachment B O MJW/EBE Goals -- Affidavit of Joint Venture Schedule of additional M/W/EBE Subcontractors Letter of intent from M/W/EBE to perform as Subcontractors Affidavit of M/W/EBE Goal Implementation plan M/W/EBE Participation. Waiver Request Wage Rate Act Sheet Conflict of Interest City of Evanston, Special Provisions • Bid Bond (Bid Security) 0 Affidavit of Availability CITY OF EVANSTON INSTRUCTIONS TO BIDDERS/REQUIREMENTS FOR BIDDING (CONTRACTS OVER $20, 000) 1. ON-LINE NOTIFICATION OF SOLICITATIONS. The City is utilizing Demandstar.com (www.demnnandstar.com) for on-line notification purposes only for sealed bids when it is anticipated that the amount of time resulting contract will be in excess of its formal bid limit of $20,000, such as this requirement. Interested bidders are required to submit a sealed bid to the City by the date/time indicated for this requirement on the forms provided by the City. 2. WITHDRAWAL OF BID. Bidders may withdraw or cancel their bids at any time prior to the advertised bid opening time. After the bid opening time, no bid shall be withdrawn or canceled for a period of ninety (90) calendar days. When contract approval is required by another agency, such as the Federal Government or the State of Illinois, no bid snail be withdrawn or canceled for a period of ninety (90) calendar days. 3. SUBNHSSION OF BIDS. A.) All bids will be received in the Office of the Purchasing and Contracts Manager, Room 4200, Civic Center, 2100 Ridge Avenue, Evanston,111, 60201. All bids must be submitted in sealed opaque envelope with the following clearly printed on the outside: bidder's name and address, subject matter of bid, and the designated date and hour of the bid opening. B.) NOTE: Three copies of the bid information, as well as any other information required in the solicitation document, must be submitted on the forms provided with all blank spaces for bid prices filled In ink or typewritten and containing all required information. Each copy must contain the same information (except one set must have original signatures and stamps). C.) ANY BIDS RECEIVED AFTER TIME AND DATE SPECIFIED FOR. TBE RECEIPT OF BIDS WILL BE RETURNED TO THE BIDDER UNOPENED. It is the sole responsibility of the bidder to insure that his or her bid is delivered by the stated bid opening time. Mailed bids, which are delivered after the specified hour, will not be accepted regardless of postmarkedtime onthe envelope. D.) Bids will be publicly opened on the date and time specified forthe receipt ofbids in designated room of the Evanston Civic Center. E.) Any bidder may withdraw his or her bid by letter or with proper identification by personally securing his or her bid at any time prior to the stated bid opening time. No telephone request for withdrawal of bids will be honored. F.) No bids will be received via the internet. 4. PREPARATION OF BEDS. The bidder must prepare the bid on the attached bid forms. Unless otherwise stated, all blank spaces on the bid page or pages must be filled in. Either a unit price, Iunmp sure price, or a "no -bid", as the case may be, must be stated for each and every item and must be either typed in or written in ink. 5. SIGNING OF BIDS. A.) Bids which are signed for a corporation should have the correct corporate name thereon and signature of an authorized officer of the corporation manually written below the corporate name following words "By: ". Title of Office held by the person signing for corporation, which shall appear below signature of an officer. B.) Bids which are signed by an individual doing business under a fictitious name should be signed in the name of the individual "doing business as. : " C.) The name of each person signing the bid shallbe typed orprinted below his or her signature. D.) Bids which are signed for a partnership should be signed in the firin's name by all partners, or in the fnn°s namebyAttomey-in-Fact. If signed by Attorney -in -Fact, there shouldbe attached to the bid a Power ofAttorney evidencing authority to sign the bid, dated the same date as the bid and executed by all partners of the finn. 6. CONSIDERATION OF BIDS. The Purchasing and Contracts Manager shall represent and act for the City in all matters pertaining to this bid and the contract in conjunction therewith. 7. WITHDRAWAL OF BIDS. Bidders may withdraw or cancel theirbids at any time prior to the advertisedbid opening time. Auer the bid opening time, nobid shall be withdrawn or canceled for a period of sixty (60) calendar days. When contract approval is required by another agency, such as the Federal Government or the State oflllinois, no bid shall be withdrawn or canceled for a period of ninety (90) calendar days_ $. ERRORS IN BIDS. Bidders are cautioned to verify their bids before submission. Negligence on the part of the respondent in preparing the bid confers no right for withdrawal or modification of the bid after it has been opened. In case of error in the extension of prices in the bid, unit prices will govern. 9. ADDENDA. A.) Any and all changes to the specifications/plans are valid only if they are included by written addendum to all bidders. Each bidder must acknowledge receipt of any addenda by indicating on the Bid page. Each bidder, by acknowledging receipt of any addenda, is responsible for the contents of the addenda and any changes to the bid therein. Failure to acknowledge any addenda may cause the bid to be rejected. B.) Addenda information is available over the intemet at www.clemandstar.com or by contacting the office ofthe Purchasing and Contracts Manager. Updated: 1/14/2008 5 10. RESERVED RIGHTS. The City of Evanston reserves the right at any time and for any reason to cancel his or her solicitation, to accept or reject any or all bids or any portion thereof, or to accept an alternate response. The City reserves the right to waive any immaterial defect in any response. The City may seek clarification from any respondent at any time, and failure to respond within a reasonable time period, or as otherwise directed, will be cause for rejection. 11. AWARD. It is the intent of the City to award a contract to the lowest responsible bidder meeting specifications. The City reserves the right to determine the lowest responsible bidder on the basis of an individual item, groups of items, or in any way determined to be in the best interest of the City. Award will be based on the following factors (where applicable): (a) adherence to all conditions and requirements of the bid specifications; (b) price; (c) qualifications of the bidder, including past performance, financial responsibility, general reputation, experience, service capabilities, and facilities; (d) delivery or completion date; (e) product appearance, workmanship, finish, taste, feel, overall quality, and results of product testing; (f) maintenance costs and warranty provisions; and (g) repurchase or residual value. A bidder, if requested, must present within forty-eight (48) hours of a request, evidence satisfactory to the Purchasing and Contracts Manager of perfomiance ability and possession of necessary facilities, pecuniary resources, and adequate insurance to comply with the terms of these specifications and contract documents. 12. BIDS AND PLAN DEPOSITS A. When required on the cover sheet, all bids shall be accompanied by a bid deposit in the amount specified. Bid deposits shall be in the form of cash, a certified check or cashier's check drawn on a responsible bank doing business in the United States and shall be made payable to the City of Evanston. Bid Bonds are also acceptable. All bids not accompanied by a bid deposit, when required, will be rejected. B. Within 20 days after the bid date the City will return the bid deposits of all but the 3 lowest qualified bidders whose deposit will be held until contract award or at the expiration of the sixty-day or ninety - day period for bid award. C. The bid deposit of the successful bidder will be retained until contract documents have been executed and the Contractor has submitted all the required information. Failure to comply with the terms of this specification may be cause for forfeiture of said deposit. 13. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS. Bidder's shall promptly notify the City of any ambiguity, inconsistency, or error that they discover upon examination of the bidding documents. Interpretations, corrections, and changes will be made by addendum. Each bidder shall ascertainprior to submitting a bid that all addenda have been recieved and are acknowledged in the bid. 14. INCONSISTENCIES AND OMISSIONS. These specifications and the accompanying plans, if any, are intended to include all information necessary for the work contemplated. If, by inadvertence or otherwise, the plans or specifications omit some information necessary for that purpose, the contractor shall, nevertheless, be required to perform such work at no additional cost to the City so that the project maybe completed according to the true intent and purpose of the plans and specifications. 15. CONDITIONS. Bidders are advised to become familiar with all conditions, instructions, and specifications governing his or her bid. Once the award has been made, failure to have read all the conditions, instructions and specifications of this contract shall not be cause to alter the original contract or to request additional compensation. 16. VERIFICATIONS OF DATA. A.) It is understood and agreed that the unit quantities given in these specifications are approximate only, and the contractor shall verify these quantities before bidding as no claim shall be made against the City on, or account of, any excess or deficiency in the same. B.) The contractor shall have visited the premises and determined for itself, by actual observation, boring, test hales, or othermeans, the nature of all soil and water conditions (both above and below ground in the line of work) that maybe encountered in all construction work under this contract The cost of all such inspection, borings, etc. shall be borne by the contractor, and no allowance will be made for the failure of the contractor to estimate correctly the difficulties attending the execution of the work 17. COMPLIANCE WITH LAWS. The bidder shall at all times observe and comply with all laws, ordinances and regulations ofthe Federal, State, Local and City Governments, which may in any mariner affect the preparation ofbids or the performance of the contract- 18. INTERPRETATION OF CONTRACT DOCUMENTS. Any bidder in doubt as to the true meaning of any part of the specifications or other contract documents, may request an interpretation thereof from the Purchasing and Contracts Manager. The person requesting the interpretation shall be responsible for its prompt delivery. At the request of the bidder, or in the event the Purchasing and Contracts Manager deems the interpretation to be substantive, the ,+.(L�J1VEQiLVi will, be made by written addendum duly issued by the Purchasing and Contracts Manager. No oral explanations will be binding. 19. QUALIFICATION OF BIDDERS. A.)All bidders must be qualified in accordance with the instructions, procedures and methods set forth in this specification. B.)Tn awarding contract, City may take into consideration, Updated: 1/14/2008 6 skill, facilities, capacity, experience, ability, responsibility, previous work, financial standing of bidder, amount of work being carried on by bidder, quality and efficiency of construction equipment proposed to be furnished, period of time within which proposed equipment is furnished and delivered, necessity of prompt and efficient completion of work herein described. Inability of any bidder to meet requirements mentioned above may be cause for rejection of the bid. In addition, if the project covered by this contract is a minority set -aside project, the contractor's qualifications as a minority firm will determine the eligibility of the contractor to bid. 20. COMPETENCY OF BIDDER A.)No bid will be accepted from or contract awarded to any person, firm or corporation that is in arrears or is in default to the City of Evanston upon any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation to said City, or had failed to perform faithfully any previous contract with the City. B.)The bidder, if requested, must present within forty eight (48) hours evidence satisfactory to the Purchasing and Contracts Manager of performance ability and possession of necessary facilities, pecuniary resources and adequate insurance to comply with the terms of these specifications and contract documents. 21. SPECIFICATIONS. Reference to brand names and numbers is meant to be descriptive, not restrictive, unless otherwise specified. Bids on equivalent items will be considered, provided the bidder clearly states exactly what is proposed to be furnished, including complete specifications. Unless the bidder specifies otherwise, it is understood the bidder is offering a referenced brand item as specified or is bidding as specified when no brand is referenced, and does not propose to famish an "equal." The City reserves the right to determine whether a subsitute offer is equivalent to, and meets the standard of quality indicated by the brand name and number. 22. SAMPLES.When samples of items are called for by the specifications, samples must be furnished free of expense, and if not destroyed in the evaluation process will be returned at the bidder's expense upon request. Request for the return of samples must accompany the sample and must include a UPS/Fed-Ex Pickup Slip, postage, or other acceptable mode of return. Individual samples must be labeled with bidder's name, invitation number, item reference, manufacturer's brand name and number. 23. REGULATORY COMPLIANCE. Each bidder represents and warrants that the goods or services furnished hereunder (including all labels, packages and containers for said goods) comply with all applicable standards, rules and regulations in effect under the requirements of all Federal, State, and local laws, rules and regulations as applicable, including the Occupational Safety and Health Act as amended, with respect to design, construction, manufacture, or use for their intended purpose of said goods or services. Each bidder must furnish "Material Safety Data Sheet' in compliance with the Illinois Toxic Substances Disclosure to Employees Act when required. 24. PRICING. The price quoted for each item is the full purchase price, including delivery to destination, and includes all transportation and handling charges, materials or service costs, patent royalties, and all other overhead charges of every kind and nature. Unless otherwise specified, prices shall remain firm for the contract period. 25. DISCOUNTS. Prices quoted must be net after deducting all trade and quantity discounts. Where cash discounts for prompt payment are offered, the discount period shall begin with the date of receipt of a correct invoice or receipt or final acceptance of goods, whichever is later. 26. INSPECTION. Materials or equipment purchased are subject to inspection and approval at the City's destination. The City reserves the right to reject and refuse acceptance of items which are not in accordance with the instructions, specifications, drawings or data of Seller's warranty (express or implied). Rejected materials or equipment shall be removed by, or at the expense of, the Seller promptly after rejection. 27. DISPUTES. Except as otherwise provided in this contract, any dispute concerning a question of fact arising under this contract, which is not disposed of shall be decided after review by the Purchasing and Contracts Manager, who shall issue a written decision and mail or otherwise furnish a copy thereof to the Contractor. The decision of the Purchasing and Contracts Manager shall be final and binding. 28. CATALOGS. Each bidder shall submit, when requested by the Purchasing and Contracts Manager, catalogs, descriptive literature, and detailed drawings, fully detailing features, designs, construction, appointments, finishes and the like not covered in the specifications, necessary to fully describe the material or work proposed to be famished. 29. TAXES. A.) Federal Excise Tax does not apply to materials purchased by the City of Evanston by virtue of Exemption Certificate No. A-208762, Illinois Retailers' Occupation Tax, Use Tax, and Municipal Retailers' Occupation Tax do not apply to materials or services purchased by the City of Evanston by virtue of Statute. B. The City of Evanston is exempt from Illinois Sales Tax by virtue of Exemption Identification number E9998-1750-04. C.)The City's federal tax ID number is 36-6005870. 30. PERMITS & FEES. All bidders awarded a contract must secure and pay for any licenses required by the City of Evanston. Necessary building permits will be required, but all permit fees will be waived and moneys for same must not be included in any bid. 7 31. ROYALTIES AND PATENTS. Seller must pay all royalties and license fees. Seller must defend all suits or claims for inkingement of any patent, copyright or trademark rights, and must hold the City harmless from loss on account thereof. 32. LOCAL PREFERENCE POLICY. The Evanston City Council reserves the right to award the contract to an Evanston :firrn if the firm's bid is within five (5%) percent of the low bid of a non -Evanston firm (see Exhibit III). 33. PREFERENCE TO CITIZENS. In accordance with the law and the provisions of Chapter 48, Sections 269-275 entitled "Preference to Citizens (Illinois) on Public Works Projects Act," the contractor will be required to give preference in employment to Illinois citizens. Prospective bidders shall thoroughly familiarize themselves with the provisions of the above -mentioned Act, and shall prepare any and all bids in strict compliance therewith. 34. COORDINATION OF EXISTING SITE WITH DRAWINGS. A.) Before submitting a bid, bidders shall carefully examine the drawings and specifications, visit the site, and fully inform themselves as to all conditions and limitations. B.) Should a bidder find discrepancies in, or omissions from the drawings or specifications, or shouldbe in doubt as to their meaning, the bidder should at once notify the Purchasing and Contracts Manager, who will issue necessary instructions to all bidders in the form of an addendum 35. POWER OF ATTORNEY. An Attorney -In -Fact, who signs any and all of the bond or contract bonds submitted with this bid, must file with eachbond a certified and effectively dated copy of their Power of Attorney_ These dates should be the same or after the date of the contract_ 36. WARRANTY. A.) The contractor warrants that all goods and services furnished to the City shall be in accordance with specifications and free from any defects of workmanship and materials: that goods furnished to the City shall be �. merchantable and fit for the City's described purposes, and that no governmental law, regulation, order, or rule has been violated in the manufacture or sale of such goods. B.) The contractor warrants all equipment furnished to be in acceptable condition, and to operate satisfactorily for a period of one (1) year from delivery of, or the completion of installation, whichever is latest, unless stated otherwise in the specifications, and that if a defect in workmanship and/or quality of materials are evidenced in this period, the Seller shall remit full credit, replace, or repair at City's discretion immediately, such equipment and/or parts that are defective at no additional cost to the City. C.) The contractor warrants to the City that each item furnished hereunder, and any component part thereof, will be new and in conformity with the specifications in all respects, unless otherwise specified, and is of the best quality of its respective kind, free from faulty workmanship, materials, or design, and installed sufficiently to fiiifill any operating conditions specified by the City. D.) The contractor shall repair or replace any item or component part thereof found not to be in conformity with this paragraph provided the City notified the Seller of such nonconformity within one (1) year after initial use or within eighteen (18) months after delivery, whichever occurs first. In the event Seller fails to proceed diligently to so replace or repair within a reasonable time after receipt of such notice, the City may undertake or complete such replacement or repair for Seller's account, and the seller will be responsible for any additional costs. Acceptance shall not relieve the seller of its responsibility. 37. INCURRED COSTS. The City will not be liable for any costs incurred by bidders in replying to this invitation for bids. 38. VARIANCES. Each bidder must state or listby reference any variations to specifications, terms and/or conditions set forth herein with its bid. 39. INDEMNIFICATION. Contractor must defend, indemnify, keep and hold harmless the City of Evanston, its officers, representatives, elected and appointed officials, agents and employees from and against any and all Losses, including those related to: l . injury, death or damage of or to any person or property; 2, any infringement or violation of any property right (including patent, trademark or copyright); 3. failure to pay or perform or cause to be paid or performed Contractors covenants and obligations as and when required under this Contract or otherwise to pay or perform its obligations to any subcontractor; 4. the City's exercise of its rights and remedies under this Contract; and 5. injuries to or death of any employee of Contractor or any subcontractor under any workers compensation statute. "Losses" means, individually and collectively, liabilities of every kind, including losses, damages and reasonable costs, payments and expenses (such as, but not limited to, court costs and reasonable attorneys' fees and disbursements), claims, demands, actions, suits, proceedings, judgments or settlements, any or all of which in any way arise out of or relate to the acts or omissions of Contractor, its employees, agents and subcontractors. Updated: 1/14/2008 8 At the City Attorney's option, Contractor must defend all suits brought upon all such Losses and must pay all costs arrd expenses incidental to them, but the City has the right, at its option, to participate at its own cost in the defense of any suit, without relieving Contractor of any of its obligations under this Contract. Any settlement roust be made only with the prior written consent of the City Attorney, if the settlement requires any action on the part of the City. To the extent permissible by law, Contractor waives any limits to the amount of its obligations to indemnify, defend or contribute to any sums due under any Losses, including any claim by any employee of Contractor that may be s-ubject to the Workers Compensation Act, 820ILCS 305/1 et seq. or any other related law or judicial decision (such as, Kotecki v. Cyclops Welding Corporation, 146 Ill. 2d 155 (1991)). The City, however, does not waive any lixiitations it may have on its liability under the Illinois Workers Compensation Act, the Illinois Pension Code or any other statute. The indemnities in this section survive expiration or termination of this Contract for matters occurring or arising clairing the term of this Contract or as the result of or during the Contractors performance of Services beyond the term.. Contractor acknowledges that the requirements set forth in this section to indemnify, keep and save harmless axed defend the City are apart from and not limited by the Contractor's duties under this Contract, including the insurance requirements set forth in the Contract. 40. DEFAULT. Time is of the essence of this contract and, if delivery or acceptable items or Tendering of services is not completed by the time promised, the City reserves the right, without liability, in addition to its other rights and remedies, to terminate the contract by notice effective when recieved by Seller, as to stated items not yet shipped or services not yet rendered and to purchase substitute items or services elsewhere and charge the Seller with any or all losses incurred_ The City shall be entitled to recover its attorney's fees and expenses in any successful actionby the City to enforce this contract. 41. LAW GOVERNING. This contract shall be governed by and construed according to the laws of the State of Illinois. In the event of litigation, the venue will be Cook County, Illinois. 42, EQUAL EMPLOYMENT OPPORTUNITY. A.) Inthe event ofthe contractor's noncompliance with any provision of'this Equal Employment Opportunity clause, the Illinois Fair Employment Practices Act, or the Fair Employment Practices Commission`s Rules and Regulations for Public Contracts, the contractor maybe declarednorr Tesponsr`ble and therefore ineligible for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations, and the contract may be canceled or voided in whole or in part, and such other sanctions or penalties maybe imposed orremedies invoked as providedby Statute or regulation. B.) Uuringthe performance of this contract, the contractor agrees as follows: 1.) That it will not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin or ancestry, or age or physical or mental handicap that does not impair ability to work, and further that it will examine ail j ob classifications to determine ifminoritypersons or women are underutilized and will take appropriate affirmative action to rectify any such under utilization. 2.) That, if it hires additional employees in order to perform this contract, or any portion hereof it will determine that availability (in accordance with the Fair Employment Commission's Rules and Regulations for Public Contracts) of minorities and women in the area(s) from which it may reasonably recruit and it will hire for each job classification for which employees are hired in such a way that minorities and women are not underutilized. 3.) That, in all solicitations or advertisements for employees placed by it or on its behalf, it will state that all applicants will be afforded equal opportunity without discriminationbecause of race, color, religion, sex, national origin or ancestry. 4.) That it will send to each labor organization or representative ofworkers with which it has or isbound by a collective bargaining or other agreement or understanding, a notice advising such labor organization or representative ofthe contractor's obligations under the Illinois Fair Employment Practices Act and the Fair Employment Practices Cormrissrods Rules and Regulations for Public Contracts. If any such labor organization or representative fails or refuses to cooperate with the contractor in its efforts to comply with such Act and Rules and Regulations, the contractor will promptly so notify the Illinois Fair Employment Practices Commission and the contracting agency and will recruit employees from other sources when necessary to fulfill its obligations there under. 5.) That it will submit reports as requirredby the Illinois Fair Employment Practices Commission's Rules and Regulations for Public Contracts, flirish all relevant information as may from time to time be requested by the Fair Employment Practices Commission or the contracting agency, and in all respects comply with the Illinois Fair EmployrnentPractices CoTmriissioVs Rules and regulations forPublic Contracts. 6..) That it will permit access to all relevant books, records, accounts and work sites by personmel of the contracting agency, the City Manager, the Cornmission and the Illinois Fair Employment Practices Commission for purposes of investigation to ascertain compliance with the Illinois Fair Employment Practices Act and the Fair Employment Practices Act and the Fair Employment Practices Commission's Rules and Regulations for Public Contracts. 7.) That it Updated: 1/14/2008 Will include verbatim or by reference the provisions of subsections (A) through (G) of this clause in every performance subcontract as defined in Section 2.10(b) of the Fair Employment Practices Commission's Relies and Regulations for Public Contracts so that such provisions will be binding upon every such subcontractor, and that it will also include the provisions of subsections (A), (E), (F), and (G) in every supply subcontract as defined in Section 2.10(a) of the Fair Employment Practices Commission's Rules and Regulations forPublic Contracts so thatsuch provisions wig be binding upon every such subcontractor. In the same manner as with other provisions ofthis contract, the contractor will be liable for compliance with applicable provisions of this clause by all its subcontractors; and further it will promptly notify the contracting agency and the Illinois Fair Employment Practices Commission in the event any subcontractor fails or refuses to comply therewith. In addition, no contractor will utilize any subcontractor declared by the Fair Employment Practices Commission to be non -responsible and therefore ineligible for contracts or subcontracts with, the State of Illinois or any of its political subdivisions or municipal corporations. 43. AFFIRMATIVE ACTION IN SUB -CONTRACTING (EXCERPT FROM RESOLUTION 59-R 73) "Contractor agrees that it shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. At the request ofthe City, Contractor shall furnish evidence of his or her compliance with this requirement ofminority solicitation. Contractor further agrees to consider the grant of subcontracts to said minority bidders on the basis of substantially equal bids in the light most favorable to said minority businesses. Contractor fimther affirms that in obtaining his or her performance and bid bonds, he will seek out and use companies who have records of, and/or who will make commitments to, the bonding of minority cnutracctors on arate basis Comparable to their bonding ofsimilar non minority contractors. The contractor maybe required to submit this evidence as part of the bid or subsequent to it." 44. MIWIEBE COALS' ' The City of Evanston has a goal of awarding 25% of its contracts to Minority -Owned, Women -Owned, and Evanston -based businesses (MIW/EBEs). All respondents must submit a letter on their company letterhead stating the proposed involvement of M/W/EBEs in completing a portion of the services required by the City. Please note: the City ofEvanston references 49 Code of Federal Regulations Part 26 to evaluate compliance with the provisions of its Specification for MIW/EBE Participation. Any questions regarding M/W/EBE compliance should be directed to Lloyd Shepard, Business Development Coordinator, at 847/448-8078 or 847-866-2935 (see attached M/WIEBE Specifications). 45. LOCAL EMPLOYMENT PROGRAM REQUIREMENTS In an effort to increase hiring of economically disadvantaged Evanston residents on certain City construction projects, the Contractor shall comply with the provisions of the City of Evanston's Local Employment Program - (LEP) set forth in Section 1-17-1 (C) of the Evanston City Code of 1979 as amended. The intent of the LEP is to have Evanston residents employed at the construction site as laborers, apprentices and journeymen in such trades as electrical, HVAC, carpenters, masonry, concrete finishers, truck drivers and other construction occupations necessary for the project. Any questions regarding LEP compliance should be directed to Lloyd Shepard, Business Development Coordinator, at 847/448-8078 or 847-866-2935 (see attached LEP Specifications), Updated: 1/14/2008 10 CITY OF EVANSTON GENERAL CONDITIONS SECTION 00200 1. BASIS OF AWARD A. The City of Evanston reserves the right to award a contract to the responsive and responsible bidder(s) who submits the lowest total bid, or to reject any or all bids and bidding, when in its opinion the best interest of the City will be served by such action.. The City reserves the right to consider the specified alternates in its evaluation of the bids. 2. UNIT PRICE BID A. The bidder is to submit a unit bid price for each bid line on the Bid Form which includes all costs incidental to performing the specified work. B. It is understood and agreed that the unit quantities given in the supporting pages are approximate only and the bidder shall verify these quantities before bidding as no claim shall be made against the City on account of any excess or deficiency in the same. C. Unit prices given in the supporting pages shall be used by the Owner and the Contractor for any subsequent changes in the contract. D. The quantities provided in the bid documents are approximate only and are subject to increase or decrease. Actual compensation to the CONTRACTOR shall be based upon the actual quantities multiplied by the unit prices bid for each item. The unit prices submitted herewith are for the purpose of obtaining a gross sum, and for use in computing the value of additions and deductions and for the purpose of determining the lowest BIDDER. Should there be a discrepancy between the gross sum bid and that bid resulting from summation of quantities multiplied by their respective unit prices, the latter shall apply. 1 PRE -CONSTRUCTION MEETING A. A pre -construction meeting will be scheduled for the successful Contractor at a date immediately following the award of the Contracts. 4. OUANTJTI IES A. Any quantities shown on the proposal Page are estimated only for bid canvassing purposes, the City has made a good faith effort to estimate the quantity requirements for the Contract term. The City reserves the right to increase or decrease quantities ordered under this contract. 5. CONTRACT PERIOD A. Bidder must agree to fully complete the work within the period specified herein after receipt of the purchase order/contract from the City. Updated: 1/14/2008 1 l 6. LIQUIDATED DAMAGES A. The Contractor roust commence work within 10 days of notice from the City and work must be completed within the specified contract period. In the event the work is not substantially completed within the specified period, then in addition to any remedies available to the City, the Contractor will pay to the City as indicated by the specifications for each calendar day beyond those dates, until substantial completion of the work has been achieved. This payment is for liquidated damages, in addition to any other damages that may be incurred by the City, and not as a penalty. All such liquidated damages may be applied against any moneys that may be due the contractor. B. Substantial completion shall be defined as the stage in the progress of the work when the work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the City can occupy or utilize the work for its intended use. Substantial Completion will be certified by the issuance of Certificate of Substantial Completion, to be issued by the City's representative, when the Contractor has satisfied the above statement and billed the City for a rninimurn of 90% of the total value of the work. 7. EXTENSION OF TIME A. Delays due to causes beyond the control of the contractor other than such as reasonably would be expected to occur in connection with or during the performance ofthe work, may entitle the contractor to an extension of time for completing the work sufficient to compensate for such delay. No extension of time shall be granted, however, unless the contractor shall notify the City in writing thereof; within. ten (10) days from the initiation of the delay and unless he shall, within ten (10) days after the expiration of the delay, notify the City in writing of the extension of time clammed on account thereof and then only to the extent, if any, allowed by the City. 8. PURCHASE ORDERICONTRACT A. Upon approval of the required bonds and insurance documents, the City will issue a Purchase ] Order to the Contractor for the contract amount. All Applications for Payment must reference the Purchase Order number. B. When it is necessary to issue a Change Order that increases/decreases the contract amount, a Change Order form will be issued and a modified Purchase Order will be issued reflecting the revised contract amount. C. When it is necessary to issue a Change Order that only increases/decreases the contract period, only a Change Order form will be issued establishing the revised contract period. 9. PAYMENT A. Progress payments will be made in accordance with "Applications for Payment" and "Prof ect Closeout" sections of the specifications, less a 10% retainage for each payment, which wili be held until final acceptance of the work by the City. Certification of each Application for Payment will be made by the City's representative. B. All payments will be made in accordance with Illinois Local Government Prompt Payment Act. Updated: 1/14/2008 12 10. DECISIONS TO WITHHOLD CERTIFICATIONS FOR PAYMENT A. The City may decide not to certify payment and may withhold payment in whole or in part, to the extent reasonably necessary to protect the City, if the quality of the work is not in accordance with the contract documents. lfthe City is unable to certify payment in the amount of the invoice, the City will promptly issue payment for the amount of the Work completed in accordance with the contract documents. The City may decide not to certify payment because: 1. defective work not remedied 2. third party claims filed or reasonable evidence indicating probable filing of such claims 3. failure of Contractor to make payments properly to Subcontractors for labor, materials or equipment 4. reasonable evidence that the work cannot be completed for the unpaid balance of the Contract Sum S. damage to the City or another contractor 6. reasonable evidence that the work will not be completed within. the Contract period and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay 7. persistent failure to carry out work in accordance with Contract Documents. 11. CHANGES 1N WORK. A. The City reserves the right to make changes in the plans and specifications by altering, adding to, or deducting from the work, without invalidating the contract. All such changes shall be executed under the conditions of the original contract, except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. B. No change shall be made unless a written Change Order and/or modified Purchase Order is issued by the City stating that the City has authorized the change, and no claim for an addition to the contract shall be valid unless so ordered. C. Whenever the quantity of any pay item as given in the proposal shall be increased or decreased, payment shall be made on the basis of the actual quantity completed at the unit price for such pay item named in the proposal. D. If such changes diminish the quantity of work to be done they shall not constitute a claim for damage or anticipated profits for the work deleted. If no pay item exists for the added work, the work shall be paid for: 1) By agreed upon unit prices 2) By agreed upon lump sum 3) Force account basis 12. DEDUCTIONS FOR UNCORRECTED WORK A. if the City deems it in -expedient to correct work damaged or not done in accordance with the contract, the difference in value, together with a fair allowance for damage shall be deducted from the contract amount due. The value of such deduction shall be determined by the City. Updated: 1/14/2008 13 13. CITY'S RIGHT TO TERMINATE CONTRACT A. _ The City reserves the right, in addition to other rights to ten-nination, to terminate the contract: 1. If the contractor shall be adjudged bankrupt; make a general assignment for the benefit of creditors; abandon or neglect the work; fail to make prompt payment to subcontractors, or for materials or labor; persistently disregard laws, ordinances or instructions of City; willfully violate, execute carelessly, or in bad faith any provisions of the contract; or if a receiver should be appointed on account of contractor's insolvency; or if the City is convinced that the work is unreasonably delayed, the City shall be entitled to terminate this contract, without prejudice to any other right or remedy, after giving the contractor seven (7) days written notice. 2. In the event of termination, the City shall be entitled to complete the work itself or by others. To this end, the City shall be entitled to take possession of and use the premises and any equipment and/or materials thereon. In such case the contractor shall not be entitled to receive any further payment until the work is finished. Ifthe unpaid balance of the contract price shall exceed the expense of finishing the work, such excess, less damages caused by delay, shall be paid to the contractor. If such expense exceeds unpaid balance, the contractor shall pay the difference to the City. 3. In the event of an emergency or threat to life, safety or welfare, the City shall have the right to terminate this contract without prior written notice. 4. In the event that sufficient funds to complete the contract are not appropriated by the Evanston City Council. 14. DEFAULT A. The City may, subject to the provisions of this section, by written notice of default to Contractor, terminate the whole or any part of this contract in any one of the following circumstances: 1. if the Contractor fails to perform the services within the time specified herein, or any extension thereof; or 2. if the contractor fails to perform any of the other provisions of this contract, or so fails to make progress as to endanger performance of this contract in accordance with its terms, and in either of these two circumstances does not cure failure within a period of 10 days (or such other extended period as the City may authorize in writing) after receipt of notice from the City specifying such failure B. In the event the City terminates this contract in whole or in part as provided in this section, the City may procure, upon such terms and in such manner as the City may deem apinvpi rate, services similar to those so terminated, and the Contractor will be liable to the City for any excess costs for such similar services. C. The Contractor will not be liable for any excess of costs if acceptable evidence has been submitted to the City that the failure to perform the contract was due to causes beyond the Updated: 1/14/2008 14 control and without fault or negligence of the Contractor. D. Contractors who default may not be considered for awards of future City contracts. 15. LIENS A. Neither the final payment nor any part of any retained percentages, shall become due until the contractor, if required, delivers to the City, a complete release of all liens arising out of this contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the releases and receipts include all the labor and material for which a lien could be filed, lf'any lien remains unsatisfied after all payments are made the contractor shall refund to the City all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and reasonable attorneys fees. 16. SEPARATE CONTRACTS A_ The City reserves the right to let other contracts in connection with this work. The contractor shall afford other contractors reasonable opportunity for the introduction and storage Of their materials and the execution of their work and shall properly connect and coordinate his work with theirs. if any part ofthe contractor's work depends for proper execution or results upon the work of any other contractor, the contractor shall inspect and promptly report to the City any defects in such work that render it unsuitable for such proper execution and results. His failure to so inspect and report shall constitute an acceptance of other contractor's work as fit and proper for the reception of his work. B. To insure the proper execution of bis subsequent work, the contractor shall measure work already in place and shall at once report to the City any discrepancy between the executed work and the drawings which will affect his work. 17. PROTECTION & SAFEGUARDS A.. Unless otherwise specified, the contractor, as a part of this contract, shall provide, erect and maintain temporary roads, fences, bracing, lights, warning signs, barricades, etc. necessary for the protection of the construction materials, adjacent property and the public. B. The contractor shall contact all utilities which will be affected by his operations and notify the owners of the utilities of his operations and their limits within. forty-eight (48) hours prior to beginning construction. The contractor shall be responsible for damage to utilities and shall, at his own expense, restore such property to a condition equal to that which existed before his work, as may be directed by the owners. C. The contractor shall protect all work and unused materials of this contract from any and all damage and shall be solely responsible for the condition of such work and materials. Updated: 1 /14/2008 is 18. USE OF PREMISES A. The contractor shall confine his apparatus, the storage of materials and the operations of his workers, to limits indicated by law, ordinances, permits or directions of the City. 19. MATERIAL STORAGE A. On -site areas may be designated for material/equipment storage. The contractor will assume all risk and liability associated with the storage of material/equipment at on -site locations. f►.I��ii �1 �li� I t� [H U: A. The contractor shall at all times keep the premises free from accumulation of waste material or rubbish caused by his employees or work and at the completion ofthe work he shall remove all his rubbish, tools, and surplus materials from the premises, leaving the area in a neat and Workmanlike condition. In case of dispute, the City may remove the rubbish and charge the cost to the contractor. 21. RESTORATION OF SITE A. Prior to final payment, contractor shall fully restore all property disturbed or damaged during the course of this work. This includes, but is not limited to public property (walks, curbs, roadways, trees, etc.) private property, utilities. This shall also include removal of temporary facilities erected during the course of this contract and restoration of these areas. B. All restoration work shall be subj ect to the approval ofthe City and shall restore the property to a condition at least equal to that existing prior to the start of this contract. C. All restoration work shall be accomplished at the sole expense ofthe contractor. 22. PREVAILING WAGES A. In accordance with the law and the provisions of Chapter 48, paragraphs 39S-1 inclusive, ofthe Illinois Revised Statutes 1985, as amended, entitled "Wages of Employees on Public Works", "a wage of no less than the general prevailing hourly rate as paid for work of a similar character in the locality in which the work is performed, shall be paid to all laborers, workers and mechanics employed by or on behalf of any and all public bodies engaged in public works." Prospective bidders shall thoroughly familiarize themselves with the provisions of the above -mentioned Act and shall prepare any and all proposals in strict compliance therewith. B. Certified PayToll Requirements in accordance with Public Act 94-0515, effective August 1, 2005 contractors and subcontractors on public works projects must submit certified payrolls on a monthly basis to the public body in charge ofthe construction proj ect, along with a statement affirming that such records are true and accurate, that the wages paid to each worker are not less than the required prevailing rate and that the contractor is aware that filing records her or she knows to be false is a Class B misdemeanor. Updated; 1/14/2008 16 f C. The certified payroll record must include for every worker employed on the public works project the name, address, telephone number, social security number, job classification, hourly wages paid in each payperiod, number ofhours worked each day, and starting and endingtime of work each. day. These certified payroll records are considered public records and public bodies must make these records available to the public under the Freedom of Information Act, with the exception of the employee's address, telephone number and social security number. Any contractor who fails to submit a certified payroll or knowingly files a false certified payroll is guilty of a Class B misdemeanor. 1 D. All certified payrolls shall be submitted in electronic format, preferably a PDF file. 23. CONTRACTOR REQUIREMENTS A. The Contractor shall abide by and comply with all local, State and federal laws and regulations relating to contracts involving public funds and the development/construction of public works, buildings, or facilities. The scale of wages to be paid shall be obtained from Mi nois Department of Labor and posted by the Contractor in a prominent and accessible place at the project work site. B. The Contractor certifies it has not been barred from being awarded a contract with a unit of State or local government as a result of a violation of Section 338-3 or 33E-4 of the Criminal Code of 1961(bid rigging or bid rotating). C. The Contractor certifies, pursuant to the Illinois Human Rights Act (775 ILCS 5/2-105), that it has a written sexual harassment policy that includes, at a minimum, the following information.: (1) the illegality of sexual harassment, (2) the definition of sexual harassment under State law, (3) a description of sexual harassment utilizing examples, (4) the Contractor's internal complaint process including penalties, (5) legal recourse, investigation and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission and directions on how to contact both; and (6) protection against retaliation as provided by Section 6-101 of the Illinois Human Rights Act. A copy of policy shall be provided to the Department of Haman Rights upon request. D. The Contractor shall abide by the "Illinois Preference Act" which stipulates that whenever there is aperiod of excessive unemployment in Illinois, defined as anymonth immediately following two (2) consecutive months during which the level of unemployment in Illinois exceeds five percent (51/o) as measured by the U.S. Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, the Contractor shall employ only Illinois laborers unless otherwise exempted as so stated in the Act. ("Illinois laborer" means any person who has resided in Illinois for at least 30 days and intends to become or remain an Illinois resident) Other laborers maybe used IF Illinois laborers are not available or are incapable ofperfornvng the particular type of work involved if so certified by the Contractor and approved by the project engineer and Illinois Department of Natural Resources. 24. SUBCONTRACTORS A. The term "Subcontract" means any agreement, arrangement or understanding, written or Updated: 1/14/2008 17 otherwise between a Contractor and any person (in which the parties do not stand in the relationship of an employer or an employee) for the furnishing of supplies or services or for the use of real or personal property, including lease arrangements, which, in whole or in part, is utilized in the performance of any one or more Contracts under which any portion of the Contractor's obligation under any one or more Contracts is performed, undertaken or assumed. B. The Bidder is specifically advised that any person, fircrt or party, to whom it is proposed*to award a Subcontract under this contract must be acceptable to the City. Approval for the proposed Subcontract Award cannot be given by the City until the proposed Subcontractor has submitted evidence showing that it has fully complied with any reporting requirements to which It is, or was, subject. C. The contractor, shall, within, ten. (10) days after award of the Contract, submit to the City in writing, names and addresses and respective amounts ofmoney for proposed contracts with Subcontractors/major suppliers. The City will review and may direct the Contractor that they t shall not employ any that are not acceptable as provided above. D. The subcontractor shall abide by and comply with all local, State and federal laws and regulations relating to contracts involving public funds and the development/construction of public works, buildings, or facilities. The scale of wages to be paid shall be obtained from IL. Dept. of Labor and posted by the Contractor in a prominent and accessible place at the project work site. PAYMENTS TO SUBCONTRACTORS Within seven days after receipt of amounts paid by the City for work performed by a subcontractor under this contract, the Contractor shall either: A. Pay the Subcontractor for the proportionate share of the total payment received from the City attributable to the work performed by the Subcontractor under this contract; or B. Notify the City and Subcontractor, in writing, of his intention to withhold all or apart of the Subcontractor's payment and the reason for non payment. The Contractor shall pay interest to the Subcontractor on all amounts owed that remain unpaid beyond the seven day period except for amounts withheld as allowed in item B. above. Unless otherwise provided under the terms of this contract, interest shall accrue at the rate of one percent per month. The Contractor shall include in each of its subcontracts a provision requiring each Subcontractor to include or otherwise be subject to the same payment and interest requirements as set forth above with respect to each lower -tier subcontractor. The Contractor's obligation to pay an interest charge to a Subcontractor pursuant to this provision may not be construed to be an obligation of the City. Updated: 1/14/2008 18 25. PERFORMANCE & MATERIAL AND LABOR BOND A. When required by the specifications herein, the successful bidder or bidders shall, within ten (10) calendar days after acceptance of the bidder's proposal by the City, furnish abond in the full amount of the contract from insurance companies having not less than a B+ Policyholders Rating from the most recent Alfred M. Best and Co., Inc. listing available. Certification of the insurance company's rating shall be provided prior to contract implementation and quarterly thereafter until contract completion. Should such rating fall below the required B+ level during performance of the contract, it will be the low bidder's responsibility to notify the City and provide a new bond from an insurance company whose 'rating meets the City's requirements. B. When required by the specifications herein, the successful bidder or bidders shall submit with the bid a bid bond. A letter of credit may be furnished in lieu of bonds if the following conditions are met: 1) The letter of credit must include an agreement that the bank will honor a demand by the City for payment due to Plaintiff because the work was not performed according to specifications. 2) The letter of credit must be in writing and signed by an authorized representative of the bank. 3) The letter of credit must expressly state that it is irrevocable for the entire contract period. 4) The letter of credit must be for the full amount of the Contract. C. The City may reject the use of letter of credit if the financial soundness of the issuing bank is found to be unacceptable. D. In the event that the bidder fails to furnish bonds or letter of credit in said period of fourteen (14) calendar days after acceptance of the bidder's proposal by the City, the City Manager may withdraw its acceptance of the bid and retain the bidder's deposit as liquidated damages and not as a penalty. IT BEING NOW AGREED that said sum is a fair estimate of the amount of damages that said City will sustain due to the bidder's failure to furnish said bond or letter of credit. 26. INDEIvIli= Contractor must defend, indemnify, keep and hold harmless the City of Evanston, its officers, representatives, elected and appointed officials, agents and employees from and against any and all Losses, including those related to: l . injury, death or damage of or to any person or property; 2. any infringement or violation of any property right (including patent, trademark or copyright); 3. failure to pay or perform or cause to be paid or performed Contractors covenants and obligations as and when required under this Contract or otherwise to pay or perform its obligations to any subcontractor; 4. the City's exercise of its rights and remedies under this Contract; and 5. injuries to or death of any employee of Contractor or any subcontractor under any workers compensation statute. Updated: 1/14/2008 19 "Losses" means, individually and collectively, liabilities of everykind, including losses, damages and reasonable costs, payments and expenses (such as, but not limited to, court costs and reasonable attorneys' fees and disbursements), claims, demands, actions, suits, proceedings, judgments or settlements, any or all of which in any way arise out of or relate to the acts or omissions of Contractor, its employees, agents and subcontractors. At the City Attorney's option, Contractor must defend all suits brought upon all such Losses and must pay all costs aazd expenses incidental to them, but the City has the right, at its option, to participate, at its own cost, in the defense of any suit, without relieving Contractor of any of its obligations under this Contract. Any settlement must be made only with the prior written consent of the City Attorney, if the settlement requires any action on the part of the City. To the extent permissible by law, Contractor waives any limits to the amount of its obligations to indemnify, defend or contribute to any sums due under any Losses, including any claim by any employee of Contractor that maybe subject to the Workers Compensation Act, 820 ILCS 305/1 et seq. or any other related law or judicial decision (such as, Kotecki v Cyclops Welding Corporation, 146 Ill. 2d 155 (1991)). The City, however, does not waive any limitations it may have on -its liability under the Illinois Workers Compensation Act, the Illinois Pension Code or any other statute_ .The indemnities in this section survive expiration or termination of this Contract for matters occurring or arising during the term of this Contract or as the result of or during the Contractors pqrform.auce of Services beyond the term.. Contractor acknowledges that the reT cements set forth in this section to indemnify, keep and save harmless and defend the City are apart from and not limited by the Contractor's duties under this Contract, including the insurance requirements set forth irz the Contract. 27. CONTRACTOR'S LIABELI Y II MF.ANCB A. THE CONTRACTOR SHAT L NOT COMMENCE WORK UNDER THIS CONTRACT UNTIL THEY HAVE OBTAINED ALL INSURANCE REQUIRED HEREIN AND SUCH INSURANCE HATS BEEN APPROVED BY THE CITY. Nor shall the contractor allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B . The City of Evanston shall be named as an additional insured on the policy of the contractor for whatever the policy limits are for the contractor, but in no event shall the Comprehensive General Liability limits be less than $ 3,000,000.00. C. If the contractor has more than one project for which he has a contract with the City of Evanston there shall be separate Certificates of Insurance naming the City as an additional insured on each separate policy D. In the event of accidents, injuries, or unusual events, whether or`not any injury occurred, the contractor shallprornptly fiumish the City`s Safety/Risk Management Director whiz copies of all reports of snchincidents. Updated: 1/14/2008 20 E. The contractor shall furnish one (1) copy of a certificate, with the City named as an additional insured, showing the following minimum coverage with insurance company acceptable to the City's Director of Safety and Risk Management. TYPE OF INSURANCE N 90VI YM INSURANCE COVERAGE Thirty day notice of cancellation required on all certificates Commercial General Liability including: 1. Comprehensive form 2. Premises - Operations 3. Explosion & Collapse Hazard 4. Underground Hazard 5. Products/Completed Operations Hazard 6. Contractual insurance With an endorsement on the face of the certificate that it includes the "Indemnity' paragraph of the specifications. 7. Broad Form Property Damage - construction projects only. 8. Independent contractors 9. Personal Injury. Automobile Liability Owned, Non owned or Rented Workmen"s Compensation and Occupational Diseases Employer's Liability Conseauent Death Each Occurrence $ 3,000,000 Bodily Injury and Property Damaze Aevreeate $ 3,000,000 The Insurance Certificate Must State That The Cltv Of Evanston are named as Additional Insured $ 500,000 $ 1,000,000 As required by applicable laws. END OF GENERAL CONDITIONS $500,000 Updated: 1/14/2008 21 28. DISCLOSURES AND POTENTIAL CONFLICTS OF INTEREST (30 ILCS 500/50- 35) The City of Evanston's Code of Ethics prohibits public officials or employees from performing or participating in an official act or action with regard to a transaction in which he has or knows he will thereafter acquire an interest for profit, without full public disclosure of such interest. This disclosure requirement extends to the spouse, children and grandchildren, and their spouses, parents and the parents of a spouse, and brothers and sisters and their spouses. To ensure full and fair consideration of all bids, the City of Evanston requires all Bidders including owners or employees to investigate whether a potential or actual conflict of interest exists between the Bidder and the City of Evanston, its officials, and/or employees. If the Bidder discovers a potential or actual conflict of interest, the Bidder must disclose the conflict of interest in its bid, identifying the name of the City of Evanston official or employee with whom the conflict may exist, the nature of the conflict of interest, and any other relevant information. The existence of a potential or actual conflict of interest does NOT, on its own, disqualify the disclosing Bidder from consideration. Information provided by Bidders in this regard will allow the City of Evanston to take appropriate measures to ensure the fairness of the bidding process. The City of Evanston requires all bidders to submit a certification, enclosed with this bid packet, that the bidder has conducted the appropriate investigation and disclosed all potential or actual conflicts of interest. By submitting a bid, all Bidders acknowledge and accept that if the City of Evanston discovers an undisclosed potential or actual conflict of interest, the City of Evanston may disqualify the Bidder (' and/or refer the matter to the appropriate authorities for investigation and prosecution. 2—! A CITY OF EVANSTON SPECIFICATION FOR MINORITY, WOMEN & EVANSTON BUSINESS ENTERPRISE PARTICIPATION I. POLICY A. It is the policy of the City of Evanston to provide contracting and subcontracting opportunities to Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and Evanston Businesses Enterprises (EBEs). In complying with these policies, Bidders should take affirmative steps to assure that MBEs, WBEs, and EBEs are used to supply equipment, products, construction -related services, and professional services. Please note: the City of Evanston references 49 Code of Federal Regulations Part 26 to evaluate compliance with the provisions of this Specification for M/W/EBE Participation. B. It is the policy of the City of Evanston that, in consideration of the award of this contract, the bidder should utilize Minority, Women and Evanston owned businesses to perform no less than 25% of the awarded Contract. The City of Evanston strongly encourages a minimum 3% utilization of EBEs (see attached Ordinance 8-0.01 for EBE definition). C. The documentation identified in item IV. A must be submitted for our records. D. M/W/EBE Contractor "Self Performance": In the event an MBE, WBE, and/or EBE is awarded the contract, the firm must perform no less than 25% of the total contract work with their own resources. For example, if the contract value totals $400,000 the MBE, WBE or EBE prime contractor must perform at least $100,000 of the job with its own labor, materials, etc. II. MBE, WBE and EBE Participation and Credit A. A list of firms located in Evanston is available from the City of Evanston's, Business Development Coordinator. The City of Evanston, however, makes no representation as to such firms' capabilities. Bidders should also consult the directories and lists of certified Minority and/or Women owned firms distributed by the following agencies: the City of Chicago, the Illinois Department of Transportation, the Women's Business Development Center, the Chicago Minority Business Development Council, Cook County, the Illinois Business Enterprise Program, Black Contractors United, Federation of Women Contractors or the Hispanic American Construction Industry Association. ALL MBE, WBE and EBE FIRMS SHOULD SUBMIT CERTIFICATION VERIFYING LEGITIMATE OWNERSHIP. B. An MBE's, WBE's and EBE's participation will be credited at 100% if used as: 1. A prime contractor 2. A joint venture partner with at least 25% interest M/W/EBE Specification 12-08-10 Z2- 3. A subcontractor using its own resources 4. An equipment lessor C. Material purchases from an MBE, WBE and/or EBE supplier, fabricator or manufacturer will be credited as follows: a. 60% of the subcontract value for materials from an MBE, WBE and EBE supplier that regularly deals the product in the normal course of business. b. 100% from an MBE, WBE and/or EBE manufacturer. C. 100% from an MBE, WBE and/or EBE fabricator; or from an MBE, WBE and/or EBE supplier that substantially alters or changes the material before resale to a contractor. D. Services such as surveying, site clean up and security will be credited at 100%. E. Other expenditures made to MBEs, WBEs and EBEs such as constraction management are subject to City approval in so far as they are allowable credits for participation in the project. III. PRE -CONTRACT AWARD OBLIGATIONS Bidders are required by the City of Evanston to advertise subcontracting opportunities in the Dodge Report or legal notice section of a newspaper of general circulation in the Chicago Metropolitan area such as, the Chicago Tribune or the Chicago Sun Times, for two consecutive days not less than 10 working days prior to the day of bid opening. The notice must include a definitive evaluation method for the proposals or quotations submitted by Minority, Women and Evanston firms. These criteria should not be restrictive or exclusionary (see "Suggested Advertisement for M/W/EBE Participation"). Please note: the requirement for advertising for M/W/EBE participation is waived if the bidden complies with the policy statement of Section I.B above without advertising. IV. PRE -CONTRACT AWARD EVALUATION OF MBE/WBE/EBE UTILIZATION A. To demonstrate compliance with the City of Evanston's MBE/WBE/EBE utilization policy, Bidders should provide the following items with their bid. FAILURE TO SUBMIT THE DOCUMENTATION OUTLINED IN ITEMS, A.l THROUGH A.S MAY CAUSE THE BID TO BE DETERMINED NON- RESPONSIVE AND REJECTED. 1. Bidder should submit a completed, signed and notarized affidavit entitled "Affidavit of MIKEBE Goal Implementation Plan." This form indicates the Bidder's intention to utilize MBEs, WBEs and EBEs in accordance with the policy outlined herein. This document also includes a declaration regarding the Prime's lack of controlling interest in the M/W/EBE firm. MMEBE Specification 12-08-10 23 2. "Certificate of Publication " setting forth the dates of publication and a copy of the Dodge Report Notice or the newspaper notice. 1 A completed and signed "Schedule of Additional M/W/EBE Subcontractors. " The plan includes a description, the percentage and the dollar value of the work to be performed by the scheduled MBE, WBE and/or EBE firms. Note: this Schedule should clearly demonstrate the aspirational goal of 25% MBE/WBE/EBE participation. 4. Completed, signed, and notarized "Letter of .Intent from M/W/ESE to Perform as a Subcontractor, Supplier, and/or Consultant and Affirmation ofM1W/EBE Status." This document must describe the work to be performed with the corresponding subcontract dollar amount. 5. Schedule C entitled "Affidavit of Joint Venture (MBE/WBE/EBE)" must be submitted for a joint venture between an MBE or WBE or EBE and a non MBE/WBE/EBE. This form need not be submitted if all joint venturers are MBEs, WBEs or EBEs. In such a case, a written joint venture agreement between the MBE, WBE and EBE partners must be submitted. In all proposed joint ventures, each MBE, WBE or EBE partner must submit a copy of their current Certification Letter. COPIES OF MBE AND WBE CERTIFICATIONS FROM VARIOUS AGENCIES SHOULD BE ATTACHED TO THE "SCHEDULE OF ADDITIONAL MIW/EBE SUBCONTRACTORS". ESE STATUS WILL BE VERIFIED BY THE CITY OF EVANSTON BUSINESS DEVELOPMENT OFFICE. OR BIDDERS MAY SUBMIT 6. A completed "M/W/EBE Participation Waiver Request" and the "Certification of Publication" as described in item 2 above. V. WAIVER REQUIREMENTS A. If the bidder has acted in accordance with the policy outlined herein, but is unable to achieve the required MBE/WBE/EBE participation, the Bidder roust seek a waiver or modification of the utilization percentage by submitting "M/W/EBE Participation Waiver Request." The City of Evanston's Business Development Coordinator (BDC) will determine if the request shall be granted. B. Upon request from the City, the Bidder has 10 calendar days to submit supporting. documentation for the waiver request to the BDC. The Bidder's failure to provide sufficient documentation to support the waiver or modification request will cause the bid/proposal to be found non -responsive by the City and the bid will be rejected. The documentation used in the consideration of the waiver request must include but not be limited to a summary of the contact made, copies of correspondence, phone logs and certified mail receipts, etc. C. For the MBE/WBE/EBE waiver or modification request to receive consideration, the following information must be submitted within the time frame noted above: Iv MERE Specification 12-08-10 Z4- 1. A narrative describing the Bidder's efforts to secure Minority, Women and Evanston Business Enterprise Participation prior to bid opening. 2. In instances where the Bidder has not received inquiries or proposals from qualified Minority, Women and Evanston owned businesses in response to the required advertisement prior to bid opening, the Bidder must provide a notarized affidavit attesting to this circumstance. 3. Names (of owners), addresses, telephone numbers, date and time of contact and method of contact of qualified Minority, Women and Evanston owned businesses who submitted proposals to the Bidder as a result of the advertisement but were not found acceptable. Detailed reasons and justifications for each non -acceptance must be provided. 4. Names (of owners), addresses, telephone numbers, date and time of contact of at least 15 qualified Minority, Women and Evanston owned businesses the , Bidder solicited for proposals for work directly related to the advertised Bid, prior to the bid opening. (Copies of letters and proof of mailing must be attached). The direct solicitation to businesses must include specific project information and the type of work sought. D. To determine whether or not the Bidder should be granted a waiver request, the City may, in addition to the information provided for in V.C. above, request verification that consideration was given to the following areas while the Bidder attempted to achieve MBE/WBE/EBE participation. 1. That the work slated for MBE/WBE/EBE participation is real in scope and was selected to increase the likelihood of achieving the stated utilization percentage; 2. That potential MBEs/WBEs/EBEs were negotiated with in good faith. 3. That conditions were not imposed on MBEs/WBEs/EBEs that were not also imposed on all other subcontractors; and 4. That benefits ordinarily conferred on subcontractors for the type of work were not denied to the MBEs/WBEs/EBEs. VI. POST -CONTRACT AWARD COMPLIANCE A. Within 15 calendar days after the Notice to Proceed has been issued to the Contractor, copies of subcontracts between the MBE or WBE or EBE and the prime contractor must be submitted to the BDC. M/W/EBESpecificalian 12-08-10 25 B. The Contractor shall utilize the MBEs, WBEs, and EBEs listed on "Affidavit of MIW/EBE Goal Implementation Plan" and submitted with the bid to provide the work, materials and/or services indicated, unless said firm(s) cannot provide the work, materials and/or services: In a timely manner for completion of the work in accordance with the project schedule; 2. To the standards of duality set forth in the Contract documents; or; 3. For the price originally quoted to the Contractor in preparing the Bid. 4. Because of substantial changes (approved by the City of Evanston) in the scope of work that will materially reduce or eliminate the scheduled work for the firms listed on the "Affidavit of MIW/EBE Goal Implementation Plan." S. A monthly M/W/EBE Participation Summary is required for projects that will exceed three months duration. The summary shall state in the upper right corner, the report number, the name of the general contractor, the project name and total cost. The report format, by columniation, should define prime contractors, their trades and the dollar amount of each executed contract. Further, MIW/EBE subcontractors shall be listed in conjunction with their primes, the dollar amount awarded for each executed contract and the M/W/EBE percentage. The dollar amount awarded to each classification, i.e., MBE/WBE/EBE should be itemized at the bottom of the Summary then aggregated to reflect the total dollar amount and percentage ofMWEBE participation (see MIW/EBE Participation Summary). Any and all proposed changes to the Schedule A, M/W/EBE Utilization Plan must be promptly reported to the BDC. Appropriate corresponding documentation must clearly explain the reasons for the change in accordance with the circumstances outlined in items VI. B1 to VI. B4 noted above. The explanation must set forth with particularity the Contractor's efforts to prevent any project -related delays or problems. The documentation shall also include information on any proposed substitutions and a plan demonstrating how the Contractor intends to meet the City of Evanston's M/W/EBE policy. The documentation will be reviewed for its acceptability and the Business Development Coordinator will outline any necessary corrective actions to be taken. If the contractor fails to initiate and complete such actions in a timely manner, the appropriate sanctions will be taken. The City of Evanston's decision regarding the Contractor's request for a change, acceptability of and corrective action to be and as taken shall be final. If there is inappropriate non -utilization or reduced utilization, the City of Evanston will advise the Contractor, in writing, of corrective actions to be taken. Again, if the MMEBH 5pccifrcat€on 12-08-10 2 6 Contractor fails to initiate and promptly complete such actions, the City of Evanston will institute appropriate sanctions. C. All payment requests made to the City of Evanston must include a cumulative WW/EBE Utilization Report on a monthly basis that will be forwarded to the M/W/EBE Business Development Coordinator. The reports must demonstrate compliance with the commitments or include an explanation as to when and how compliance will be achieved. The City may request additional information that demonstrates compliance including, but not limited to waivers of lien, invoices and delivery tickets. Failure to submit the requested information will result in the appropriate sanctions. VII. NON-COMPLIANCE Compliance with the MBE, WBE and EBE policy is considered at three stages: initial, interim, and final. Initial compliance includes the commitment to utilize the scheduled firms by including the required documentation at the time of bid submission. Interim compliance includes the utilization of these firms during the course of the project as verified with on site visits, monthly utilization reports, partial waivers of lien, etc. Final compliance is based upon the final amounts paid to the scheduled MBE, WBE and/or EBE as determined by all partial and/or final waivers of lien and/or cancelled checks, or other documentation as requested by the City and provided by the Contractor to indicate the scheduled firm(s) were utilized and compensated accordingly. Repeated failure to comply with commitments to achieve MBE, WBE and EBE utilization may result in a suspension of bidding privileges with the City of Evanston. Additionally, any matters that appear to be fraudulent will be referred to the Illinois Attorney General or other appropriate law enforcement agency or agencies. The City of Evanston maintains the right to review the books, records and files relative to MBE, WBE and EBE utilization on this contract and the Contractor agrees to promptly and fully comply with any and all such requests. Anv questions revardinz MBE. WBE and EBE compliance are to be directed to Llovd W. Shepard, Business Development Coordinator. at 847/448-8078 or email: lshenard cr,citvofevanston.ore. Assistance with identifying M/W/EBE caaabilities for construction trades. architects. engineers. landscapiniz, etc.. can be directed but not limited to MIW/EBE Construction, Contractor Assistance Organizations in the attached outline. Following below is Ordinance 50-0-10 Amending Title 1, "General Administration," Chapter 17, "Purchase, Sale, and Lease of Real and Personal City Property," Section 1, "Purchase of Goods or Services," of the Evanston City Code by Amending Subsection 1-17-1( C) of the Evanston City Code, "Local Employment Program", and adding Subsection 1-17-1(D), "Minority, Women and Evanston Business Enterprise (M/W/EBE) Goals". MMEB6 Specification 12-08-10 Z 7 M/W/EBE MONTHLY UTILIZATION REPORT The following Schedule accurately reflects the value of each MBEIWBEIEBE sub -agreement, the amounts of money paid to each to date, and this Pay Request. MBEIWBEIEBE FIRM TYPE AMOUNT AMOUNT AMOUNT SERVICES FIRM NAME (MBE/WBEI OF PAID THIS PAY PERFORMED EBE) CONTRACT TO DATE REQUEST THIS PAY REQUEST $ $ $ $ $ $ AMOUNT PAID TO PRIME CONTRACTOR: M/W/EBE Specification 32-08-10 2_8 SUGGESTED ADVERTISEMENT FOR MINORITY, 'WOMEN & EVANSTON BUSINESS ENTERPRISE PARTICIPATION* Notice to Minority. Women and Evanston Business Entemrise, as (Name of Company) (Address of Company) (Telephone) seeking qualified Minority, Women and Evanston Businesses for the City of Evanston Project for subcontracting opportunities in the following areas: All interested and qualified Minority, Women And Evanston Businesses should contact,_n writing, (Certified letter, return receipt recauested, Company Contact Person) to discuss the Subcontracting opportunities. All negotiations must be completed prior to the Bid opening date of *The advertisement must clearly state the method of evaluating the proposals or quotations, and the relative importance attached to each criterion. Bidders trust uniforxniy and objectively evaluate the proposals submitted by Minority, Women and Evanston business in response to the advertisement based upon the evaluation criteria stated in the advertisement. The evaluation criteria must not be restrictive or exclusionary. M/W/EBESpec ifcation 12-08-10 ? 1 M[W/EBE Particinati©n Summary Vame of Project: Gen. Contractor: Total Cost of Project: Sample MMEBE Participation Summary Accumulative Total Thrrt: Monthly Report: Prime or Subcontractor Description of Work Total Total M/W/EBE M/W/EBE 'Type Subcontra+ Subcontract Value Commitment Subcontractor Value (to date) (to date) Arch. Precast Cone. 100% WBE Masonry 100% MBE Caissons/Sheeting 13% ESE Concrete 22% ESE Structural Steel '17% WBE HM/Doors/Hardware 100% WBE Windows/Curtaln/wall 100% WBE Plumbing 5%p MBE Plumbing 32% MBE HVAC/Fire Protection 17% WBE HVACIFire Protection 5% MBE HVAC/Fire Protection 1 % MBE i Electrical 14% WBE Electrical 2% WBE Electrical 10% MBE Painting/VWC ESE Landscaping ESE Subtotal MBE (Minority -Owned Business Enterprise) Subtotal WBE (Woman -Owned Business Enterprise) Subtotal EBE (Evanston Business Enterprise) Total MIWIEBE Participation Total M/WIEBE Participation vs. Subcontracts Awarded I Total MIWIEBE Participation vs. Total Contracts Awarded MIWIEBF Specification 12-08-10 � 0 Construction Co ptractors' Assistance Organizations Association of Asian Construction Enterprises 333 N. Ogden Avenue Chicago, Illinois 60607 312-563-0746 312-666-1785 Fax Perry Nactachi Black Contractors United (BCU 400 West 76th Street, Suite 200 Chicago, Illinois 60620 773-483-4000 773-483-4150 Fax Email: bcunewera caameritech.net Florence B. Cox, Executive Director Chicago Minority Business Development Council 105 West Adams Street Chicago, Illinois 60603 312-755-8880 312-755-8890 Fax Shelia Hill, President Federation of Women Contractors 330 S. Wells, Suite 1 I10 Chicago, Illinois 60606 312-360-1122 312-360-0239 Fax Email: fwcchicago@aol.com Sandra Gidley, Administrator Hispanic American Construction Industry Association 901 W. Jackson Blvd., Suite 205 Chicago, Illinois 60607 312-666-5910 312-666-5692 Fax Attu: Paul Cerpa, Executive Director Email: ocemaOhaciaworks.org Gilbert Villegas, Associate Director Email: vville2as(o)haciaworks.org Women's Business Development Center 8 So. Michigan Avenue, Suite 400 Chicago, Illinois 60603-3302 312-853-3477 312-853-0145 Fax Email: wbdc@wbdc.org Carol Dougal, Director MMEBE Specification 12-08-10 3.I 02/01/2001 8-0-01. AN ORDINANCE Amending Section 1-17-1(B) of the "Purchase, Sale And Lease of Real and Personal City Property Ordinance" to Revise The Definition of "Evanston Business Enterprise" NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, IILINOIS: SECTION 1: That Section 1-1 7-1 (B) of the Evanston City Code of 1979, as amended, be and it hereby is further amended, by revising the definition of "Evanston. Business Enterprises", to read as follows: Section 1-17-1 (B): All contracts for the purchase of goods or services with entirely City funds shall be awarded to the lowest quote/bid price or lowest evaluated quote/bid price from a responsive and responsible Evanston Business Enterprise ("EBE") provided the EBE's quote/bid price does not surpass the lowest quote/bid price or lowest evaluated quote/bid price from a responsive and responsible nonlocal business by more than five percent (S%). Section 1-17--1 (13)(1): An ESE shall mean an entity which is located in or has one or more offices located in the City for a minimum of one year and which performs a "commercially useful function". (a) An EBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the EBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether an EBE is performing a commercial useful function, the City will evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the ESE credit claimed for its performance of 32- the work and other relevant factors. (b) An EBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of EBE participation. In determining whether an EBE is such an extra participant, the City will examine similar transactions, particularly those in which EBEs do not participate. (c) If an EBE does not perform or exercise responsibility for at least thirty percent (30%) of the total cost of its contract with its own work force, or the EBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, then it is not performing a commercially useful fimction. (d) When an EBE is presumed not to be performing a commercially useful function as provided in Subparagraph 1- 17-1 (B) (1) (C), the EBE may present evidence to rebut this presumption. The City may determine that the firm is performing a commercially useful function given the type of work involved and normal industry practices. Section 1-17-1 (B)(2): In determining whether a business has been located in Evanston for one year, the MWEBE Committee will consider the following: (a) Whether the vendor pays property and/or sales tames in Evanston; and (b) Whether the business entity's address or the address given on the Federal and/or State income tax return is within Evanston. (c) The date of issuance of an Evanston Business License. The City may waive the one-year requirement if the entity provides evidence of a substantial commitment to Evanston. Section 1-17-1 (B)(3): Businesses that maintain a distribution warehouse or which manufacture in Evanston will receive EBE credit of sixty percent (60%) and one hundred percent (100%), respectively. Those that do not maintain a distribution warehouse or manufacturing operation but have an office in Evanston will be considered a broker and receive a five percent. (5%) credit. Section 1-17-1 (B)(4): Eligibility as an EBE will be periodically reviewed and may be revoked at any time if the entity no longer meets the above 33 requirements. SECTION 2: That all ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 3 That this ordinance shall be in full Force and effect from and after its passage, approval, and publication in the manner provided by law. Introduced: February 1.2, 200I Adopted. February 26, 200I Ends Definition of ESE Remainder of Page Left Blank Intentionally 34 CITY OF EVANSTON SUPPLEMENTAL STANDARD SPECIFICATIONS SECTION 00800 TABLE OF CONTENTS SECTION PAGE SECTION 101 - DEFINITION OF TERMS ................................................. 22 SECTION 102 -ADVERTISEMENT, BIDDING, AWARD AND CONTRACT EXECUTION ....... ............................... ....... 25 SECTION 104 - SCOPE OF WORK ......................................................... 26 SECTION 105 - CONTROL OF WORK ..................................................... 26 SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ....... 30 SECTION 108 - PROSECUTION AND PROGRESS .................................... 39 SECTION 109 - MEASUREMENT AND PAYMENT ..................................... 41 3 5 SUPPLEMENTAL. STANDARD SPECIFICATIONS The Contract and Work shall be carried out in accordance with the Ordinances of the City of Evanston; the attached Plans; the Manual of Procedures for the Administration of the Sewer Permit Ordinance of the Metropolitan Water Reclamation District of Greater Chicago; the Illinois Department of Transportation's (IDOT) "Standard Specifications for Road and Bridge Construction, Adopted January 1, 2007", and their "Supplemental Specifications and Recurring Special Provisions, Adopted January 1, 2007," (hereinafter called "the Standard Specifications"); the Standard Specifications for Water and Sewer Construction in Illinois (latest edition); the "State of Illinois Manual on Uniform Traffic Control Devices"; the Supplemental Specifications; and, the following Supplemental Standard Specifications. The term "Supplemental Standard Specifications" is used in these Contract Documents to indicate the requirements of this Section. The Plans, Standard Specifications, Supplemental Standard Specifications and Supplemental Specifications are complementary and in case of a discrepancy, the provisions of Article 105 of the Standard Specifications as modified herein shall govern_ References in the Standard Specifications or the Standard Specifications for Water and Sewer Construction in Illinois to items outside the scope of the Work shall be disregarded. Qualitative provisions for such items shall remain in force as applicable to this Work. The following Supplemental Standard Specifications supplement and/or modify the corresponding numbered section of the Standard Specifications. The Supplemental Specifications provide specifications not covered by the Standard Specifications or major modifications or additions to specifications covered by the Standard Specifications. Before any materials are incorporated into the Work, the Contractor shall verify that the materials meet the requirements of the Specifications and shall furnish necessary certifications that they meet the Specifications. SECTION 101 -DEFINITION OF TERMS, 1. Add the following sentences to Article 101.16: "The Engineer will have the rights and authority assigned in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents." 2. Add the following sentence to Article 101.28. "The terms `Plans' and `Drawings' have like meaning and are used interchangeably in the Contract Documents." 3. Add the following sentence to Article 101.29: "The terms `Proposal' and `Bid' have like meaning and are used interchangeably in the Contract Documents." 4, Add the following sentence to Article 101.30, "The terms `Proposal Guaranty' and `Bid Bond' have like meaning and are used interchangeably in the Contract Documents." 5, Add Article 101.56, which shall read as follows: "101.56 Addenda. Written or graphic instruments issued prior to the execution of the Agreement which modify or interpret the Contract Documents, Drawings, and Specifications, by additions, deletions, clarifications or corrections." 6. Add Article 101.57, which shall read as follows: "101.57 Award Authority. The terms 'State, Department, Council, City, Village, Owner, Municipality' or other words used to describe the Awarding Authority in these documents and the Specifications shall be interpreted to mean the City of Evanston." 7. Add Article 101.58, which shall read as follows: "101.58 Bonds. Bid, Performance, and Payment Bonds and other instruments of security, furnished by the Contractor and his surety in accordance with the Contract Documents." 8. Add Article 101,59, which shall read as follows: "101.59 Change Order. A written order to the CONTRACTOR authorizing an addition, deletion or revision in the WORK within the general scope of the CONTRACT DOCUMENTS, or authorizing an adjustment in the CONTRACT PRICE OR CONTRACT TIME." 9. Add Article 101.60, which shall read as follows: "101.60 Contract Price. The total monies payable to the CONTRACTOR under the terms and conditions of the CONTRACT DOCUMENTS." 10. Add Article 101.61, which shall read as follows: "101.61 Drawings. The part of the CONTRACT DODUUMENTS which show the characteristics and scope of the WORK to be performed and which have been prepared by or approved by the ENGINEER." 11. Add Article 101.62, which shall read as follows: "101.62 Field Order. A written order effecting a change in the WORK not involving an adjustment in the CONTRACT PRICE or an extension of the CONTRACT ITEM, issued by the ENGINEER to the CONTRACTOR during construction." �7 12. Add Article 101.63, which shall read as follows: "101.63 Purchase Order. Written communication issued by the OWNER to the CONTRACTOR authorizing him to proceed with the WORK and establishing the date of commencement of the WORK." 13. Add Article 101.64, which shall read as follows: "101.64 Project. The undertaking to be performed as provided in the CONTRACT DOCUMENTS." 14. Add Article 101.65, which shall read as follows: "101.65 Shop Drawings. All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the CONTRACTOR, a SUBCONTRACTOR, manufacturer, SUPPLIER or distributor, which illustrate how specific portions of the WORK shall be fabricated or installed." 15. Add Article 101.66, which shall read as follows: "101.66 Substantial Completion. That date as certified by the Engineer when the construction of the Project is sufficiently completed, in accordance with the Contract Documents, so that the Project can be utilized for the purposes for which it is intended. For this project, substantial completion shall be accomplished when all work is completed except placement of sod and punch list items. 16. Add Article 101.67, which shall read as follows: "101.67 Supplemental Standard Specifications. Modifications to the Standard Specifications." 17, Add Article 101.68, which shall read as follows: "101.68 Supplier. Any person or organization who supplies materials or equipment for the Work, including that fabricated to a special design, but who does not perform labor at the site." 18. Add Article 101.69, which shall read as follows: "101.69 Written Notice. Any notice to any party of the Agreement relative to any part of the Agreement in writing and considered delivered and the service thereof completed, when posted by certified or registered mail to the said party at his last given address, or delivered in person to said party or his authorized representative on the Work." AP11 SECTION 102 —ADVERTISEMENT, BIDDING, AWARD AND CONTRACT EXECUTION Delete Article 102.01 and replace it with the following: "102.01 Procedures to be in Accordance with Rules. The procedures for the advertisement, bidding, award and contract execution shall be in accordance with these Specifications." 2. Add Article 102.02, which shall read as follows: "102.02 Examination of Site. Soil borings for some of the project areas are available from the City of Evanston. Contact Sat Nagar, PE - Senior Engineer at 847-866-2924. There is no warranty or guaranty, either expressed or implied, that the provided subsurface information will disclose the actual conditions which will be encountered during the progress of the Work. Bidders shall examine the site, interpret or disregard subsurface information as they see fit, and arrive at their own conclusions regarding the nature, character, quality, and quantity of subsurface conditions likely to be encountered. By submitting their Bids, Bidders attest that they have fully complied with these requirements and made their own conclusions regarding subsurface conditions, which are reflected in their Bids. Bidders further attest that, should they be awarded construction Contract(s) for the Project, they shall neither have nor assert against the Owner or Engineer any claims for damages, for extra work, or for relief from any obligation of this Contract based upon deficiencies in the subsurface information provided or failure by the Owner to furnish other subsurface information or knowledge in Owner's or Engineer's possession, if any. Bidders will be permitted to make test borings, test pits, soundings, or other investigations on the site of the Work which they so desire subject to approval by the Owner. Bidders wishing to make such investigations shall coordinate the intended site investigations with Sat Nagar, PE, Senior Engineer, Engineering Section, Division of Transportation, City of Evanston; forty-eight (48) hours notice prior to the intended investigation will be required. Bidders shall be responsible for coordination with NLIE and other utility companies, and shall be required to have an insurance coverage as indicated in the specifications with the Owner and Engineer as additional insured on a non-contributory basis. It shall be understood that the party or parties receiving such approval shall assume all risks and liability contingent thereto, and shall be responsible for :restoring the site to its original condition before the investigation, including site clean-up." 39 SECTION 104 - SCOPE OF WORK Delete Article 104.04 and replace it with the following: "104.04 Maintenance of Detours. Maintenance of Detours that may be required in the Work shall be performed by the Contractor. Work shall be performed in accordance with Section 00800 Supplemental Standard Specifications Section 107. The cost for maintenance of detours shall be in accordance with Section 01010 of the Supplemental Specifications. The Owner must approve all detours and road closures. Such approval will not be unreasonably withheld, but all requests must be submitted with supporting data such as the projected duration of the closure and detour routes. The Owner may require the use of signage with specific street names identifying the detour route." 2. Delete Article 104.05 in its entirety. 3. Add Article 104,08, which shall read as follows: "104.08 Intent of Plans and Specifications. Any minor work not specifically mentioned in the Specifications or not shown on the Plans, but necessary for the proper completion of the Work shall be considered as being a part of and included in the Contract and shall be executed in the proper manner, and the Contractor shall not be entitled to extra or additional compensation for the same." 4. Add Article 104.09, which shall read as follows: "104.09 Record Plans (Record Drawings). The Contractor shall keep a complete up-to- date record of the actual construction of the Work in accordance with Section 01300 of the Supplemental Specifications." SECTION 105 - CONTROL OF WORK 1. Add the following paragraph to Article 105.01 "The Engineer shall have no authority to suspend the Work, wholly or in part, for any reason. All rights conferred onto the Engineer for suspending the Work by Standard Specification Articles 105.01 and 108.07 shall be the sole right of the Owner." 2. Delete Article 105.05 and replace with the following: "The documents forming the Contract Documents, as listed in the Agreement, are complementary, and the work called for by one is as binding upon the parties as if it was called for by all. In the event of conflict between the Contract Documents, the interpretation of the Engineer shall govern. Generally, the Engineer will resolve conflicts in a manner which will yield the greater quality in the Work. In the interpretation of any conflict between the Contract Documents, the following order of precedence shall govern: • Evanston General Conditions — Section 00200 • Agreement — Section 20500 • Bid Form — Section 20300 • Addenda • Instruction to Bidders — Section 00100 • Supplemental Standard Specifications — Section 00800 • Supplemental Specifications • Drawings/Plans • Standard Specifications — Illinois Department of Transportation • Other Referenced Specifications • Other documents included in the Contract Documents by specific reference in the Agreement." 3. Delete the first paragraph of Article 105.06 and replace it with the following: "The Contractor will be furnished, free of charge, 5 fall -size sets of Drawings, and 5 sets of the Contract Documents. Any additional fall size sets or random sheets will be furnished at a cost of $3.00 per drawing sheet and $0.50 per Contract Document sheet. The IDOT Standard Specifications will not be furnished and the Contractor shall obtain those specifications on his own directly from IDOT." 4. Add the following paragraphs to Article 105.06: "On or within fifteen (15) calendar days from the date on the Purchase Order, the Contractor shall identify the person who will act as Project Superintendent in writing to the OWNER. The Project Superintendent is required to attend monthly meetings to discuss the Project status." 5. Add the following sentences to the first paragraph of Article 105.07: "The Drawings depict the locations of various existing underground utilities, including gas mains, electric duct lines, telephone lines, cable TV lines, sewers, and water mains. The information shown on the Drawings has been determined from the best available information, including field surveys and/or the records of the parent utility companies. Such information may or may not be accurate. Other underground utilities may also be present. As such, the Owner and Engineer assume no responsibility in the event that, during construction, utilities other than those shown are encountered or that actual locations of those utilities shown are different from the locations designated on the Drawings. 6. Delete Article 105.07 Paragraph (b) in its entirety and replace with the following: "Unknown Utilities. The requirements stated above for known utilities shall apply to unknown utilities. No compensation will be allowed for delays caused by unknown utilities. 41 De-finition. An unknown utility is defined as an active or inactive underground transmission facility (excluding service connections) which is neither (a) shown in any way in any location on the plans, and (b) included in the proposal." 7. Delete Article 105.09 of the Standard Specifications and replace it with the following: "105.09 Survey Control Points. The primary vertical and horizontal control points for the Work are shown on the Drawings. Using this reference control, the Contractor shall take the necessary topography, locate all earthwork and structures, and establish all grades necessary for the accomplishment of the Work. The Contractor shall carefully preserve all marks, reference points and stakes established, and, in the case of their destruction, such points, marks or stakes shall be replaced by the Contractor at his expense. The Contractor shall also be responsible for any mistakes caused by their loss or disturbance. Any monuments that are disturbed by construction operations shall be reset by the Contractor in accordance with generally accepted engineering and surveying practice. Property corners, fences, or any other indications of property lines shall be referenced by the Contractor prior to construction and reset by the Contractor after completion of construction in accordance with generally accepted engineering and surveying practice. Prior to establishing the working control, the Contractor shall provide, at the Engineer's request, sufficient copies of an illustration of the working control relative to pertinent construction. The Engineer will check all forms prior to placing concrete. All checking by the Engineer will be independent. The sole intent of the Engineer's checking of working controls, forms and other references shall be to provide greater assurance to the Owner that the Work, when completed, will be in General conformance with the Contract Documents. The Contractor shall be solely responsible for the correctness and adequacy of Work controls." 8. Delete Article 105.10 and replace it with the following: "1.05.10 Authority of Engineer, The Engineer, as the Owner's representative, will administer the Contract and observe, survey, monitor, and judge the performance of the Contractor. The Engineer will perform technical inspections of work performed by the Contractor and shall have authority to reject, in writing, all work and materials which do not comply with the Contract Documents. The Engineer, as the Owner's representative, will interpret the Contract Documents. The Engineer will decide questions which arise in the execution of the Work or in the interpretation of the Contract Documents. The Engineer's decision or interpretations shall be final, unless the Contractor appeals to the Owner in writing within fifteen (15) calendar days after the decision or interpretation. Neither the Engineer's authority to act under this Section, or elsewhere in the Contract Documents, nor any decision made by the Engineer in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of the Engineer to the Contractor; any Subcontractor; any supplier, manufacturer, fabricator, distributor, vendor, or any other person or organization performing any of the Work, or to any surety for any of them. The use of terms, such as, but not limited to: "approval", "judgment", "requirement", or "direction" shall not be effective to assign to the Engineer any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions herein; shall not be construed in any manner to relieve the Contractor of any of its responsibilities under the Contract Documents; nor, shall be construed to create duties on the part of the Engineer or the Owner toward the Contractor. The Engineer will not be responsible for the Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, and the Engineer will not be responsible for the Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. The Engineer will not be responsible for the acts or omissions of the Contractor or of any Subcontractor; any supplier, manufacturer, fabricator, distributor, vendor, or of any other person or organization performing or furnishing any of the Work. It is agreed and understood that the Contractor is solely responsible for supervising the Work and for safety at the site of the Work as provided for in Article 105.14." 9. Delete Article 105.11 in its entirety. 10. Add the following paragraph to Article 105.12: "The Contractor agrees that representatives of the Owner, Engineer, Illinois Environmental Protection Agency, and the Metropolitan Water Reclamation District of Greater Chicago shall have access to the Work whenever it is in preparation or progress and that the Contractor shall provide facilities for access and inspection." 11. Add Article 105.14, which shall read as follows: "105.14 Jab -Site Safety. The Contractor is solely responsible at all times for safety at the job site. The Contractor shall implement whatever protection measures are necessary to fully protect his work forces, the work forces of his suppliers and subcontractors, and the general public from construction activities. Any and all safety regulations and other provisions of applicable Federal, State and local laws and building and construction codes shall be observed. The Drawings do not include standards or guidelines for construction safety. The Contractor shall be responsible for the adequacy and safety of all construction methods and the safe prosecution of the Work, including, but not limited to: forms, false work, scaffolding, trench protection, protective barricades, protective rails, and warning lights. It is expressly stipulated that any examination and/or approval by the Engineer of the Contractor's plans for such items as well as for any other items needed for the prosecution of the Work will cover only general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Such examination and/or approval by the 43 Engineer shall not relieve the Contractor firom full and complete responsibility for safe prosecution of the Work at all times and for obtaining satisfactory results. Requirements for safety -related work tasks presented in Project Drawings and Specifications, such as traffic control, represent the minimum level of protection which must be implemented. Depending on the Contractor's means and methods, these protection measures may or may not be fully adequate to protect Project work forces or the general public. As such, the Contractor is solely responsible for and is required to implement whatever additional protection measures may be necessary to fully protect the Project work force and the general public. Nothing in the foregoing paragraphs shall be construed as relieving the Contractor from full responsibility for safe prosecution of the Work at all times. In the event the Owner, Engineer or their representatives are held by a court or administrative body to be liable for personal injuries or damages to property arising from deficiencies in job -site safety, the Contractor shall promptly indemnify and hold them harmless there from." 12. Add the following Article 105.15, which shall read as follows: "105.15 Official Contact. All official notices required to be delivered to the City of Evanston under the terms of this Contract shall be sent to the following representative of the City: Sat Nagar, PE Senior Engineer, Engineering Section Division of Transportation 2100 Ridge Avenue, Evanston, IL 60201 (847) 866-2924 SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC 1. Delete the first paragraph of Article 107.04 and replace it with the following: "Owner will obtain approvals of the construction plans from the Illinois Department of Transportation (IDOT), Metropolitan Water Reclamation District of Greater Chicago (MWRD or MWRDGC) and the Illinois Environmental Protection Agency (IEPA). The Contractor shall at his own expense obtain all required construction permits, licenses, insurance, and other appurtenant approvals or permissions for the execution of this Work; give all necessary notices; pay all fees required; fulfill all permit requirements, including construction standards, bond requirements, and insurance requirements; and, comply with all rules, regulations, ordinances, and laws relating to the Work and to the preservation ofpublic health and safety." 2. Add the following sentences to Article 107.08: "Suitable toilet facilities shall be provided at the job site. The facilities and the location of same shall be approved by the Owner and shall be kept in a clean and sanitary condition. Sanitary sewer manholes or construction trenches may not be used for toilet facilities." 3_ Delete the first sentence of Article 107,09 and replace it with the following: "The Contractor shall notify the Engineer at least thirty (30) days in advance of the starting of any construction work which might in any way inconvenience or endanger traffic, so arrangements can be made, if necessary, for closing the road and providing suitable detours." 4. Add the following paragraphs to Article 107,09: "The Contractor shall identify and obtain, at their own expense, other sites for storage of materials and equipment. Sites shall be approved by the Owner and shall conform to City zoning and land use regulations. Contractors shall confine all work activities to the public right-of-ways. If, for their convenience, Contractors wish to conduct work activities outside public right-of-ways, including storage of equipment and materials, Contractors shall obtain written permission from affected property owners prior to proceeding with these work activities. Costs of obtaining permission, permits, easements, site preparation, site maintenance, site restoration, and all other expenses associated with work outside right-of-ways and easements shall be borne by the Contractors at no additional expense to the Owner. Construction materials may not be placed or stored along City streets and other public areas more than five (5) calendar days prior to their planned incorporation into the Project. Excess materials to be incorporated into the Project, including pipe, backfill materials, and other construction materials, not incorporated into the Project shall be removed from the construction site by the end of each day and shall be disposed of in accordance with these Specifications. Temporary storage of materials shall not interfere with curb line storm drainage. Reclaimed construction materials shall be moved to the Contractor's storage areas. Excess spoils shall be removed at the end of each day. Excess construction equipment not actively engaged in daily work operations shall be stored only in the Contractor's storage areas and not along City streets. Tracked construction equipment shall be moved from place to place in the City only on rubber -tired trailers. "Walking" of tracked equipment between construction areas is expressly prohibited. Refueling trucks shall not be parked on City streets and shall be returned to the Contractor's storage area when not in use. The Contractor shall provide off-street parking for personal vehicles belonging to his employees, supplier's employees, and subcontractor's employees. These vehicles may not be parked along City streets or in Work areas. No trailers and/or connex containers will be allowed to be stored on/in the City of Evanston R.O.W. Electrical power for construction operations outside normal project hours shall be obtained through temporary power drops from Commonwealth Edison facilities. The Contractor shall not use engine -driven generators for power at work sites or use other engine -driven equipment outside normal project work hours, including, but not limited to: pumps and compressors, except in emergency situations. M The Contractor shall provide receptacles as necessary at construction areas for depositing waste paper and garbage; and, shall empty these receptacles regularly. The Contractor shall keep the construction site and his storage sites neat and shall promptly clean up any debris, which accumulates. All waste materials shall be hauled to a legal waste disposal site of the Contractor's choice. The Contractor shall conduct his operations so that access to homes and other buildings is maintained at all times when Contractor is not working at that specific location. The Contractor shall cooperate in efforts to notify home and other building owners as to when direct vehicular access to their property will be curtailed and the approximate length of time of such curtailment. Written and/or vocal notification shall be given to affected residents or tenants of the properties not less than 24 hours prior to access curtailment. The Contractor shall maintain access for emergency vehicles to all parts of the construction area at all times. Where water service connections are made, the Contractor shall not place spoil on the parkway. The Contractor shall provide for and maintain the flow in all sewers, drains, building or inlet connections and all water -courses which maybe met with during the progress of the Work. He shall not allow the contents of any sewer, drain, or inlet connection to flow into trenches, sewers, or other structures to be constructed under the Contract and shall immediately remove and cart away from the vicinity of the Work all offensive matter. The Contractor shall not disrupt the function of individual sanitary services for more than four continuous hours. If construction operations are anticipated to disrupt individual services for more than four hours, the Contractor shall provide for temporary sanitary service for the duration of the disruption. The Contractor shall provide for and maintain the flow in all water mains or services which may be met with during the progress of the Work. When water mains or services are to be disturbed to the extent that the water will be shut-off, the City of Evanston Water & Sewer Department and all parties being served by the lines involved shall be notified in accordance with Article 561.03, giving them the time and duration of the shut-off period. In cases involving disruption of fire hydrants, the City of Evanston Fire Department shall also be notified in accordance with Article 561.03. The Contractor shall not disrupt the function of individual water services for more than four continuous hours. If construction operations are anticipated to disrupt individual services for more than four hours, the Contractor shall provide for temporary water service for the duration of the disruption. The Contractor shall promptly notify the proper utility company and all other effected parties of any damage to water, gas, electric, telephone, sewer, and other utility lines and connections caused by the Contractor's operations. The damage shall be immediately repaired at the Contractor's expense. In the case of an accidental breaking of a water main or service line, the repairs of such a break shall have priority over all other operations. The parties whose services are affected by the break shall be notified at once and all assistance given to supply emergency water where necessary by temporary lines, tank truck, or other means. The Contractor shall maintain an appropriate inventory of the materials for emergency repairs. In the case of an accidental breakage of a street light cable, the M R. Contractor shall submit for approval a licensed electrical contractor to repair any and all damage to the existing street light cables. The Contractor shall not allow travel upon any street, park, roadway, or alley to be hindered or inconvenienced needlessly, nor shall the same be wholly obstructed without the written permission of the Owner thereof: No construction vehicles shall be driven through or shall be parked in alleys unless so approved by the Engineer. Construction traffic shall be routed on major City through -streets. Construction traffic on minor streets shall be limited as much as is practical. All street closures must be approved by Engineer. When traffic must be obstructed, the Contractor shall provide proper traffic control as accepted by the Engineer and Owner by placing clearly worded signs announcing such fact with proper barricades, at the nearest cross -streets on each side of such obstructed portion, where travel can pass around the obstruction in the shortest and easiest way. "No parking" signs must be approved by the Engineer and must be POSTED AND DATED at least 48 hours before the intended date of use. "No Parking„ signs are to be purchased from the Owner. If vehicles are still parked in "No Parking" areas identified by the Contractor, the Contractor shall notify the Engineer who will contact the Evanston Police to have the vehicles towed away. No towing of vehicles shall be done by the Contractor. Driveways to fire department buildings, driveways to medical buildings, and driveways to businesses required for continuance of their commerce shall be kept open and maintained in passable conditions at all times unless modified by agreement between. the Contractor and the property owner. All agreements between the Contractor and private property owners must be in writing to be considered binding. The Contractor shall give reasonable notice to the owners of all private driveways before interfering with there. Daily construction operations shall be terminated at such locations that the operations of driveways are not obstructed. Driveways shall be passable between the hours of 6:00 p.m. and 9:00 am. 5. Add the following paragraphs to Article 107.15: "The Contractor shall utilize a mechanical street sweeper to clean streets affected by the Contractor's operations, including haul routes, at least twice per week and additionally as directed by the Engineer. The street -sweeper shall be a full-sized, municipal -type sweeper having dust collection and street washing capabilities. If, in the opinion of the Engineer, dust becomes a problem despite the normal cleanup measures of street sweeping, the Contractor shall wash down the pavement, spread calcium chloride as a palliative, or re -sweep streets as necessary, all at no additional cost to the Owner. The Contractor shall keep sufficient quantities of calcium chloride on site, for use as directed by the Engineer for dust control. 6. Delete Article 107.17 and replace it with the following: "107.17 Use of Explosives (a) General (b) Blasting and other uses of explosives will not be permitted under this Contract." 47 7. Delete Article 107.18 and replace it with the following: "107.18 Use of Fire Hydrants. If the Contractor desires to use water from hydrants, he shall fill out an application to the City of Evanston Water & Sewer Department and shall conform to the municipal ordinances, rules, or regulations concerning their use. The Contractor shall obtain a use permit for each hydrant, and shall operate the hydrant properly. The Contractor is required to use an RPZ or appropriate back flow prevention device subject to approval of the City. There is a $300 deposit on the fire hydrant and all borrowed equipment. Water shall be furnished from hydrants at no cost to the Contractor. However, the Contractor shall restore any damage to the hydrant caused by his use, including settlement. Fire hydrants shall be accessible at all times to the Fire Department. No material or other obstructions shall be placed closer to a fire hydrant than permitted by municipal ordinances, rules or regulations, or within five (5) feet of a fire hydrant, in the absence of such ordinances, rules or regulations." 8. Add the following paragraphs to Article 107.20: "All existing roadway ditches or swales disturbed during construction operations shall be restored to their original cross --section and longitudinal grade, as approved by the Engineer. Any settlement caused by sewer or water main trenches shall be refilled and the original grades maintained by the Contractor for a period of one year from the date of final completion of the Project. Any property damage caused by trench excavation or angering operations including settlement shall be restored at Contractor's expense." 9. Add the following paragraph to Article 107.25: "Prior to commencement of construction operations, the Contractor shall prepare a written inventory of existing traffic control and other signage along the routes of construction. This inventory shall list the location, wording, and general condition of signage. This inventory shall be submitted to the Engineer upon completion and before any signage is removed for construction activities. The Contractor shall remove all existing traffic control signs, store these signs in a manner, which prevents damage, and reinstall them as soon as possible following installation of new sewers as coordinated by the Engineer." 10, Delete Article 107.27 and replace it with the following: Extension of Indemnification to Third Parties. In the event that some of the Work is to be completed on property that is not owned by the Owner, the Contractor shall provide the indemnification and save harmless protection to the owner of such property. The Contractor shall also provide the indemnification and save harmless protection to owners of adjacent properties that may be affected by his operations. Claims and disputes by third parties arising from work on this Contract, including angering and directional drilling or excavation work shall be resolved in accordance with the procedures hereinafter specified. This provision does not change, modify or alter the Contractor's responsibility to follow the insurance requirements of the Contract. Neither does this provision change, modify or alter the Contractor's 4& responsibility to defend, indemnify and hold harmless the Owner and the Engineer from all types of claims that may arise out of or in consequence of the performance of this work by the Contractor or which may result in anyway there from as that duty is stated in Section 107. Furthermore, this provision does not change, modify or alter the Contractor's responsibility to follow the provisions requiring a Contractor's Performance Bond. The Contractor agrees to follow the procedure described following in resolving all property damage disputes that arise during the performance of the Work under the Contract. The Contractor agrees that the following procedure is the way the Contractor will hold the City of Evanston, MWRD and Engineer harmless for property damage claims: i. Procedure for Resolviniz Property Damage Disputes If the Contractor receives a claim for property damage allegedly caused by his performance of the Work under this Contract, the Contractor shall, within five (5) calendar days of receipt of such claims: �. Acknowledge the claim to the property owner. Send a copy of the said claim and acknowledgment to Engineer. 1f the claim is not settled (or the Contractor does not agree to settle the claim) within five (5) calendar days, the Contractor shall: Forward the claim to the Contractor's insurance carrier. Require his insurance company to forward to Engineer an acknowledgment of receipt of the claim. The Contractor and insurance carrier shall either settle or deny claims within sixty (60) calendar days of initial receipt of the claims. The insurance carrier and Contractor shall notify the Engineer of claims settled and denied, including the terms of the settlement or reasons for denial. The Contractor shall advise property owners of the decision to deny their claims and shall include in the Notice of Denial the name and address of the person authorized to accept service of process on behalf of the Contractor. When a claim is allowed in any amount, Contractor shall, within thirty (30) calendar days of the award, pay to the property owner the amount of the award. if the Contractor does not make these payments to the property owner within the thirty (30) calendar day period, the Owner shall be authorized to make these payments for the Contractor and then deduct the amounts paid from the next payment due the Contractor under this Contract." 4-1q 11, Add the following paragraphs to Article 107.30: "The Contractor assumes full responsibility for the safekeeping of all materials and equipment and for all unfinished work until final acceptance by the Owner, and if any of it is damaged or destroyed from any cause, the Contractor shall replace it at his own expense. The Contractor shall indemnify and save harmless the Owner against any liens filed for nonpayment of his bills in connection with the Contract work. The Contractor shall furnish the Owner satisfactory evidence that all persons who have done work or furnished materials, equipment or service of any type under this Contract have been fully paid prior to the acceptance of the Work by the Owner. The Contractor shall erect and maintain such barriers and lights and/or watchmen as will protect and warn pedestrians and vehicles, and prevent access of unauthorized persons to the site so as to prevent accidents as a consequence of his work. The Contractor shall indemnify and hold harmless the Owner, the Owner's employees, the Engineer, and the Engineer's Employees from any and all liability, loss, cost, damages and claims, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage arising out of, or resulting from the Contractor's operations under this Contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. The Contractor shall obtain insurance for this purpose, which shall insure the interests of the Owner and Engineer as the same may appear, and shall file with the Owner and Engineer certificates of such insurance. The Contractor shall protect the Owner's property and adjacent property from injury or loss resulting from his operations. Objects sustaining such damage shall be replaced to the satisfaction of the Owner and Engineer; the cost of such repairs shall be borne by the Contractor. The Contractor shall be completely responsible for protecting his work from vandalism. Any vandalized concrete shall be repaired and/or replaced as directed by the Engineer and at the Contractor's expense." 12. Delete the second and fourth paragraphs of Article 107.35. 13. Add Article 107.37, which shall read as follows: "107.37 Traffic Control and Protection. Special attention is called to the following Highway Standard Details and Section 701 relating to Traffic control: STANDARDS 701501, 701502, 701601, 701606, 701701, 701801, 702001, 780001 If requested by Contractor, one -block -long road closures will be allowed by the Owner in 561 areas deemed necessary by the Engineer. No more than one lane of other streets may be closed at any time. Traffic control shall be in accordance with the applicable sections of the Standard Specifications, the applicable guidelines contained in the Illinois Manual on Uniform. Traffic Control Devices for Streets and Highways, any Special Provisions, any Supplemental Standard Specifications and any special details and Highway Standards contained herein. At the Pre -Construction Meeting, the Contractor shall furnish the name, and a 24-hour telephone number of the individual in his direct employ, who is responsible for the installation and maintenance of the traffic control for the Project. In accordance with Article 108.01, if a subcontractor is to provide this aspect of the work, consent of the Engineer is required. This shall not relieve the Contractor of the foregoing requirement for an individual in his direct employ to superintend the implementation and maintenance of the traffic control. The Contractor shall furnish, install, maintain, relocate, and remove all traffic cones, signs, barricades, warning lights and other devices which are to be used for the purpose of controlling pedestrian and vehicular traffic. The traffic control requirements presented in the �. Contract documents represent the minimum level of control which shall be provided. The Contractor is solely responsible for implementing all other traffic control measures required to fully protect pedestrians, vehicles, and his work forces. The Contractor is responsible to ensure that all barricades, warning signs, lights and other devices installed for traffic control are in place and operational twenty-four hours each calendar day this Contract is in effect. In particular, the Contractor shall make sure that warning lights are functioning during night-time hours. Warning lights shall be checked each calendar day to verify functioning, replace batteries/bulbs, and/or replace light assemblies as necessary. All areas of work shall be protected each night by Type II drum -type or sawhorse -type barricades at not greater than fifty (50) foot centers. Drum -type and sawhorse barricades shall be equipped with working flashing lights and highly visible reflectors, reflective tape or reflective paint. At least six reflectors shall be visible from any viewing angle. Tape or paint shall cover at least 30 percent of the barricade from any viewing angle and shall conform to Section 700 of the Standard Specifications. Arrow boards shall be silent type powered by electricity or battery packs. No engine/generator-powered arrow boards are permitted. The Contractor shall place "No Parking" signs a minimum of two (2) calendar days prior to curb replacement, patching or resurfacing operations. All "No Parking" signs must have the approval of, affixed, and displayed to the satisfaction of the Engineer. Posting of signs on trees shall be done in such a manner to facilitate removal; stapling or nailing of signs to trees is prohibited. School busses and emergency vehicles shall have access to all premises at all times." 51 14. Add Article 107.38, which shall read as follows: "107.38 Maintenance of Roads. Contractor shall maintain roads for all weather conditions and at all times in compliance with state and local regulations. Upon completion of construction, Contractor shall return all roads to their original condition as described in Section 442. With the Owner's approval roadways and drives maybe closed temporarily in the immediate area of the work. However, roadways and driveways shall be reopened as soon as is practical following the completion of installation and/or restoration. All roadways shall be maintained open to local traffic between the hours of 6:00 p.m. and 9:00 am or at other times when Contractor is not actively engaged in sewer and/or water main installation. Roadways shall be open to through traffic whenever practical. Roadways shall be open to emergency vehicles at all times. Temporary pavements specified by Engineer or Owner shall be placed on the same day as sewer and/or water main installation and shall be maintained as necessary until final roadway restoration. Contractor shall promptly remove all loose material spilled on roadways during the execution of the Work. Temporary pavements shall consist of AGGREGATE SURFACE COURSE, COLD MIX, HOT MIX, or steel plates as specified or as directed by the Engineer. HOT MIX shall be used for all IDOT and arterial streets and all intersections. Aggregate surface course shall be used for other streets, alleys and driveways, unless otherwise directed by the Engineer. Steel plates shall be used to close construction work shafts and shall be set with their surfaces flush with existing roadways. Temporary pavements for trenches crossing roadways and sewer and/or water main structures in through traffic lanes shall be HOT MIX when specified or as directed by Engineer. Temporary pavements around structures not located in through traffic lanes shall be aggregate surface course as specified or as directed by the Engineer." 15. Add Article 107.39, which shall read as follows: "107.39 Water Control. The Contractor shall perform grading and other operations to maintain site drainage. Surface water shall not be allowed to accumulate in excavations. The Contractor shall dispose of surface and subsurface water in a legal manner. He shall not allow mud, silt, or debris to flow into any surface water area or body other than in compliance with the State Water Quality Standards. Where the Contractor's operations disturb existing combined sewers, the Contractor shall provide temporary bulkheads and pumping facilities as necessary to maintain the combined sewers, connected building services and storm water inlet leads in full operation, including transport of the maximum dry - weather and wet -weather flow of which the existing sewer is capable. Combined wastewater shall not be permitted to flow along streets, public right-of-ways, private property, trench areas or inactive relief sewers. All earthworks, moving of equipment, water control of excavations, and other operations likely to create silting, shall be conducted so as to minimize pollution to watercourses or water storage areas. Under no circumstances shall the Contractor discharge pollutants into any watercourse or water storage area." SZ 16. Add Article 107.40, which shall read as follows: "107.40 Overnight Protection of Work. The Contractor shall adequately backfill, cover with appropriate plates, or suitably fence and barricade all open excavations at the completion of each days work. Open -cut excavations shall be reduced to a maximum length of thirty feet overnight. Excavations shall not block roadways or driveways. Open ends of sewers being installed shall be bulb -headed overnight with watertight plugs to prevent entrance of soils, entrance of groundwater, and/or entrance by the public. The Contractor shall protect all excavations from public access. All shafts for open -cut work shall be fully covered during non -working hours and during working hours when not being actively used for that day's construction." 17. Add Article 107.41, which shall read as follows: "1.07.41 Guarantees and Warranties. All guarantees and warranties required shall be furnished by the Contractor and shall be delivered to the Owner before the final voucher on the Contract is issued." SECTION 108 - PROSECUTION AND PROGRESS 1. Add the following to Article 108.01: "The Owner may approve the use of second tier subcontractors on a case by case basis after the Prime Contractor initiates a request for approval of same. The Prime Contractor is responsible for compliance with all the provision of the contract and is also responsible for providing that all of the pertinent provisions and requirements of the prime contract are incorporated into the second tier subcontracts. The Prime Contractor shall provide a copy of the second tier subcontract, second tier subcontractor insurance certificates, and shall provide waivers from the second tier subcontractors as required for the processing of pay estimates. The second tier subcontractor shall not commence work until approval is granted by the Owoee, 2. Add the following to Article 108.02: "Prior to commencing construction operations, the Project Superintendent shall meet with the Owner and Engineer and submit his Progress Schedule. The construction schedule shall reflect that no work will be performed on Saturdays and Sundays. The work day to calendar date correlation of the construction schedule shall be based on the hours of work during the week required to complete the activity with adequate allowance for holidays, adverse weather and all other special requirements of the work. The Contractor shall submit to the Engineer monthly updates of the schedules required per these specifications. Schedule updates shall reflect the progress to date by providing actual start dates for activities started, actual finish dates for completed activities, and identifying out of sequence work, schedule logic changes, and any circumstances or events impacting the current schedule. The updates shall also contain the Contractor's best estimate of the S ;3 remaining duration for activities not complete as of the date of the update. All graphic presentations and reports shall be submitted with the monthly partial payment requests. The Contractor shall prepare and submit daily reports containing, among other items, the following information: l . A description of work activities performed. 2. A description of obstructions encountered. 3. Temperature and weather conditions. The reports shall be submitted on a daily basis, by the end of the next business day. Information provided on the, daily report shall not constitute notice of delay or any other notice required by the Contract Documents. Failure to provide the updated schedule every month may be cause to withhold any partial payment due to the Contractor during the course of the Contract until the deficiency has been remedied." 3. Delete the second paragraph of Article 108.03 and replace it with the following: "The Contractor shall notify the Owner and Engineer at least 72 hours before beginning work. The Contractor shall give a minimum of 24 hours notice, not including Saturdays, Sundays or legal holidays, prior to suspension of construction activities for any non -weather related reason. Suspension of work for rion-weather related reasons must be pre -approved by the Engineer. The Contractor must be in advance of the Controlling Item as indicated by his subinitted Construction Schedule as a condition of the Engineer's granting of authorization to suspend work., In addition, the suspension shall not affect the completion date of the Project. The Contractor shall notify the Engineer at least 24 hours, not including Saturdays, Sundays or legal, holidays, prior, to the,resurbption of work.. The site must be left in a clean and neat manner,,acceptable to ,the Engineer, prior to the authorization of the suspension. z : :The Contractor shd1 .perform the Work, in accordance with the following- scheduling requiremahts:• a. The Contractor must follow IDOUs recommended holidays; in SSRBC; January 2007: In r addition, the .Contractor will be required to discuss their operations and get verbal and / or . written. permission at least twenty-four (24) hours in advance., in order- to work on the following dates: Friday, April 22, 2011 Good Friday Tuesday, April 26, 2011 Passover Thursday, September 29, 2011 Rosh Hashanah Saturday, October 8, 2011 Yorn'Kippur 4. Delete Article 108.04 and replace it with the following: "108.04 Normal Work Hours. Normal work hours shall be Monday through Friday (excluding legal holidays) between 7:00 am and 4:00 p.m. local time during the calendar dates specified in Article 108.03. Except for work required to maintain warning lights, barricades and other safety/health-related systems no work shall be performed on Saturdays, S+ Sundays, legal holidays, or between 4:00 pin. and 7:00 am on other days without specific permission of the Owner. No work, except maintenance of warning lights, barricades and other safety/health-related systems, may be performed unless the Engineer is available to observe/inspect construction activities. Owner will provide' the services of the Engineer as needed for construction observation/inspection between the hours of 7:00 am and 4:00 p.m., Monday through Friday, except legal holidays, in accordance with the calendar dates specified in Article 108.03. 5. Delete Article 108.05 and replace it with the following: "1.08.05 Project Completion Times: The Contract Working Days shall be as specified in the Contract Documents. Liquidated damages as indicated in Article 108.09 amount will be doubled, shall apply for failure to achieve the Contract Working Days, and other specific Work task completion requirements. Claims for extension or shortening of the Contract Working Days shall be based on written notice delivered by the party making the claim to the other party and to the Engineer promptly, but, in no event, later than thirty (30) calendar days after the occurrence of the event giving rise to the claim and stating the nature of the claim." 6. Add the following paragraph to Article 108.07 "The Engineer shall have no authority to suspend the Work, wholly or in part, for any reason. All rights conferred onto the Engineer for suspending the Work by Standard Specification Articles 105.01 and 108.07 shall be the sole right of the Owner." SECTION 109 - MEASUREMENT AND PAYMENT, Add the following paragraphs to Article 109.02: "Ali the requirements ofthe Supplemental Standard Specifications pertaining to Sections 100 to 109 of the Standard Specifications are considered incidental to the Work, and no separate or additional payment will be made, except as otherwise indicated, for complying with said requirements. The Owner has the authority to withhold any payment if satisfactory progress is not made by Contractor to complete any work on the Contract. The cost of removal of any temporary surfaces, trench backfi ll or other temporary materials above the sub grade level in areas where final surface restoration is to be performed shall be incidental to the Contract and no additional separate payment will be made except as indicated in Section 01010. Existing facilities or property damaged by construction activities, including settlement, whether through result of Contractor's negligence or as a normal result of the means and methods employed by the Contractor, shall be restored to original condition_ Restoration of damaged areas will be considered incidental to the Work and the cost shall be included as part of the unit or lump sum price item to which the restoration pertains. SS Pay Items (P.I.) are defined in Section 01010 of the Supplementary Specifications of this Contract Document. Pay Item definitions and measurement procedures in Section 01010 shall take precedence over any other conflicting definitions or procedures. Payment for each item will be made at the unit or lump sung price bid for that item. The cost of all other related or incidental work required by the plans and specifications shall not be measured or paid for as a separate item, but shall be included as part of the unit or lump sum price item to which the work pertains. Failure to list all such related or incidental work for the bid items shall not invalidate this stipulation." 2. Delete Article 109.07 and replace it with the following: "109.07 Partial Payments and Retainage. The Owner will pay the Contractor monthly for Work completed in accordance with the Contract Documents. Applications for Payment fxom the Contractor (and subcontractors) shall be prepared and submitted by the Contractor with all supporting documents to the Engineer. Supporting documents to be submitted with Applications for Payment shall include, but are not limited to: Documents to be Submitted with Applications for Partial Pavment (a) MBE/WBE/EBE/SBE Utilization Report (b) All delivery tickets for concrete and asphalt. (e) Lien Waivers (d) Construction Schedule Update Failure to submit any of the above documents may cause the payment application to be rejected. Lien waivers shall accompany each Application for Payment and shall reflect the amount paid to each subcontractor, and supplier, and their respective supporting lien waivers. Contractor's lien waivers submitted with interim Applications for Payment shall reflect all costs up to the date of the Application. Lien waivers from subcontractors, suppliers and others accompanying interim Applications for Payment may be submitted one month in arrears. Lien waivers submitted with the final Application for Payment shall reflect the full values of Contractor's efforts; and, all subcontracts, materials purchases, and other Project costs. Applications for Payment shall be reviewed by the Engineer within ten (10) calendar days of the submittal and returned to the Contractor for correction or forwarded to the Owner for approval, as appropriate. Engineer and Contractor must agree to quantities forwarded to the Owner. Any disputed quantities not included in the Application for Payment must be resolved within thirty (30) calendar days with any adjustments from disputed quantities to be included on the following Application for Payment. Applications for Payment certified by the Engineer must be in the City offices by the close of business on the last working day of each month. The Owner will pay the Contractor within thirty (30) calendar days of receipt of Applications for Payment certified by the Engineer. Retainage shall be withheld as follows: S& 'There shall be deducted from the amount so determined for the first 50 percent of the completed work a sum of ten percent to be retained until after the completion of the entire work to the satisfaction of the Engineer. After 50 percent or more of the work is completed, the City may, at its discretion, certify the remaining partial payments without any further retention, provided that satisfactory progress is being trade, and provided that the amount retained is not less than five percent of the total adjusted contract price." 3. Delete the first, third, and fourth paragraphs of Article 109.08 and add the following: "Final payment will be made within sixty (60) calendar days after the Work is fully completed and accepted by the Owner and the Contract fully performed. Request for final payment shall be prepared by the Contractor and accompanied by the documentation hereinafter listed. Quantities for this Contract shall be subject to the contract unit price applied to final measured quantities. Neither the final payment nor any part of the retained percentage shall become due until the Contractor delivers to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and in either case, an affidavit that so far as he has the knowledge or information, the releases and receipts include all the labor and material for which alien could be filed, but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify the Owner against any lien. If any liens remain unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the Owner may be compelled to pay in discharging such liens, including all costs and Attorneys fees. With his final payment request, the Contractor shall submit the following data: Documents to be Submitted with Avvlication for Final Payment (a) MBE/WBE/EBE/SBE Utilization Final Report Section 00300 (b) Contractor prepared Record - Drawings Section 01300 4. Add the following as the first two paragraphs of Article 109.09: "The Contractor shall notify the Engineer immediately when the Contractor becomes aware of any circumstances which the Contractor believes may lead to a claim for extra cost. Where possible, the Contractor shall delay proceeding with work which may result in the claim for extra cost until the Engineer has had a reasonable opportunity to review the situation, unless such delay will materially disrupt the prosecution of the Work or unless immediate Contractor action is required to resolve an emergency which endangers life or property. The purposes of the Engineer's review are: to verify that a claim for extra cost may be warranted, to make modifications to the Work to avoid or minimize the extra cost, and/or to monitor the Contractor's performance of the work generating the extra cost. For those situations where the Engineer is not notified prior to the Contractor performing work which causes the claim, the amount of extra cost to which the Contractor is entitled shall not include costs which, in the Engineer's sole opinion, could reasonably have been avoided if the Contractor had notified the Engineer prior to proceeding with the Work. The Contractor shall submit, in writing, claims for extra cost to the Engineer as soon as possible after the occurrence of the event(s) giving rise to the claim, but not more than thirty (30) calendar days thereafter. Claims shall include appropriate supporting documentation as specified in following paragraphs to justify the extra cost claimed. This documentation shall include, as a minimum: a description of the circumstances which generated the claim, prior notifications provided to the Engineer, and a detailed breakdown of costs incurred by the Contractor. In the event that this documentation cannot be assembled within thirty (30) calendar days or if the extra cost is ongoing, the Contractor shall submit, in writing, whatever partial information is available to keep the Engineer informed of the Contractor's progress. Extra costs incurred by the Contractor solely because of the particular means and methods which the Contractor chooses to perform the Work will not be considered. Claims submitted more than thirty (30) calendar days after the occurrence of the event(s) giving rise to the claim will not be considered." 5. Delete the first, second and third paragraphs of Article 109.09 subparagraph (e) and replace them with the following: "(e) Procedure. All claims and supporting documentation shall be submitted to the Engineer. The Engineer shall review each claim and advice the Owner of the Engineer's opinion of the relative merit of each claim and the dollar and/or time adjustment which the Engineer believes is warranted, if any. The Owner shall make a determination of the merit of each claim and the dollar and/or time adjustment, if any, which is appropriate for resolution of the claim. If Contractor is dissatisfied with the Owner's decision regarding merit, dollar adjustment, and/or time adjustment associated with a claim, the Contractor may request arbitration in accordance with the following: • All claims, counter -claims, disputes and other matters in question between the Owner and the Contractor arising out of, or relating to this Agreement or the breach of it, will be decided by arbitration if the parties mutually agree, or in a court of competent jurisdiction within the Mate. • Notice of the demand for arbitration shall be filed in writing with the other party to the Contract Documents and with the American Arbitration Association, and a copy shall be filed with the Engineer. Demand for arbitration shall in no event be made on any claim, dispute or other matter in question which would be barred by the applicable statue of limitations. • The Contractor will carry on the Work and maintain the progress schedule during any arbitration proceedings, unless otherwise mutually agreed in writing." END OF SECTION S& CITY OF EVANSTON ENVIRONMENTAL CONTROL SECTION 01558 PART 1 - GENERAL 1.01. ENVIRONMENTAL PROTECTION The Contractor shall be responsible for furnishing all necessary items for fulfilling the Work described herein for environmental protection including prevention and control of erosion and sedimentation that results directly or indirectly from the Project. 1.02. PREVENTION OF WATER POLLUTION The Contractor shall take all such precautions in the conduct of his operations as may be necessary to avoid contaminating the water in adjacent watercourses or water storage areas including wells whether natural or man-made. All earthworks, moving of equipment, water control of excavations, and other operations likely to create silting, shall be conducted so as to minimize pollution of watercourses or water storage areas. Water used during the Contract Work, which has become contaminated with oil, bitumen, harmful or objectionable chemicals, sewage or other pollutants, shall be disposed of so as to avoid affecting all nearby waters and lands. Under no circumstances shall the Contractor discharge pollutants into any watercourse or water storage area. Do not allow water used in aggregate processing, concrete curing, foundation and concrete lift cleanup or any other waste to directly enter a stream untreated. When water from adjacent natural sources is used in the Contract Work, intake methods shall be such as to avoid contaminating the source of supply or becoming a source of erosion or sedimentation. 1.03. NOISE AND AIR POLLUTION CONTROL Conduct operations so as not to violate any applicable ordinances, regulations, rules and laws in effect in the area at the date of bid opening pertaining to noise and air pollution and to conform to all provisions in effect at the date of bid opening as set forth in the Rules and Regulations Governing the Control of Air Pollution and noise pollution in the State of Illinois. 1.04. PLANT PEST CONTROL All soil moving or handling equipment that has operated in or will operate in regulated areas shall be subject to plant quarantine regulations. Tn general, these regulations require the thorough cleaning of soil from equipment before such equipment is moved from regulated areas to uninfested areas. Complete information may be obtained from the regional office of the Plant Pest Control Division of the United States Department of Agriculture. sq 1.05. PRESERVATION OF NATURAL RESOURCES All construction operations, contract work, clean up and the condition of the adjacent terrain upon completion of the Work shall fully comply with all applicable regulations and laws concerning the preservation of natural resources. 1.06. DUST CONTROL Throughout the entire construction period, maintain dust control by use of water sprinklers or chemical dust control binder as may be approved by the Engineer. Not applicable to this section. PART 3 - EXECUTION Not applicable to this section. PART 4 - PAYMENT No separate payment will be made for the work in this Section; all the costs of such work shall be considered incidental to the items of work to which they pertain. END OF SECTION 60 STATE OF ILLINOIS CITY OF EVANSTON SPECIAL PROVISIONS AND STANDARD DETAILS SECTION 20000 st ( j�)? Illinois Department of Transportation Special Provisions The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted January 1, 2007 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of PW-SR-1100 , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. Page 1 of 1 Printed on 2/22/2011 9:34:07 AM BLR 11310 (Rev. 7/05) INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2011 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-07) (Revised 1-1-11) SUPPLEMENTAL SPECIFICATIONS Std. Soec. Sec. Pace No. 201 Clearing, Tree Removal and Protection.................................................................................................. 1 205 Embankment.......................................................................................................................................... 2 251 Mulch...................................................................................................................................................... 3 253 Planting Woody Plants........................................................................................................................... 4 280 Temporary Erosion Control.................................................................................................................... 406 .. Hot -Mix Asphalt Binder and Surface Course........................................................................................ 7 420 Portland Cement Concrete Pavement..................................................................................................... 16 443 Reflective Crack Control Treatment....................................................................................................... 12 501 Removal of Existing Structures............................................................................................................... 15 502 Excavation for Structures....................................................................................................................... 16 503 Concrete Structures................................................................................................................................ 17 504 Precast Concrete Structures.................................................................................................................. 18 505 Steel Structures...................................................................................................................................... 19 508 Reinforcement Bars................................................................................................................................. 20 540 Box Culverts........................................................................................................................................... 21 581 Waterproofing Membrane System.......................................................................................................... 22 606 Concrete Gutter, Curb, Median, and Paved Ditch................................................................................... 23 630 Steel Plate Beam Guardrail.................................................................................................................... 24 633 Removing and Reerecting Guardrail and Terminals............................................................................... 25 637 Concrete Barrier..................................................................................................................................... 26 664 Chain Link Fence.................................................................................................................................... 27 669 Removal and Disposal of Regulated Substances................................................................................... 28 672 Sealing Abandoned Water Wells............................................................................................................ 29 701 Work Zone Traffic Control and Protection.............................................................................................. 30 720 Sign Panels and Appurtenances............................................................................................................ 32 721 Sign Panel Overlay................................................................................................................................. 33 722 Demountable Sign Legend Characters and Arrows............................................................................... 34 �. 726 Mile Post Marker Assembly.................................................................................................................... 35 733 Overhead Sign Structures...................................................................................................................... 36 780 Pavement Striping................................................................................................................................... 37 782 Prismatic Reflectors................................................................................................................................. 42 783 Pavement Marking and Marker Removal............................................................................................... 43 801 Electrical Requirements.......................................................................................................................... 44 805 Electrical Service Installation — Traffic Signals....................................................................................... 45 821 Roadway Luminaires............................................................................................................................... 46 836 Pale Foundation..................................................................................................................................... 47 838 Breakaway Devices................................................................................................................................ 48 843 Removal of Navigational Obstruction Warning Lighting System.............................................................. 49 862 Uninterruptable Power Supply................................................................................................................ 50 873 Electric Cable......................................................................................................................................... 52 878 Traffic Signal Concrete Foundation........................................................................................................ 54 1003 Fine Aggregates..................................................................................................................................... 55 1004 Coarse Aggregates................................................................................................................................. 56 1005 Stone and Broken Concrete................................................................................................................... 57 1006 Metals..................................................................................................................................................... 58 1008 Structural Steel Coatings........................................................................................................................ 60 1010 Finely Divided Materials......................................................................................................................... 65 1020 Portland Cement Concrete..................................................................................................................... 66 1022 Concrete Curing Materials...................................................................................................................... 77 1024 Nonshrink Grout..................................................................................................................................... 78 1026 Concrete Sealer...................................................................................................................................... 79 1030 loot -Mix Asphalt ..................... ..................... .......... ...................... .......................... ........ I .... ..................... 80 1032 Bituminous Materials.............................................................................................................................. 87 1042 Precast Concrete Products..................................................................................................................... 90 1062 Reflective Crack Control System............................................................................................................ 92 1069 Pole and Tower...................................................................................................................................... 94 1074 Control Equipment................................................................................................................................. 97 1076 Wire and Cable....................................................................................................................................... 102 1077 Post and Foundation 103 1080 Fabric Materials...................................................................................................................................... 105 1081 Materials for Planting.............................................................................................................................. 106 1083 Elastomeric Bearings.............................................................................................................................. 108 1090 Sign Base............................................................................................................................................... 109 1091 Sign Face............................................................................................................................................... 111 1092 Sign Legend and Supplemental Panels.................................................................................................. 119 1093 Sign Supports......................................................................................................................................... 120 1094 Overhead Sign Structures...................................................................................................................... 122 1095 Pavement Markings........................................................................................................................... ..... 128 1097 Reflectors................................................................................................................................................ 136 1101 General Equipment................................................................................................................................. 137 1102 Hot -Mix Asphalt Equipment.................................................................................................................... 138 1103 Portland Cement Concrete Equipment................................................................................................... 140 1105 Pavement Marking Equipment................................................................................................................ 141 1106 Work Zone Traffic Control Devices......................................................................................................... 143 CHECK SHEET FOR RECURRING SPECIAL PROVISIONS Adopted January 1, 2011 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. i ❑ Additional State Requirements for Federal -aid Construction Contracts (Eff. 2-1-69) (Rev.1-1-10)................................................. 145 2 ❑ Subletting of Contracts (Federal Aid Contracts) (Eff.1-1-88) (Rev. 5-1-93)...................................................................................... 148 3 El (Eff. 7-21-78) (Rev.11-18-80)................................................................................................................................................... 149 4 ❑ Specific Equal Employment Opportunity Responsibilities Non Federal -aid Contracts (Eff. 3-20-69) (Rev, 1-1-94).......................... 159 5 ❑ Required Provisions - State Contracts (Eff. 4-1-65) (Rev.1-1-10).................................................................................................... 164 6 Reserved.......................................................................................................................................................................................... 169 7 Reserved .................................................................................................... ...................................................................................... $ El Haul Road Stream Crossings, Other Temporary Stream Crossings, and In -Stream Work Pads (Eff. 1 2-92) {Rev.1-1-98) 170 171 ........... 9 ❑ Construction Layout Stakes Except for Bridges" (Eff,1-1-99) (Rev. 1-1-09)..................................................................................... 172 10 ❑ Construction Layout Stakes (Eff. 5-1-93) (Rev. 1-1-07)..........................................................................................I.....1. 175 11 ❑ Use of Geotextile Fabric for Railroad Crossing (Eff.1-1-95) (Rev. 1-1-07)....................................................................................... 178 12 ❑ Subsealing of Concrete Pavements (Eff. 11-1-84) (Rev. 1-1-07)...................................................................................................... 180 13 ❑ Hat -Mix Asphalt Surface Removal (Cold Milling) (Eff.11-1-87) (Rev. 1-1-09).................................................................................. 184 14 Q Pavement and Shoulder Resurfacing (Eff. 2-1-02) (Rev. 1-1-09)..................................................................................................... 186 15 ❑ PCC Partial Depth Hot -Mix Asphalt Patching (Eff.1-1-98) (Rev,1-1-07)......................................................................................... 187 16 ❑ Patching with Hot -Mix Asphalt Overlay Removal (Eff.10-1-95) (Rev.1-1-07).................................................................................. 189 17 ❑ Polymer Concrete (Eff. 8-1-95) (Revv.1-1-08)............................. ..................................................................... 190 ............................. I... 18 ❑ PVC Pipeliner (Eff. 4-1-04) (Rev.1-1-07) .......................................................................................................................................... 19 ❑ Pipe Underdrains (Eff. 9-9-87) (Rev. 1-1-07) 192 .................................................................................................................................... 20 ❑ Guardrail and Barrier Wall Delineation (Eff. 12-15-93) (Rev. 1-1-97)................................................................................................ 193 194 21 ❑ Bicycle Racks (Eff. 4-1-94) (Rev.1-1-07).......................................................................................................................................... 198 22 ❑ Temporary Modular Glare Screen System (Eff.1-1-00) (Rev.1-1-07) .............................................................................................. 23 ❑ Temporary Portable Bridge Traffic Signals (Eff, 8-1-03) (Rev,1-1-07)............................................................................................. 200 202 24 ❑ Work Zone Public Information Signs (Eff. 9-1-02) (Rev. 1-1-07)....................................................................................................... 204 25 ❑ Night Time Inspection of Roadway Lighting (Eff. 5-1-96): 205 ... ........ ............. ......................... ...... ....................................... ................... 26 ❑ English Substitution of Metric Bolts (Eff. 7-1-96) ............................................................................................................................... 27 ❑ English Substitution of Metric Reinforcement Bars (Eff. 4-1-96) (Rev.1-1-03)................................................................................. 206 207 28 ❑ Calcium Chloride Accelerator for Portland Cement Concrete (Eff.1-1-01)....................................................................................... 208 29 Reserved.......................................................................................................................................................................................... 30 ❑ QC of Concrete Mixtures at the Plant (Eff. 8-1-00) (Rev.1-1-11)..................................................................................................... 209 210 31 ❑ Quality Controi/Quality Assurance of Concrete Mixtures (Eff. 4-1-92) (Rev. 1-1-11)........................................................................ 218 32 ❑ Asbestos Bearing Pad Removal (Eff.11-1-03)................................................................................................................................ 230 33 ❑ Asbestos Hot -Mix Asphalt Surface Removal (Eff. 6-1-89) (Rev. 1-1-09).......................................................................................... 231 CHECK SHEET FOR RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS Adopted January 1, 2011 The following RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS, CHECK SHEET # PAGE NO. LRS1 Reserved.......................................................................................................................................................................................... 233 LRS 2 ❑ Furnished Excavation (Eff.1-1-99) (Rev.1-1-07)......... ...................... ............................. ........................................... I...... ... I- ....... " 234 LRS 3 X❑ Work Zone Traffic Control (Eff.1-1-99) (Rev. 1-1-10)................. I. ... ................ .... ........ I- ... 1-111"......... .... ......................................... 235 LRS 4 ❑X Flaggers in Work Zones (Eff.1-1-99) (Rev.1-1-07).......................................................................................................................... 236 LRS 5 ❑ Contract Claims (Eff.1-1-02) (Rev.1-1-07)..................... --.................................... .................. .... —................................ ................. 237 LRS 6 ❑ Bidding Requirements and Conditions for Contract Proposals (Eff. 1-1-02)..................................................................................... 238 LRS 7 Bidding Requirements and Conditions for Material Proposals (Eff.1-1-02) (Rev.1-1-03)................................................................ 244 LRS8 Reserved ............. ................................................................................... —.................................................................... ................... 250 LRS 9 ❑ Bituminous Surface Treatments (Eff. 1-1-99) (Rev. 1-1-11)................ --- ................... ............................................. .............. ..... - 251 LRS10 Reserved.......................................................................................................................................................................................... 252 LRS11 ❑X Employment Practices (Eff.1-1-99)................................................................................................................................................... 253 LRS 12 0 Wages of Employees on Public Works (Eff.1-1-99) (Rev.1-1-10)...................................................... --..,............................ I'll- ... 255 LRS13 Selection of Labor (Eff.1-1-99).......... ............ .... --............................................................................ ............................................... 256 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks (Eff.1-1-04) (Rev.1-1-09) ....................... —......................... 1.1-1.1,.... 257 LRS15 ❑ Partial Payments (Eff.1-1-07)........................................................................................................................................................... 260 LRS 16 ❑ Protests on Local Lettings (Eff. 1-1-07)............................................................................................................................................. 261 LRS 17 ❑ Substance Abuse Prevention Program (Eff. 1-1-08)(Rev.1-1-08).................................................................................................... 262 SPECIAL. PROVISIONS The "Standard Specifications for Road and Bridge Construction" prepared by the Department of Transportation of the State of Illinois adopted by said Department on January 1, 2007 and the enclosed "copied supplemental specifications govern the construction of the proposed improvement designated as 20.11. 50/50 Sidewalk and Curb Replacement Program. The following Special Provisions supplement the said specifications, and in case of conflict with any part of parts of said Specification, the Special Provisions shall take precedence and shall govern: 1. The unit prices bid herein shall include all applicable taxes. 2. The base bid for this Contract will be determined on the basis of the total combined prices for the Portland Cement Sidewalk, 5" (Removal and Replacement), the Portland Z Cement Concrete Curb, Type B (Removal and Replacement), the Combination Curb and Gutter, Type B6.12 (Removal and Replacement), Detectable Warnings and Engineering Services sum. 3. This work may not be sublet or assigned without the express written permission of the City of Evanston. 4. Special: The Contractor's attention is called to the requirement that the Contractor shall be available for making sidewalk and curb replacements on a once -a -month basis as specified in special provision. BfGINNING WORK A. The ENGINEER shall give written notice to the CONTRACTOR when construction may start on this improvement. The CONTRACTOR shall not commence work until such notice has been received. ti B. If the CONTRACTOR is delayed in starting the work, as above outlined, or in case the work is suspended wholly or in part due to the construction of municipal improvements or the underground construction of public utilities, the date of completion specified in the proposal and contract shall be extended in an amount equal to such time of delay or suspension. It is expressly agreed and understood that no additional compensation will be allowed the CONTRACTOR for such delay or suspension. COOPERATION A. The CONTRACTOR will be required at all times to cooperate with other contractors, City forces, and the forces of the public utilities, so that the work to be performed by all parties may be completed efficiently and without confusion. SIGNING AND TOWING A. All necessary city approved signs for the completion of this project shall be provided and installed by the CONTRACTOR at their expense. B. No parking signs must be posted a minimum of forty eight (48) hours in advance of any work starting in the posted area. A log of when the signs were posted and the location of these signs must be kept by the CONTRACTOR. Any towing fees necessary for failure to post "No Parking" signs far enough in advance or in wrong work: areas must be paid by the CONTRACTOR. C. Any costs incurred in the manufacture or installation of these signs along with any towing fees that occur as a result of their being incorrectly posted shall be considered incidental to the CONTRACTOR and not additional compensation will be allowed. COMMUNICATIONS A. The CONTRACTOR shall make provisions for communications between the Project Administrator and CONTRACTOR during working hours for the duration of the contract. This communication shall consist of a paeans by which the project administrator can readily contact any field personnel working on this project on any given day. B. Any costs incurred in providing this communications system shall be considered incidental to the contract and no additional compensation shall be paid to the CONTRACTOR. PERFORMANCE CONTROL A. The CONTRACTOR shall notify the City Engineer, in advance, his schedule of working days for the following week. The schedule shall be adhered to except for reasons of inclement weather, and unusual conditions as deemed appropriate by the City Engineer. TIME SCHEDULE A. Sidewalks shall be constructed not later than forty eight (48) hours after removal of the existing sidewalk. Excavated materials and broken concrete shall be removed from the premises as soon as possible and under no condition will it be permitted to remain on parkways and/or street overnight. Forms shall be removed and the excavated area for forms suitable backfilled, to the satisfaction of the Engineer, not later than 24 hours after sidewalk has been laid, except where impermeable paper is used for curing, in which case the time limitation will be extended to forty-eight (48) hours. B. The construction areas shall be left in a condition as good as, or better than, the original condition. The restoration and final clean-up for any given areas shall be completed not later than twenty-four (24) hours after the forms have been removed. BARRICADES A. The CONTRACTOR shall provide temporary barricades and other protective guards where and if necessary and shall see that such barricades are properly lighted every night from dusk to dawn, and they shall not be removed until sidewalk is ready for use and all dangerous conditions incidental to the construction have been removed. BUFFALO BOXES A. It shall be the responsibility of the CONTRACTOR to adjust all Buffalo Boxes or other covers lying within the sidewalk area to the proper grade. In the event the CONTRACTOR has difficulty in raising or lowering the boxes to the proper grade, the CONTRACTOR shall make necessary arrangements with the Water Department or the Northern Illinois Gas Company to facilitate the raising or lowering of the boxes or covers. Damaged boxes shall be reported by the CONTRACTOR to the proper agency for replacement. Twenty-four (24) hours notice shall be given to the Water Department or the Northern Illinois Gas Company whenever their services are required. B. When vaulted sidewalks or Ameritech or Commonwealth Edison Company manholes are encountered, the CONTRACTOR shall consult with the City Engineer before commencing with the work. TELEPHONE A. CONTRACTOR shall furnish a telephone number where CONTRACTOR may be contacted during the day to insure prompt service when required. COOPERATION WITH UTILITIES A. Prior to construction operations, the CONTRACTOR shall determine which utilities will affect CONTRACTOR'S operations, and notify the owners of the utilities of Contractors operations and Contractors limits forty-eight (48) hours prior to beginning construction. The CONTRACTOR shall be responsible for damage to utilities and shall, at CONTRACTOR'S own expense, restore such property to a condition equal to that which existed before CONTRACTOR'S work as may be directed by the owners. Otherwise, CONTRACTOR shall make good such damage in a manner acceptable to the City Engineer. ELECTRICAL CABLES A. All electrical cables for the light standards, traffic signals, and all electrical appurtenances shall be protected against damage and shielded from contact with pedestrian and vehicular traffic during construction of this proposed improvement. Any cable damaged shall be repaired immediately at the CONTRACTOR'S expense. PROTECTION TO UNDERGROUND CONSTRUCTION A. In the removal of the sidewalk, curb, gutter, and pavement, the use of any type of concrete breaker which might damage the underground structures of the public utilities will not be permitted. Approval of the type of concrete breaker to be used must be secured from the ENGINEER before any sidewalk, curb, gutter, or pavement is removed. INJURIES AND DEATHDURING CONSTRUCTION A. The provisions of the Injuries and Death During Construction, Chapter 121, Section 138.1 et. seq. Where relevant shall apply to the contract. MAINTENANCE TRAFFIC A. The CONTRACTOR shall make adequate provision for the free passage of foot traffic. Where foot traffic will warrant, the ENGINEER may direct the CONTRACTOR to provide, at his own expense, foot bridges for the convenience of said traffic. Said foot bridges shall be set in place immediately after the existing pavement is removed, and shall be maintained until the proposed pavement has been finished. Each foot bridge shall have a minimum width of not less than five (*5) feet and may be constructed of any suitable material approved by the Engineer, and shall be built in such manner as to enable foot traffic to cross the street safely. Barricade light shall be placed and maintained during then night at all such foot bridges. B. The CONTRACTOR shall make adequate provision for free passage of vehicular traffic to the residents of the immediate Project area when in the opinion of the ENGINEER it is practicable. The CONTRACTOR shall provide necessary flagmen to warn and direct vehicular traffic for the convenience and safety of the public. C. The material or equipment used in the construction of this improvement shall be so places as to afford access to abutting private property and to all hydrants and valves with a minimum of inconvenience. D. The cost of furnishing, installing, maintaining and moving of foot bridges and any other cost involved in the construction of this improvement in accordance with the Special Provision as herein outlines, will not be paid for directly, but shall be considered as incidental to the Contract. INSPECTION OF MATERIAL A. The City of Evanston reserves the right to inspect all materials at the job site and to reject any which do not meet with the requirements of the "Standard Specifications". CONCRETE CURR, TYPE B A. This work shall consist of the removal and replacement of Concrete Curb, Type B in accordance with Section 606 of the "Standard Specifications" as they may apply. B. The removal of the existing curb shall be made only to the limits set by the ENGINEER, saw -cutting where necessary to provide a neat appearance. Any curb damaged or removed without authorization by the ENGINEER shall be replaced by the CONTRACTOR at CONTRACTOR'S own expense. Removal shall be to the depth of the existing pavement, or to a minimum of ten (10) inches below pavement surface. C. Expansion joints consisting of pre -molded bituminous expansion joint filler, one-half (1/2) inch in thickness, and two greased one (1) inch diameter dowel bars with expansion caps shall be placed at each end of the sections to be replaced. The installation of dowel bars into the adjacent existing curb will be considered incidental to this item. D. The cost of the above work, all material, all excavation, disposal and backfill necessary for the construction of the new curb shall be included in the contract unit per lineal foot for "CONCRETE CURB, TYPE B (REMOVAL AND REPLACEMENT),,. COMBINATION CONCRETE CURB AND GUTTER. TYPE B-6.I2 A. This work shall consist of the removal and replacement of Combination Concrete Curb and Gutter, Type B-6.12 in accordance with Section 606 of the "Standard Specification" as they may apply. B. All provisions listed under Concrete Curb, Type B shall apply to this item. C. The cost of this work, all material, all excavation, disposal, and backfill necessary for the construction for the new curb and gutter shall be included in the contract unit price per lineal foot for COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12. DAMAGED STRUCTURES A. In the event that a portion of curb is to be removed and replaced where a drainage structure exists, it shall be the responsibility of the contractor to maintain the integrity of that structure. B. When a drainage structure consists of a section of sewer pipe connected to a hole in the curb and draining into an adjacent structure (mouse -hole), the contractor shall protect the connecting pipe or replace it when the new curb is placed. Such replacement shall include connecting the pipe to the adjacent structure and any repairs necessary to said structure to make it functional. C. This item will not be paid for separately, but shall be considered incidental to CONCRETE CURB, TYPE B (REMOVAL AND REPLACEMENT). CITY OF EVANSTON SPECIFICATIONS FOR PORTLAND CEMENT CONCRETE SIDEWALK Portland Cement Concrete Sidewalk shall be constructed in one course, 5 inches thick, on a prepared subgrade in accordance with the following Specifications and the lines and grades established by the Engineering Department of the City of Evanston. The sidewalk shall be constructed of Portland Cement, Class 51 Concrete which shall have a minimum of 6.0 bags of Type 1 cement per cubic yard. The course aggregate used shall contain a maximum of 2%, by volume, deleterious material (commonly called Chert-free Aggregate) and the maximum size of stone shall be 3/4". Air content shall be not less than 5% nor more than 8%, and the slump shall not exceed 4". 28-day compressive strength tests resulting in less than 3500 p.s.i. or modulus of rupture less than 650 pounds per square inch at the end. of 14 days when tested by standard methods shall be cause for removal and replacement, at Contractor's cost. The subgrade shall be tamped or rolled until thoroughly compacted and shall be constructed true to grade and cross section for the bottom of the sidewalk. Where sidewalk is raised above the existing grade, fine aggregate, meeting the approval of the City Engineer, shall be used. The cost of this material shall be incidental to the price of Portland Cement Concrete Sidewalk. Side forms shall be of lumber of not less than 2 inch nominal thickness and 6 inch nominal width, or steel of equal rigidity. They shall be held securely in place by stakes, braces, or other means, with the top edge true to line and grade. The forms for the sidewalk shall be set so that the slab will have a slope of not less than 1/4 inch and not more than 3/8 inch per foot from the edge nearest the property line toward the edge farthest from the property line. The subgrade shall be moistened just before the concrete is placed. Concrete shall not be placed on a soft, muddy, or frozen subgrade. The concrete shall be placed in successive batches for the entire width of the slab, struck off from 1/2 to 3/4 inch higher than the finished slab, tamped until all voids are removed and free mortar appears on the surface, thoroughly spaded along the edges, struck off to the proper grade, and finished to a plane, even surface with floats and trowels. The final troweling shall be done with a steel trowel, leaving a smooth even surface. After the water sheen has disappeared, the, surface shall be given a final finish by brushing with a whitewash brush. The brush shall be drawn across the sidewalk at right angles to the edges of the walk, with adjacent strokes slightly Overlapping, producing a uniform, slightly roughened surface with parallel brush marks. The surface shall be divided by grooves constructed at right angles to the center line of the sidewalk. These grooves shall extend to 1/4 the depth of the sidewalk, shall be not less than 1/8 inch nor more than 1/4 inch in width, and shall be edged with a jointing or edging tool having 1/4 inch radius. The grooves shall be 5 feet apart unless otherwise ordered by the Engineer. The edges of the slabs, including those along expansion joints, shall be edged as described above. Expansion joints of the thickness specified below, shall consist of performed joint filler. The top of the joint shall be placed 1/4 inch below the surface of the sidewalk. (a) Expansion joints 1/2 inch thick shall be placed between the sidewalk and all structures such as street light standards, traffic light standards, traffic poles and subway columns which extend through the sidewalk. (b) Expansion joints 3/4 inch thick shall be placed at intervals of 50 ft. In sidewalk. Expansion joints shall also be placed where the sidewalk abuts existing sidewalks, unless otherwise directed, between driveways and sidewalks, and between sidewalk and curbs where the sidewalk abuts a curb. CONTRACTOR shall take steps as may be approved by the ENGINEER for the protection of concrete placed where there is danger of freezing. The CONTRACTOR shall be responsible for the quality and strength of concrete laid during cold weather, and any concrete sidewalk injured by frost action shall be removed and replaced by the CONTRACTOR at his own expense. Curing the concrete shall be accomplished as per the requirements of Section 1020, of the "Standard Saecifications for Road and Bridge Construction", adopted January 1, 2002, by the Illinois Department of Transportation. After the forms have been removed, the space along the edges of the sidewalk shall be backfilled to the required evaluation with material approved by the City Engineer. The material shall then be compacted until firm, and the surface neatly graded. Surplus or waste material resulting from the sidewalk construction operations shall be :disposed of by the CONTRACTOR at his own expense. The CONTRACTOR will be required to remove and construct courtesy walk and/or approach walk at unit price set, in contract at property owner's request on public right-of- way. ?, METHOD OF MEASUREMENT: This work will be paid for at the contract price per square foot for "Portland Cement Concrete Sidewalk - 5" (Removal and Replacement)" measured as specified herein, which price shall include all materials, labor, equipment, expansion joints and required curing compound necessary to construct sidewalks and handicapped ramps. Payment for the construction of courtesy walk and/or approach walk on public right-of- way (at private property owner's request) will be paid at 100% by the private property owner, directly to the CONTRACTOR at contract unit price for this work specified. DETAIL SPECIFICATIONS SAWING ASPHALT AN®/.OR CO-NGRETE SURF'ACE L General This work shall consist of the full depth sawing of the existing asphalt and/or concrete surface with sawing machine at locations where new concrete sidewalk and/or concrete curb meet existing sidewalk and/or curb. The Contractor shall machine -saw a perpendicular clean joint between surface to be removed and that to be left in place to prevent damage to the remaining surface. If additional surface is damaged or removed due to negligence on the part of the Contractor, the additional work will not be measured for payment but shall be done at the Contractor's expense. IL Basis ofPavnient This work will be considered incidental to the various pay items. DETAIL SPECIFICATIONS TRAFFIC CONTROL AND PROTECTION L General This work shall conform to the requirements of Manual on Uniform Traffic Control Devices, shall be satisfactory to the ENGINEER and shall consist of the furnishing, installation, maintenance, relocation and removal of all signs, signals, pavement markings, traffic cones, barricades, warning lights, flagmen and other traffic control devices which are used for the purpose of regulating, warning or directing traffic during the construction or maintenance of an improvement. Any traffic control device which has become ineffective due to damage or defacement shall be replaced by the CONTRACTOR at his expense. All traffic control devices shall be kept clean and neat appearing. The CONTRACTOR shall provide the ENGINEER the names and telephone numbers of two men who will be available 24 hours a day, 7 days a week, to perform any necessary work on the traffic control and protection. The CONTRACTOR shall submit to the ENGINEER for approval, his schedule for coordination of road closure, detour, access to abutting private property and to all hydrants and valves with a minimum of inconvenience, and prior to the approval of such schedule or plans any work in the project shall not be permitted. "No Parking" signs must be posted a minimum of 48 hours in advance of any work starting in the posted area. A log of when the signs were posted and the location of these signs must be kept by the CONTRACTOR. Any towing fees necessary for failure to post "No Parking" signs far enough in advance or in wrong work areas must be paid by the CONTRACTOR. Any costs incurred in the manufacturer or installation of these signs along with any towing fees that occur as a result of their being incorrectly posted shall be considered incidental to the Contract and no additional compensation will be allowed. r H Basis of Payment Traffic Control and Protection as above specified shall be considered incidental to the contract. 0 CD A (1) ram' CD i g ©c- ®(D CO yu _...:.. ............... 1 r=, V 9d.,H4Er y ` � l - ' ref '$�,, ' 'n.>•�. .y'� H�w �,y, } - r„�' - hb` r - _ %[1� <�{ Ilpciill^� ;+?I N --'''---.-"__ � ..xs�,,.a.M,... m�'_ I Y�- r�CfE �" � "_ '�,,F,,,. �i t, �ry-._•�t�l ,�L:GV I A'�W,.w„;::� �-�=w='_�"�^i mIt - .-r--_ I a c �} i - li-"----" �• 3 hN I i .w, 7 y..,..a„a.� I U u✓A'r"� /p I t ,�7'"'�-- =-' - " :h\.� i ¢ I �I t .r. i I'.?a1:;Yibti1 �^�'` k I - 9;• �''- �`n m � i plw�� r\'v_ - Sid T '-____-_� '.,fir .;• I , u, �, � � �;� � ,�v� j r.y, ' �^1� 7 is G,h ti� # - E nl yy ?.1Y{i2i{IF.$N � " ' E 7 - r��.-.._ ' ��. » {{ �y s _^-y � t� j s CJI� � -:� 3 a b.' N tb 7Tssv J ` ' I 2A. ='t �NVIIHSh€ ;- '::-7 l . <. Y y M..., . �X'I E EE ,n -' ��c C3? v,lfl y l r" 1 •y i..--._.._ 1 __ '� -,{� ��_._ e_ —I.•% ° }./ r h (i s ,r I 7I a. a .,... .. '@I=�:f.,'a? _:,'v 3`:.0 ;; �:.l:,.e. ,.� ` j 'U •r1 ?: A]ii:J U .� . a..: a A`C.J } rl 7: I �,\7' i323;Tiyii r t 7- v�/ .rL.....,.._.�._._ and 1 .I �rrd �� k' . P ii3 J:d IL 77 .:tit ei3i a9 r' Y _ tdt.' 3 h - - qh'9 XjisVMLi;)*1^i - - - 3L:='4•�Li . 1ri� � � � $ , ` ] C+�'t1i3i, •.i.-""'_ .. - . s.�:' 71li;={ 1 3 �.Er.7xF •i FAFI: I .E ..• 3 t .m{c',,: to Ri1r"aEL`�'rt',l=VE � ,i.:�•�'%i�`'1��'- _ y l ` - � U;tiO �r i n; ' { �A-r 7., , r��<. 3n9t; 7i�• � - li crrY OF EVANSaTON $7 ANPAPLD Dg$lCvN PORTLAND CEMENT CONCRETE CURBS SIDEWALK NOMENCLATURE M411V SIDEXIALK h ,APPROACH W,41-1( - —� - - - e.V15 r1"G CURB RAMP -- -- `% ' eF- CORNER CONFIGURATION TYPE 86.IZ CURB RAMP 49,6AI&AA4 NaTE'3 i r�l�" c/rY Wi�� FSraB�is��u. cvRB AMP S/OE�r/.44 K EL cV47'1UNS. 2, ANY NECESSARYRELOCAT/ON OF REvi-lEv: rflB sT F-or 2-16#rwo 5'Ysr-eM U,046.5, 4 r rHE 00RA1.--R5, W114 B,E DONE OY M5 C/TY• APP1eQvE°�%' CouRrESY I&ALK-17 "'WipE Gl1RB KEYSrani� X CURB CITY OF E.VANSTON ENGINEERING DEPARTMENT P R.�PdA lm aY 7-Mg dddd/AI/A,6C !JF•F�F' '1 1/2 EXPANSION JOINT PO' CURB 7YPE B & TYPE B-6.12. EXISTING CURB, 1.5' MIN #6 DOWEL BAR GREASED `TYPICAL SECTION FOR CURB TRANSITION, REMOVE. EXISTING CURB PROPOSED 9" PCC BASE- -;- �\�COURSE WIDENING PROPOSED. PCC CU-RB. Ik 0 TYPICAL PLAN FOR INCREASING CURB RADIUS �a I,. Typo B� C E E E /--Typs N v' 36 min. ',—T7pe 8 Type B A` min. #).22 m[ Type A Y 24 (600) a I ` st1tYP.iraght �-`� r: '•a:" --ram RECOMMENDED LOCATION OF RAMPS T LRamp slope 1,12 max. Rise of romp See Details A & B �10 (760) max. RAMP PROFILE 36 min. f9151 -_....... TYPE A R. + ..... _-............... `- AMPS TYPE B RAMPS Ramp 6 S€de curb Ramp A A -� 4) width. I (I50) b:.:c.:n a r- - G1-•i>• _ _-- Type $ RAMPS AT ALLEYS OR ENTRANCES �de /36 min. �ds (lore 141S] flare TYPE A TYPE B DETAILS OF RAMPS ExpansTbn joint Rlso of depressed curb %z (131 max Gutter slope 1,20 max, DETAIL A Side curb (where requirod) ® JQWIS Panortmero of Traaoo taff n � TC Street /l �Deprassed curb awkr •"` ftw `N, DETAIL B LEGEND '>, A. Sidewalk Ramp Detectable Warnings Non walking area Voriobi. U. Max. Vcr) �a-hal9 SECTION A -A Flush with top Of roadway curb and top of sldowalk 6 150) 2R iSD] Ramp thickness DETAIL OF SIDE CURB #Side curb may Oe constructed monolithically with romp) DATE REVISIONS 1-1-OB Switched units to_--_-- _..___..___�Er fish Imetrlcl. -_- D-1-05 Revised placement of - detectable warnlnas. title. GENERAL NOTES Detectable warnings shad Do Installed at curb ramps. medians and pedestrian refuge Islands, at -grade railroad crossings, transit platform edges, and other locations where pedestrians are required to crass a hazardous vehicular way. Detectable warnings shall also be Installed of allays and commercial entrcnoes when permanent traffic contral devices ore present. The maximum slope of the side flare for Type B romps shall be 1;101 however, If the width of the landing area between the top of the romp and an obstruction Is Isss than 4'-0" i1.22 mI then the maximum slope sholl be 1:12. Ali slope ratios are expressed as units of vertical displacement to units of horizontal displacement (M), Al dimensions Oro In inches lmlllimatersl uniess otherwise shown. CURB RAMPS FOR SIDEWALKS (Sheet i Of 2) STANDARD 424001-05 N � N - TruncoteC Dome C m o I10� Na 1 a w o u 4 - - TRUNCATED DOME DETAIL ob SQUARE PATTERN TRIANGULAR PATTERN (Parallel Alignment} DETECTABLE WARNINGS DETAIL CURB RAMPS our FOR SIDEWALKS sfw i5heet 2 of 2) ovEa rose w I STANDARD 424001--05 LEVEL LANDING SIDE CURB r r♦rai +♦r f + ♦ ♦ r•♦. r r 4" GENERAL NOTES: CURB RAMPS DETAIL ADMINISTRATIVE POLICY NUMBER 204a I t �.S' 6"--4 TYPE B METHOD 1 - PERPENDICULAR TILES SIDE CURB 5' 4" .r-24" ooea . V • � /' .y. as a TYPE A .r. . .r♦.♦.. r ��♦ ♦ rrrrW ,. ♦ v . n°°°u°n°an°an . . ayanapayonn°y°I + r r r 20'R °naanan y - - (TYP.) SIDEWALK OR GRASS SURFACE TYPE B METHOD 2 - OFFSET TILES 1. DETECTABLE WARNING TILES SHALL BE INSTALLED THE FULL WIDTH OF THE CURB RAMP AS SHOWN ABOVE, ON THE PLANS, ORAS DIRECTED BY THE ENGINEER. TYPICAL WIDTHS ARE AS FOLLOWS: a) 5' - 6" FOR METHODS 1 AND 2 b) VARIOUS LENGTHS OF RADIAL TILES FOR METHOD 3 2. A LEVEL LANDING (MINIMUM OF 5`X6' AREA WITH SLOPE IN ALL DIRECTIONS LESS THAN 2%) SHALL BE INSTALLED PRIOR TO ALL CURB RAMPS. METHOD 3 REQUIRES ENTIRE CORNER TO BE A LEVEL LANDING. 3. A DEVIATION OF A OR MORE FROM ADJACENT SURFACES IS NOT ALLOWED. 4. SIDE CURBS AS SHOWN IN METHODS 1 AND 2 AS THE TYPE A RAMP WILL NOT BE PAID FOR SEPERATELY BUT WILL BE MEASURED FOR PAYMENT AS PCC SIDEWALK AND WILL BE REQUIRED AS DIRECTED BY THE ENGINEER OR AS SHOWN ON THE PLANS, WHILE TYPE B RAMPS WILL REQUIRE CURB OPENING SIDE FLARES. 5. SEE APPLICABLE PORTIONS OF IDOT HIGHWAY STANDARD 424001 (CURB RAMPS FOR SIDEWALKS), THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 424 (PORTLAND CEMENT CONCRETE SIDEWALK), AND THE AMERICANS WITH DISIBILITIES ACT ACCESSIBLITY GUILDLINES (ADAAG) FOR ADDITONAL REQUIREMENTS. 6. DEPRESSED CURB AND GUTTER ADJACENT TO CURB RAMPS SHALL BE INSTALLED TO THE DIMENSIONS PROVIDED IN ]DOT HIGHWAY STANDARD 606001 (CONCRETE CURB TYPE B AND COMBINATION CURB AND GUTTER) 7. WHEN USING METHOD 3 ROADWAY CURB RADII SHALL BE INSTALLED AT 15', 29, OR 25' RADIUS TO THE BACK OF CURB AS NOTED ON PUNS OR AS DIRECTED BY ENGINEER. 4 fin atloean .dp. • ana;ea e a nog�b n°n an a60neaen . ♦ ♦ + . i i y r ♦ rrrr♦ nOO°n°°noa °neoenanna i i . ♦ r °°ggapen° • ♦ r • ♦ aaeao ♦ ♦ ♦ ♦ ♦ , (TYP.) METHOD 3 - CONTINUOUS RADIAL TILES W: ►I: :1k11� • ° Sidewalk Ramp Q6nO6C�0aaQeQ Detectable Warnings, Red Ir . r * ♦ .. Non walking area (Grass) CITY OF EVANSTO N PUBLIC WORKS DEPARTMENT DIVISION OF TRANSPORTATION APPROVED BY DIRECTOR OF TRANSPORTATIONIC1lY ENGINEER DIRECTOR OF PUBLIC WORKS DATE Doweled contraction Joint (Placed In prolongation with pavement joints) construction option. �- Farm with %s 13) thick Steel template 2 (SO) deep, and seal. II II 2. Saw at 4 to 24 hours, and seal. ii II Short radius curye — " (Such as entrances, — - % side streets and _ - ,n ramp returns). Contraction \\�\ Joint I _ M E [S = _ — I C= �— aS = Pavement expansion joint J with for without) dowels J B A Pavement- „ Tie bar BARRIER CURB TABLE OF DIMENSIONS BARRIER CURB TYPE I A 8 C t) R1 B-6,£2112 1 6 6 1 Iwo) (25) (150) (1501135) B-6.16 18 I 6 6 I (B-35.45UA50) (25) 1150) 050 t B-6.24 24 1 6 6 1 (B-15.601,6001 (25) (150) (150) (25) 8-9.12 12 2 5 9 1 •:8-22.30t,(3001 (50) (125) (2251 �(25) B-9.18 I8 2 5 9 1 I:B-22.45144503 (507 (]25) (225) 125) kB-9.24 24 2 5 9 1 8-22.60_600) (501 (125) (225; 125) ® ;T-1. De i.._ as Yra.aV I.V II 1i li — II (4.5 m) I (4.5 ml (4.5 m) PLAN 2- No. 4 (No. 13) bars with 2 (501 min. cf. 2- No. 4 IN13) bars Orclnage casting D. o. 2- No. 4 (No. 13) bars without curb box placed at mid -depth placed at mId-dopth (when space permits) (when space permits) Back of curb o 18 (450) long dowel bars p Drainage casting U 300 = £8 (pla50) ced dowel Construction Curb with curb box bar (placed at jolnf box Bock of curb — — —— (12) (tyP•) mid -depth). 1 5 #1.0 m min. *1.0 m min ---- 12 = , (I' (TO ( )� ExpansionZ. (30Omtyp.) ' cop min. This d1men5ion Shalt be adjusted to align With [25) Joint on the adjacent rrww�� F I � 5 13'-0"mini 3-0-min. Pavement Fulf depth & width DETAIL lr+l Edge of TO )' f1.p), 1 1 (25) - thick Wn.) pavement preformed expansion EXPANSION JOINT joint filler. ADJACENT TO PCC PAVEMENT OR PCC SASE COURSE A 1 Pavement Slope 6'/ Tie bor MOUNTABLE CURB TABLE OF DIMENSIONS MOUNTABLE QUJIB TYPE A B I C 0 91 R2 M-2.06 6 2 4 2 3 2 (M-5.15) 11501 (50) (1001 150) (75) (50) M-2.12 12 2 4 2 3 2 (M-5.30) (3001 (54) (100) (50) (75) (501 M"4.06 6 4 3 4 3 NA (M-10.151 f150) 11007 (7S) (100) (75) M-4.12 12 4 3 4 3 NA (M-10.301 (30011100) (75) (100) 175) M-4.16 18 4 3 4 3 NA (M-10.451 14501(100) 115) (]00) 175) M-4.24 24 4 3 4 3 NA (M-10.60) :6001(1001 175) (100) (75) M-6.06 6 6 2 6 2 NA (M-15.15) (150) 1150) 150) (1501 (50) M-6.12 I2 6 2 6 2 NA (M-15.30) (3001 (150) (501 (150) (50) Gutter flag width as required -For _ T _ Pavement curb 'type. ' �(175) � o Stop— �,.6i �-- Tie bar - DEPRESSED CURB (TYPICAL) RMA surfacing Mountable curb shown %thar types permitted) k // / /".�'••••••:- ',:} 9 (225)when PCC base • .- ---. ! course 5 8 1200) - - --� 10 when PCC base courserse s B (200) LPCC base L Tie bar course ADJACENT TO PCC BASE COURSE WITH HMA SURFACING 13 C A Pavement— slope I \—Tie bor Puseo .. z�s a M-6.18 18 6 2 6 2 NA [M-15.451 (450111503,(501 (1501 t50) z M-s.z4 z4 6 2 6 2 M-2.06(M-5.151 and M-2.12 (M-5.30) (M-15.60) 600 11501 (501 11501 (50) NA IVE[A OF 6ESIE�N� �•E)YIrthWEHI — DATE REVISIONS 1-1-09 Switched units to Enalish (metric). Cutter flag width qas required for_ _ 7 _I Pavement curb type. (175) Slope 5% max. Tie bar- ••••,,; DEPRESSED CURB ADJACENT TO CURB RAMP ACCESSIBLE TO THE DISABLED 1-1-07 Switched to Hot -Mix Asphalt tHMA) terminoloq,.. GENERAL NOTES The bottom slope of combination curb and gutter constructed adjacent to pcc pavement shell be the same slope as the subbase or 6% when subbase Is omitted. t = Thickness of pavement. Longitudinal joint tle bars shall be No. 6 (No. 19) of 24 (600) centers In occor- dcnce with details for longltudEnal con- struction joint shown on Standard 420001. A minimum Clearance of 2 (50) between the end of the tie bar and the back of the curb shall be malntolned. All dimensions ore In Inches (m1111meters) unless otherwFse shown, CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER (Sheet 1 of 2) STANDARD 606001-04 , - "roo tjos cNed GOr% Apdolg VA., OP 'r"AG and .,,as 11, k3ll sual. T. 'Itr, or,; form 2A rto +vwr, 2 k"Ol :,t 4 to lAAAt ksol deep proilocme 2- ao) ',A', Ad-IVA 1YA cod "q tit MO. sri "Jrb 'At -la "A,)Oe .5 per ,40,j tjp to,%,or Oov SO ll� A 0;o* dOv'I d old- 'Itsl ,-.- 911,fa 1 . "tAor% 1,1CIt rr A cons,yr bat's Vil - Oxrl- AOP, $I; VIA prolndC oAo-A CJrt, CkLIR-15 Vr Ltil A r-' [ p erailon..r t� .�.�..—Ohs way !one tonj/eJJ�/rffp rrlcades ! �� { a00 � 1 type At btlrr(aadeS� Rlt-Z �[an lap rroo S RAK1 �t�jC;R iW�A RAW naeaA "AAiY20-4401-4B nt�aA nctAc TyZO-1I0146 Or ayEna u 1V20_1t01-AB giZp Ito! -AB For WZo_tI03t0!"4B pr maintenance and utility Pro�ec#s s w20 F103t0!-45 For contract canstructton Prolaats SIGN SPACING rn SPDG„_ Posted SPeed®d B40, [75 55 35p' t .00 •ml . 56465yp0' tS0 m! a} YronUY.+t'tdtign 79Mata IIaA°T `'went I r7PPLl�A �� 5 pFf> ar9A7�a �/F , SwBOLS Wprk QS'S6 or barricade roilons) drum Q Cana, mavin4 DP$ Mot rOqulred tar Parma support Sign on Portable ar P E{a44sr with tro?t9b Gontro( sign 6arrtcode Or drum watn ftDshtn4 Ilgnt Typo 11I 6orrlaade wt#h ttdshtng I;grits ID Rofer io SIGN SPAClNp TABLE fitly dtStAnC85. ID5UrS' ® For opprovgd sfdsroad a Conml. Add n mcanes, drums P d ml centers. When drums Dr 1 Dr Type 1 1 bcrrtcacie $avr(oes pt 54' 113 T7Pp the Jr. rvat botwean ay p9 dpgbled, m CDnay, drums Dr bdrricndas aT ® ZO• Jr. m5 centers. at any - GENERAL_ N4�E5 5tcndard is U� any yerifcle, m(s qa}lv(#les time. ddY Ors '}heir the Rov6ment requiring merit. warRsrs ar tr0Epy3re of one traffic tone In qn urban pr00. dimenastons ore 1n ]n tml(llmeters A11 Sat Wise unless shown= SURE RBt P r�L�t� UNDI � d D t i 5wl#cued units to Zia 2W. Eirected tmet$190 Na:s. CorreSTANDARD 70950 t.'46 Added note C� s goP r\codes - gdo 1 t i �' Fmdrlrtgnoneg y\2o`\ion{o'_aa Fornstr�otto� N $PAClr' ao\ng S1Dagd 55o, omm) po 5r� g5o' tt6o mi 5o_k5 Zoo, (A5 iST6t50h t ci y.m� ,,y 4eP �tm�" Yam Rovco ..us Qr Yi2o`t\Ql_40 or 10.000-4 rO&O" 1121 Illo-4 sw?� O�,5 Arrpv nor or Dory,odr, 0t 5.99ort oQne, dr cyr perm St4R °', portgbt® 5�t\n9 \14�t n. Wor` coQe or drum wlt {{ p5nlct9 \\9"d}5 V y 111 1'drrtGodo {1c coAtro\ "Ion -Tip" 000or w\{h tr SJUA SPAS 6 ae{or fior dysto so p\P i$7 vtAUr®d for spell s4r only 1rgn {\a40ds gr is i Use {4a9ogr dgro06 AWWO. til gsen {or Z5o' e "{ed r Opp ro'46d $r5 ba R - \'' cor m) I'd d�7\t k11 a rtrA s y 5®d, t� 3o't\or iYP �fiweer` de 1196 al tUo dfl`2b\ dV((t5 Or oor ropor. gt c# 6° p m oet tar m\\e st.6 w" ) tlg40dt eye, ,AfIRAL IROJES dt a0yt\ma. rs�. ,jeadOrd ar e, o on lh%S oro� qh I OM o II It O e oorkgr5_ S%a �t trg{tlo on p iF $ or mer' fl bff oroo O {Oto*W- FofmaAs uvota � \tAatr1°\ GOSH SPFsfl t1R\l� �g\15�� 4= 40 mP�' ti0 Km1 L- 6v L,a,Or�'Tt$) or \ass• CBo ""'nIra L lWlt6) O Mpr'4tOr. 0 {{5gt t\dv W , yof lmet'r5l. d tinsted epee Norm Jp\, s) S m9� tm\t\lmet �r �'e In trmhg5 \a. sh°n p1k d\� %r erwlse R . ess,Td C L *;'i'ri �Oaxll p@1E.2 koOAtad nSID $. �, �g or SIV fttjR� 6yu¢!� W20`ti0t.A8 W2p�i101i01'k8 sere" ueo°` _„n�i t50 K .N xx Wt3"StOt�2A2A wr+ 4r xx '813'Lt012A2A xan W20'St41..A8 tVL,yB�s �q mP�ss "v t 0r t xmr�` vY2f'LptOY q8 4t20 LL03tDl�A �w x x WL3,Lt01'292A s' e Wy.3t07'48 Sir a Or auk W20"5t01.AB, f C1� �tj W21'SStO_A8 � *l� 1913'tt4�"242A r ` i or 011 � a �0 0�rr iYP t or TYP „ 0 0 0 oreie0ats 0 0 � 0 � �r100p0s 0 S�,P� j4 t7 p Q EO ` �3t9} R14'2 ' C%a`'�'Q 48 tst. Os Di Ste 9 Or Fi,RGGER ; q9w Age�n W2I-1110(0)-48 W2O-1101-48 W20-I1030-48 > or Or �°* Reap � �� W20-€10)-48 W20-I1030-48 W21-Ia(0)-48 C� S S S IItI b (D i- ' I m LEFT TURN LANE OR C NE TER MEDIAN OPERATIONS I SIGN SPACING Posted Speed Sign Spacing % 600, (150 m) 50-45 360' (100 m) <45 200' 460 m) ® IM—T. p,cmimeM os irMb �ppg � l[ert � lPPR6yEp der.�n�fr�,.p�y 4 RmFn Epp (1) Refer to S€ON SPACING TABLE for distance. 0 Required for speed > 40 mph. ® Cones at 25' (8 ml centers for 250, 475 ml Addittonai cones may be placed at 50'05 m)centers. When drums or Type I or Type II barricades are used, the Interval between devices may be doubled. 9 use flogger sign only when flogger Is present, 0 Omit this sign when median Is less than 10' 0 m) or for bl-dIrctlonal turn lanes. ® Cones, drums or barricades at 20' 16 m) centers In taper. SYMBOLS N N ® Work area 0 Cone, drum or barricade la Sign on portable or psrmonant support 1111111111110� Arrow board Barricade or drum with flashing light f Flogger with traffic Control sign F4AGGEf3 ft9Ap NOR%EAS Or 9kSTR W21-1110(01-48 W20-[10l-48 W2O-1103(0)-48 SHOULDER :r or �) OPERATIONS xa�RR u�su Type i or W21-lo[O)^48 Type 1I barricade % 1 :21-100-48 p � ...- S CORNER YLAND b _ OPERAT ONS or V o--� GENERAL NOTES 0 �c This Standard 15 used where anytime. rua�re day at- night, any vehicle, equipip ment, workers Or their activities encroach an the pavement during shoulder operations Or or where construction requires Ia€Te �I �r\\/\/, • W20-I101-48 closuros In on urban area. NaR�eRs Or Calculate L as follows: 51J� W21-Il€0(0)-48 W21-€a(01-48 SPEED LIMIT FORMULAS 40 mph (TO km/ )tl English (Metric) or' less. W52 eL — L 60 L 150 W2O-5(0)-48 45 mph (80 kh/h) 8 or greater; L = 1W)(S) L 0.651Wi€S) _ s4aa Rasp W » Width of offset Imo® irt— pSTRUC€ Qr ',Oq In feet (meters). AR[Ap AKAa S = Normal posted speed W20-IIO3(0)-48 W20-1(0)-48 for mph lkm/h4 for contract maintenance construction and utility projects projects An dimensions are in inches (millimeters) [)n1855 Otherwige shown, DATE REVISIONS 1-1-09 Switched units to URBAN LANE CLOSURE, English imetrlc). MULTILANE INTERSECTION Corrected sign No.'s. 1-1-08 Added note (¢) l� STANDARD 701701-06 SYMBOLS ® Work area Sign on portable or permanent support I Barricade or drum O Cone, drum or barricado 3--L Type III barricade F� ryuncin aeywxman'r of Trarrnnartai�o� :r FRPd©'/E9 A/p d ra'+' I. ZWS ENf,IxE£R OF ©LS�MI E�IgO[mFl/i SIDEWALK CLOSED V$F OTHER Sip( I F I R11-1102-2430 I 1•^•---•'-" 1 I I L a C>10, (3 m) Spacing SIDEWALK ROAD W20-1103(0)-48 for CLOSED ONSTROCT€O contract SIDEWALK AHEAD construction CLOSED R11-J101-2418 projects � USE OTWWA Or sloe R€1-I102-2430 aK• V W20-110)-46 for malntenancand utility protects CORNER CLOSURE I) 25' 18 m) Spacing 0 0 0 0 O 10' (3 ml Spacing SIDEWALK Cron go Safety Fence CLOSED ROAD W20-1103(01-48 for R11-1101-2418 ONSTREICTIO contract KEEP AHEAD construction projects IN Or LEFT SIDEWALK Y CLOSED use o SITE Rll I302-2430 R3-1-2424 TTT I Orange Safety Fence 1 Type ill barricade T [Sea General Notes :��] I - I Safety Fence SIDEWALK CLOSED 1111! ROAD MDIM CLOSED IDE AHEAD R11-I102-2430 R3-2-2424 W20-3(0)-48 CROSSWALK CLOSURE R4-7b-1824 ROAD W20-1101-48 for WORK maintenance AHEAD and utility projects MID -BLOCK CLOSURE aK May be used when applicable SIDEWALK CLOSED vs: or�st sly RII-1102-2-430 GENERAL NOTES Whers, at any time. pedestrian traffic must be rerouted due to work being performed. The SIDEWALK CL05ED / USE OTHER SIDE sign shall be placed at the nacroat crosswalK or Intersection to each end of the closure. Where the closure occurs at a corner, the signs shall be erected on the corners across the strset from the closure. The SIDEWALK CLOSED signs shall be used at the ends of the actual closures. Type 1€i barricades and R11-2-4830 signs shall be posttioned as shown In "ROAD CLOSED TO ALL TRAFFIC" detail on Standard 709001. a� aY Omit whenever duplicated by All dimensions are In Inches (millimeters) road work traffic control. unless otherwise shown. DATE REVISIONS I-€-03 Switched units to Enq Ilsh (metric), 70'LO01 to TO9001. 1-1-00 Revlssd Standard Title and KEEP LEFT sign number. LANE CLOSURE MULTILANE IW OR 2W CROSSWALK OR SIDEWALK CLOSURE STANDARD 701801-04 ti-1z £200-3001 --. . ?F n. (75k A 1$ min, i A £l0O) 14503 zr � 4 o UT)e £100k N — Y•R 4-6 t100-1501 10 4-6 £100-150) P Sy Orangs �� Orange - - 1 CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM POST MOUNTED 12 £300) � In, .s,.// 6 1/011 ,c h_ r5 "`;f1law'ica �� xn.�i E 24 mtn. T—T E o N y m o 1. W � £stko) m I' /%/�%i f/0l/p/lel10 Amil I _ 24 m1n. _ i 4' min. 24 16001 (1.2 m) "� tG00) elm•➢ — TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE Warning lights (If requlreci) GENERAL NOTES All heights shown shall be measured above the pavement surface. All dlmsnslons are In Inches im£liimetersi unless otherwise shown. DATE REVISIONS ® III—?. oea 1...t o+r.,nap,.retim I-1-03 Switched units to TRAFFIC tt CO{—N�+TROL ..v„or, E. zoos EnpSlsh tmotric). Omitted DEVICES ICLJ MCP E tight on vertical papal. (Sheet I of 3) i woa57dB s 1.-1-06 Renumbered Standard f � :. 702001-06, Rev. note for STANDARD 701901-01 ,,, i�ea s�k �nnw�ar Items. signs on Sheet 2. SYPe 9 m° �°tlrectlonat f'ashinq ltq ri 1.8 t r owoad Past t 7 Zl1 ml mm. u ban 0 o A` t1.2 mi ban �• ta.a mi W at PC �»- t edge . Etayatta .....r.— it at Dayeme Il 5, i1.5 ml min. ., "dment PO5 Nf©UNTO r oro older are present y� Ynen c b or 91ia14 she 4 t5401ne°outside tn15 ofacurb axed 1 der- face the Po od9a a# ` 2C69 �q,QYcG � as c 24 1500 " y Edge of t n°V Face 0f curb Elevation of edge Of pavement 90RARI SUPPORTS. SIGHS ONn 0 operadtimenslon Shall tbt qnd 5 to, n66, tgnf6to 6, be seen by sna motorists. _ 1159W 050a 501 Ord", SIG' itF S4�,LIFIiBi G m ttIG�VEt- i�ARNI�G --� 2'±._- t6001 t 5 REVERSE sla FRONz 510E SIN a0w ENO .l 00M5TRUC'itON CQtYSTlit)C7i0o- #EXT % M1t.fiS at41-6024 G20-2 O20-ItOl-6D�s raleats This stgt32004 mt aaum°re Inrien 9 h. 10N taEX X "ILES 7sign ro� 2 miles of p ROAOlaOe�D6 i150 mlln adwande S$aR 11mtts• n snarl be erelab is cted at SSRor"'011 Sig'mess another tND he and lies i3200 mi' Wlthin 2 m 5 matt be Utikt%ad on mottV- Dual z,lghw lrp tone LIMN SIGHING �F<K �1 dimen5tons are jr, Vnanes s ttttme;arsy ur�aS� otherwl5e shown FVIC CON SSheet 2 of 31 g 01)ARD 10190A.01 24 t r► A (GOO) $'min. - ......,...,..... O Si.2 m) 5'mIn. C (2.4 m) -- — np 0 weep holes N ¢ Q•-•---- - --- -- CanstrUaf€on d £$ m £8 m £$ m adv¢nca 2�. Xz0 warning signs I50 m) S60 m3 (60 mi A a rl;� PLAN ° 25' (8 m) _ IYi 3 Face may ba f1.6`ml } TYPE A TYPE B TYPE C I II i5) stepped or smooth - - - 7 ROOF ROOF OR TRAILER TRAILER +� Traffic I MOUNTED MOUNTED MOUNTED � w ff Epoxy channels ARROW BOARDS �- V/2 ± I �— SECTION A -A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS = u :- .I u �-� z IZ min. Type A 6 max. e �I 6 max. E; E I 4300) flasher [I5©) I II50) Rii-2� 1150i M h I CLOSED Edge of ShaUldsr 't �1 n.�/ 12 min. PovefRant �/T� J .•... Ile 3001 Type A RII-4 ROAD CLOSED TO ALL TRAFFIC flasher ., Refleatorized striping may be omitted ROAD CLOSED Rono CLOSED on the back side of the barricades. To Ta If a Type Ill burr#cads with on attached TRRu TRO-": THqu TRAFFIC - sign pcn91 which meats NCHRP 350 Is not - avallable, the sign may be mounted on an NCHRP 350 temporary sign support directly �y-.,.;6,Y.�..,,.;;.•,,;:•.:•; y.�:• .":'.`^.-=4"."'.- v;� All dimensions are 1n Inches (millimeters) ./� In frond of the barricade. Pave ent unless otherwise shown. ROAD CLOSED TO THRU TRAFFIC ®irra�e uaw:�*mmr of T:au+osto:inn both lodesrIzo striping shall s, If an TRAFFIC CONTROL TYPICAL APPLICATIONS OF both lodes ri the barricades. [f p Type III barricade withan attached DEVICES S V.TYPE III BARRICADES CLOSING A ROAD sign panel welch meltss3 NCHRP 50 is MAW�� not availpble. the signs may be mounted SSMeet 3 of 31 .aaxovtu �- moe on NCHRP 350 temporary sign supports E - directly In front of the barricade. STANDARD 701901-01 E R �l iROwFMf