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2011 MFT Street Resurfacing Program
Illinois Department of Transportation COUNTY OF Proposal / Contract Comer PROPOSAL SUBMITTED BY Schroeder Asphalt Services, Inc. Contractor's Name P O BOX 831 Street P.O. Box Huntley IL 60142 City State Zip Code STATE OF ILLINOIS COOK CITY OF EVANSTON (Name of City, Village, Town or Road District) ❑ ESTIMATE OF COST ® SPECIF1CATiONS ® PLANS Approve-d as to forii7� ❑ MATERIAL PROPOSAL ❑ DELIVER AND INSTALL PROPOSAL El CONTRACT PROPOSAL ® CONTRACT ����arr� ® CONTRACT BOND ?` OraiiOn Cctinsel FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. RESURFACING OF VARIOUS STREETS SECTION NO. 11-00260-00-RS TYPES OF FUNDS MFT For Municipal Projects Submitted Approved/Passed 1M/% Date For County and Road District Projects Submitted/Approved Submitted/Approved Date ❑ Highway Commissioner Date ❑ County Engineer/Superintendent of Highways Department of Transportation ❑ Released for bid based on limited review Date Regional Engineer ❑ Concurrence in approval of award Date L0 1 I INto ional Engineer Sat Nagar, RE. Senior Engineer on behalf of iDOT pursuant to Agreement of Understanding Dated July 11, 2000. BLR 12210 (Rev.12108/08) CITY OF EVANSTON SPECIFICATIONS AND BID DOCUMENTS For 2011 MFT RESURFACING OF VARIOUS STREETS (11-00260-00-RS) BID OPENING DATE, TIME, & PLACE: Tuesday, March 1, 2011 at 2:00 P.N.C. 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: 35 Working Days 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 MFT RESURFACING OF VARIOUS STREETS (11-00260-00--RS) Bid Number: 11-58 Table of Contents Section Title Page 00030 Notice to Bidders ...................................................... 3 List of Project Streets Location Map 00100 Instructions to Bidders ................................................ 5 00200 General Conditions..................................................... 11 M/W/EBE Goals 00800 Supplemental Standard Specifications .............................. 35 20000 Special Provisions, Technical specifications, Standard Details ...... 75 20300 Bid Form Attachment A, Schedule of Prices Attachment B, Disclosure of Ownership Interests Attachment C, MIW/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 Proposal Bid Bond City of Evanston., Special Provisions and affidavits Affidavit of Availability Forms to be returned with Bid Proposal • Bid Form — Section 20300 Schedule of Prices — Attachment A m Disclosure of Ownership Interests — Attachment B Y M/W/EBE Goals — Affidavit of Joint Venture Schedule of additional M/WIEBE Subcontractors Letter of intent from M/W/EBE to perform as Subcontractors Affidavit of M/W/EBE Goal Implementation plan MIW/EBE Participation Waiver Request Wage Rate Act Sheet Conflict of Interest Bid Bond (Bid Security) — Attachment D • Affidavit of Availability 0 City of Evanston, Special Provisions CITY OF EVANSTON NOTICE TO BIDDERS SECTION 00030 Scaled 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, March 1, 2011 and will be publicly read thereafter in room 2404. Bids shall cover the following: 2011 MFT RESURFACING OF VARIOUS STREETS (11-00260-00-RS) Bid Number: 11-58 Work on this project includes all materials, labor, equipment and services for Utility Improvements, Street Resurfacing and all incidental restoration work in 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 plans and specifications, will be available in the Office of the Purchasing & Contracts Manager on February 3, 2011. There is a non-refundable payment of $50.00 for each set. Checks should be made payable to the City of Evanston. 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 proposer/bidders 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 ILCS 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: Evanston Review: February 3, 2011 Illinois Department of Transportation Notice to Bidders Route 1 RETURN WITH BID County Cook Local Agency City of Evanston Section 11-00260-00-RS Time and Place of Opening of Bids Sealed proposals for the improvement described below will be received at the office of Purchasing&Contracts Manager 2100 Ridge Avenue, Evanston, IL 60201 (address) until 2:00 o'clock P M., March 1, 2011 Proposals will be opened and read publicly (date) at 2:00 o'clock P M., March 1, 2011 at the office of Purchasing and Contracts Manager (date) Room 2404, 2100 Ridge Avenue, Evanston, IL 60201 (address) Description of Work Name Resurfacing of Various Streets Length 6,879 feet ( 1.30 miles) Location Various Streets Proposed Improvement The Resurfacing of Various Streets with replacement of curb, adjacent sidewalk, adjustment of utility structures, sewer structure/pipe installations, and all incidental construction. Bidders Instructions 1. Plans and proposal forms will be available in the office of Purchasing and Contracts Manager Room 4200, 2100 Ridge Avenue, Evanston, IL 60201 Contact Person: Jewell Jackson, (847) 866-2935 2. if prequalification is required , the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability' (Form BC 57), in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One copy shall be filed with the Awarding Authority and 2 copies with the [DOT District Office. 3. All proposals must be accompanied by a proposal guaranty as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions". 4. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions". 5. Bidders need not return the entire contract proposal when bids are submitted unless otherwise required. Portions of the proposal that must be returned include the following: a. BLR 12210 - Contract Cover d, BLR 12222 - Contract Schedule of Prices b. BLR 12220 - Notice to Bidders e. BLR 12223 - Signatures c. BLR 12221 -- Contract Proposal f. BLR 12230 - Proposal Bid Bond (if applicable) g. BLR 12325 - Certified Apprenticeship and Training Program 6. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. Printed 1/25/2011 +A BLR 12220 (Rev. 12106) 7. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. 8. The bidder shall take no advantage of any error or omission in the proposal and advertised contract. D. if a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 10. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. By Order of City Council (Awarding Authority) Mr. Rodney Greene, City Clerk 44;.44P'-' otKighwayslMtjnicipalClerk Note. All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are processed. Printed 12/1/2009 4-B BLR 12220 (Rev. 12106) RESURFACING OF VARIOUS STREETS 11-00260-00-RS STREET FROM TO LENGTH WIDTH REMARKS ( FEET) (FEET) CHURCH STREET HINMAN AVENUE SHERIDAN ROAD 785 29 COLLECTOR COLFAX STREET POPLAR AVENUE JACKSON AVENUE 829 24 LOCAL DAVIS STREET ASBURY AVENUE RIDGE AVENUE 304 36 LOCAL GREENLEAF STREET ASHLAND AVENUE ASBURY AVENUE 800 30 LOCAL GREY AVENUE BRUMMEL STREET N. END NIBRUMMEL STREET 470 29 LOCAL HINMAN AVENUE MAIN STREET LEE STREET 616 32 & 35 LOCAL JACKSON AVENUE COLFAX STREET LINCOLN STREET 462 24 LOCAL LAKE SHORE BLVD. LEE STREET HAMILTON STREET 1,295 30 & 39 LOCAL PIONEER ROAD COLFAX STREET HARTREY AVENUE 1,318 22 & 24 LOCAL TOTAL 6,879 City of Evanston Department of Public Works Fly 2011 MFT Street Improvement Project Owl NWIi �mINII IIII aI l NN�glIIi glI Q �I g g 2600 GENE"" EAs9u 5tw SABEIU{3T i , PMPSON ST zoos �� g 1800 J _ q Iri`pN5 ST � « aS2 fl � m 1700 — CNuxcF. $T 1600 a [ E e `§ ClIPFPROST ;Q� �� iHAY� ST 00 2700 rHAYTx� TMAYTx � [ � iHAYER $T [ M, 5 � AYF � Fjfi 51 FARK Pi. PARK Pt � xnLs LN `�� HARrzeu o �. sr t7 � HARRELL 5r 3 26DD , NILLs�e NO CENTRAL $Y a CEN?RA6 SF _ vH 0 � � � q � MARR ���YY UNCPIN ST z MARR3sPN SF C7tFAx a $T � � 2400 COE'Al: 23 1600 � Street Resurfacing LAKEST 1400 GRFwC�o " Railroad 1300 'a 'a oEMPSF F0.nEER > c Elt ON ST [ LYCN 9 U0'b ST ` MARK 6 # d gg S OW. j hHP L p Gl GR�'E 5T O N a ST p _ TfT2Ri —LT � SHEREDAN FL1 SHERTpAN R0� l Iu+cRsroe1 P M4HRCELLO f fK CLH+'TON pL CENIRAL SF N_,_ A4YEIM.' M3LV9RN ST ' UNCOLN $T :COEFA% a < SF =ttOY6 PARTN Q H 2 HAVENSi tlRS 4 CrA ELP J fl GINNER fL O HAuvNsr L}BRARY n FmSIER 3T F�.;,r;1RsoN sr � � 0 VHZVENSRYYL a 3 GREEOW00 ST ��� a a a oEMr•SrERSF 2900 N 2800 2700 2600 2500 2a0o 2300 2200 2100 2DA0 1900 — Street i WILDER ST NOR T > µ� w W-FL 9 < [ 7 21 1200 �__�_ k. 5T I i r 8 Itr S City Boundary m [ a Y j a a oaM m �a`� a a$ z= i1 [ < s ,cRE EAF sT a GREENIEAF SI >u NA{ICna ¢ i 1?z o a [ G LEE srST 1000 £ LEE � � 900 } MAW ST � 3 STT ' i �� � � Q IWASH14r'TONS WASNINGF N ST a d .= vtASFNGrc Rri/ (� ': KEG E ST 800 MON130MROE $F MONROE 700 u e w o sF_ �g CLEvLAN) REBA n stwaxo sr i Hrm EY ST i SkwAR'1 SF SE=IARO SF 600 tEa Y s KL4N Y sF a n A m p v4MRR9 , Sr SWK ffiVD SC))UTFa � V57BLV� so U ELV> � } 7 5DD �N k m OAp 7N 67 J • r I flAKIONSY 4 = AU57 N ST � a AR PC r 400 I { i JKERK 5T 6 � HUiL TER '� Og ST 3011 City of w w.,,<-.. Fw ,', "Alv/R 'El E 'o{ -+xxlf� r„ T,E,wuE,�.',ULFO�RO SS I CASE SF EFL'= n, : BRUMMELPL 'a �' §< eRUMMEL ST •'•"•""w,.-.E.,.,ww.. �M-> /ry''//"�� /"� [ 91 a. 81iMMEL Sr •',� 2DD E ♦ anst �� g e [ 00856N SF ur OOBSON Sl' P1 Business Performance I 3 d i 00 P------ & Technology Division — HOWARo3T HOWAR05T Geographic information System Mile D 0 25 0 5 1 N p j NI NI MINI I �' `�3 �1 PI I '�I p � p� o 1I� � � 8 21�1 <4 I8I NI oI 2011 street improvement ro ect.mxd A m C' n N M A q a R This map is provided "as is" without warranties of any kind. See www.cityofevanston.org/mapdisclaimers,htmt for more information. 18DO 1700 1B00 1500 1400 1300 1200 1100 1000 3D0 800 700 600 $DO 440 300 200 100 12/10/2010 VABEUA SY ; JENKSST » a "';'9 cnxcm wrsr cx�wc[�.ew — Ta Reh` a CENTRAL ST ST � � � ftPSAUEsr� > :0 COEFAK ST 'a 4,t F / GRANIST lA YY � No 3r na'iG PWE Si k. LFOE CITY OF EVANSTON INSTRUCTIONS TO BIDDERSIREQUIREMENTS FOR BIDDING (CONTRACTS OVER $20, 000) I. ON -TINE NOTIFICATION OF SOLICITATIONS, The City is utilizing Demandstar.com (vrww.dernandstar.com) for on-line notification purposes only for sealed bids when it is anticipated that the amount of the 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 shall be withdrawn or canceled for a period of ninety (90) calendar days. 3. SUBMISSION 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, IL 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 THE 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.openi_ng time. Mailed bids, which are delivered after the specified hour, will not be accepted regardless of post marked time on the envelope. D.) Bids will be publicly opened on the date and time specified for the 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 BIDS. 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, lump sumprice, or a "no -bid", as the case maybe, must be stated for each and every item and must be either typed in or written in ink. S. 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 or printed belowhis or her signature. D.) Bids which are signed for a partnership should be signed in the fern's name by all partners, or in the firtn's name byAttomey-in fact. If signed byAttorney-in-Fact, there should be attached to the bid a Power ofAttomey evidencing authority to sign the bid, dated the same date as the bid and executed by all partners of the firm. 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. W iTf1DRAWAL OF BIDS. 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 sixty (60) calendar days. When contract approval is required by another agency, such as the Federal Government or the State of Illinois, no bid shall be withdrawn or canceled for a period of ninety (90) calendar days. 8. 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 internet at www.demandstar.com. or by contacting the office of the 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; (fl 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 performance 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 r' 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 ascertainpriorto 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 iuforirnation necessary for that purpose, the contractor shall, nevertheless, be required to perform suchwork 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, testholes, or other means, the nature of all soil and waterconditions (both above andbelow ground in the line ofwork) that may be 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 of the Federal, State, Local and City Governments, which may in any manner affect the preparation ofbids or the performance of the contract. 18. INTERPRETATION OF CONTRACT DOCUMENTS. Anybidder in doubt as to the true meaning of anypart of the specifications or other contract documents, may request an interpretation thercoffrom 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 interpretation 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.)AII bidders must be qualified in accordance with the instructions, procedures and methods set forth in this specification. B.)Iu 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 furnish 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 famish 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 furnished. 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 infringement of any patent, copyright or trademark rights, and must bold 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 fret. if the firm's bid is within, five (5%) percent of the low bid of a non -Evanston firm (see Exhibit ED. 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 should be 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 forth 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 each bond a certified and effectively dated copy of their Power ofAttorney. 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. R.) 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 fi mediately, 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 componentpart 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 fulfill 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 bybidders in replying to this invitation for bids. i 38. VARIANCES. Each bidder must state or list by reference any variations to specifications, term 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: 1. 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 40 41 42. At the City Attoroey's option, Contractor must defend all suits brought upon all such Losses and must pay all costs amd 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 may be siabject to the Workers Compensation Act, 820 ILCS 30511 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 CompensationAct, 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 performance of Services beyond the term. Contractor acknowledges that the requirements set forth in this section to indemnify, keep and save harmless a-jd 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. DEFAULT. Time is of the essence of this contract and, if delivery or acceptable items or rendering 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 action by the City to enforce this contract. -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. 'EQUAL EWLOYARNT OPPORTUNITY. A.) In the event of the contractor's noncompliance with any provision of this Equal Employment Opportunity clause, the Illinois Fair Employment Practices Act, or the Pair Employment Practices Commission's Rules and Regulations for Public Contracts, the contractor maybe deciarednon-responsible 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 or remedies invoked as providedby Statute or regulation. R.) During the performance of this contract, the contractor agrees as follows: 1.) That it will not discriminate against any employee or applicant for ernployment 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 all j ob classifications to determine if ininority persons 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 areas) 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 diserianinationbecause 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 is bound by a collective bargaining or other agreement or understanding, a notice advising such labor organization or representative of the contractor's obligations under the Illinois Fair Employment Practices Act and the Fair Employment Practices Commission's Rules and Regulations for Public Contracts. If any such labor organization or representative fails orrefuses 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 whew. necessary to fulfill its obligations there under. 5.) That it will submit reports as requiredby the Illinois Fair Ernployment Practices Commissions Rules a -ad Regulations for Public Contracts, furnish all relevant information as may from time to time be requested by the Pair Employment Practices Commission or the contracting agency, and in all respects comply with the Illinois Fair Employment Practices Commission's Rules and regulations for Public Contracts. b_) That it will perrrrit access to all relevant books, records, accounts and work sites by personnel of the contracting agency, the City Manager, the Coma- ission 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 9 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 Rules 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 for Public Contracts so that such provisions will 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 pair Employment Practices Commission in the event any subcontractor fails or refuses to comply therewith. In addition, no contractor will utilize any subcontractor declared bythe 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 finrrish evidence of his or her compliance with this requirement of minority 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 further 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 contractors on a rate basis comparable to their bonding of similar non -minority contractors. The contractor maybe required to submit this evidence as part of the bid or subsequent to it." \ 44. 1V [W/EBE GOALS The City of Evanston has a goal of awarding 25% of its contracts to Minority -Owned, Women -Owned, and Evanston -based businesses (M/W/EBEs). All respondents must submit a letter on their company letterhead stating the proposed involvement ofM/W/EBEs in completing a portion of the services required by the City. Please note: -the City of Evanston 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/W/EBE 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 suchtrades 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 8471448-8078 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. 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. OUANTITIES 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. 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 11 6. LIQUIDATED DAMAGES A. The Contractor must 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 maybe 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 a 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 minimum 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 of the 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 claimed on account thereof and then only to the extent, if any, allowed by the City. 8. PURCHASE ORDER/CONTRACT 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 formwill be issued establishing the revised contract period. 9. PAYMENT A. Progress payments will be made in accordance with "Applications for Payment" and "Project Closeout" sections of the specifications, less a 10% retainage for each payment, which will 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 witli linois Local Government Prompt PaymentAct. 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. If the 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 5. 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 IN 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 termination, 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 fizrther payment until the work is finished. Ifthe unpaid balance (f 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 mayprocure, upon such terms and in such manner as the City may deem appropriate, 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 perfom-i 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. If 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 alien, 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 of the contractor's work depends forproper 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 his subsequent work, the contractor shall measure work already in place and shall at tine report to the City any discrepancy between the executed work and the drawings which will affect his work. M 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 15 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. 20. CLEANING UP A. The contractor shall at all times keep the premises free from accumulation ofwaste material or rubbish caused by his employees or work and at the completion of the 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 daring the course of this contract and restoration of these areas. B. All ;restoration work shall be subject to the approval of the 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 of the 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 ofno 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 Payroll 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 of the construction project, 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 r 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 pay period, number of hours worked each day, and starting and ending time 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. D. All certified payrolls shall be submitted in electronic formal, preferably a PDF file. 23. CONTRACTOR REQUIREWNTS 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. Illinois 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 33E-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 ILLS 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 HumanRights 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 Human 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/'u) 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 ofperform:ing 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, firm 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 of money for proposed contracts with Subcontractors/major suppliers. The City will review and may direct the Contractor that they 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/constmetion 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 a part 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 a bond 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 a 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. 19DEMNUY 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: 1. 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 S. 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 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. At the City Attorney's option, Contractor must defend all suits brought upon all such Losses and must pay all costs and 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 may be 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, 146 111. 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 performance of Services beyond the term.. Contractor acknowledges that the requirements 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 in the Contract. 27. CONTRACTOR'S LIABILITY INSURANCE A. THE CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS CONTRACT UNTIL THEY HAVE OBTAINED ALL INSURANCE REQUIRED HEREIN AND SUCH INSURANCE HAS 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 and Gewalt Hamilton Associates, Inc. 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 shall promptly furnish the CiWs S afety/Risk Management Director with copies of all reports of such incidents. 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 MINIMUM 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 Consequent Death Each Occurrence $ 3,000,000 Bodily Injury and Property Damage AgPreate $ 3,000,000 The Insurance Certificate Must State That The Citv 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.. 2-1 .A CITY OF EVANSTON SPECIFICATION FOR MINORITY, WOMEN & EVANSTON BUSINESS ENTERPRISE PARTICIPATION 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 Cade 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 ESE 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 MMEBC Specification 12-08-10 � Z 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 construction 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 bidder 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.1 THROUGH A.6 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. 3. A completed and signed "Schedule of Additional A/W/ESE 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 Xntent from M/W/EBE to Perform as a Subcontractor, Supplier, and/or Consultant and Affirmation of M/W/EBE Status. " This document must describe the work to be performed with the corresponding subcontract dollar amount. 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 M/W/EBE SUBCONTRACTORS". EBE STATUS WILL BE VERIFIED BY THE CITY OF EVANSTON BUSINESS DEVELOPMENT OFFICE. OR BIDDERS MAY SUBMIT G. 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 must 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. dames (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/EBESpecilication 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: 1. In a timely manner for completion of the work in accordance with the project schedule; 2. To the standards of quality 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." 5. A monthly MIW/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 MIW/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 of MWEBE participation (see MIW/EBE Participation Summary). Any and all proposed changes to the Schedule A, MIW/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 MIW/CSC Specifica€ion 12.08-10 26 Contractor fails to initiate and promptly complete such actions, the City of Evanston will institute appropriate sanctions. C. AlI payment requests made to the City of Evanston must include a cumulative M/W/EBE Utilization .deport 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. VIL 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 boobs, 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 auestions reeardinia MBE, WBE and EBE compliance are to be directed to Llovd W. Shepard, Business Development Coordinator, at 847/448-8078 or email: lsheDard0.citvofevanston.org. Assistance with identifviniz M/W/ESE capabilities for construction trades, architects, engineers. landscaDinq, etc., can be directed but not limited to M/W/EBE Construction Contractor Assistance Orzanizations in the attached outline. Following below is Ordinance 50-0-10 Amending Title 1, "General Administration," Chapter 17, "Purchase, Sale, and Lease of heal 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", 1v1/W/E8E Specification 12-08-10 2 7 MIW/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 (MBEIWBEI OF PAID THIS PAY PERFORMED EBE) CONTRACT TO DATE REQUEST THIS PAY REQUEST AMOUNT PAID TO PRIME CONTRACTOR: MMEEE Specification 12-08-10 2_ SUGGESTED ADVERTISEMENT FOR MINORITY, WOMEN & EVANSTON BUSINESS ENTERPRISE PARTICIPATION* Notice to Minority. Women and Evanston Business Enternrise is (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, in writing, (Certified letter, return receipt requested, Companv 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 must uniformly 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/EBE Specification 12-08-10 7-Cr M/W/EBE Participtation Summary Name of Project: Gen, Contractor: Total Cost of Project: Prime or Subcontractor Sample M W/EBE Participation Summary Accumulative Total Th€u: Monthly Report: Description of Work Total Total M/WIEBE MIW/EBE Type Subcontrac Subcontract Value Commitment Subcontractor Value (to date) (to date) Arch. Precast Conc. Masonry Caissons/Sheeting Concrete Structural Steel HM/boors/Hardware Windows/Curtain/wall Plumbing Plumbing HVAC/Fire Protection HVAC/Fire Protection HVAC/Fire Protection Electrical Electrical Electrical Painting/VW C Landscaping Subtotal MBE (Minority -Owned Business Enterprise) (Subtotal WBE (Woman -Owned Business Enterprise) (Subtotal EBE (Evanston Business Enterprise) Total MAIV/EBE Participation Total M/W/EBE Participation vs. Subcontracts Awarded (Total MIW/EBE Participation vs. Total Contracts Awarded 100% 100% 13% 22% 17% 100% 100% 5% 32% 17% 5% 1% 14% 2% 10% WBE MBE EBE EBE WBE WBE WBE MBE MBE WBE MBE MBE WBE WBE MBE EBE EBE M/W/EBE Specification 12-08-10 ?)' C') Construction Contractors' Assistance Orizanizations 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 76`h Street, Suite 200 Chicago, Illinois 60620 773-483-4000 773-483-4150 Fax Email: bctmewerai7a,ameritech.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 1110 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 Attn: Paul Cerpa, Executive Director Email: ocerna ahaciaworks.ore Gilbert Villegas, Associate Director Email: vg illejzas ffiaciaworks.org Wom&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 MIWIMESpecification 12-08-10 02/01/2001 AN ORDINANCE Amending Section 1-1 7-1 (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, ILLINOIS- 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 quoteibid price from a responsive and responsible Evanston Business Enterprise ("EBE") provided the EBE's quote/bid price does riot surpass the lowest quote/bid price or lowest evaluated quoteibid price from a responsive and responsible nonlocal business by more than five percent (5%). Section 1-17-1 (B)(1): An EBE 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 EBE credit claimed for its performance of 32 the work and other relevant factors. (b) An EBE does not perform a commercially useful fimetion 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 function. (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 %xm 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 N WEBE Committee will consider the following: (a) Whether the vendor pays property and/or sales taxes 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 12, 2001 Adopted: February 26, 2001 Ends Definition of EBE Remainder of Page Leif Blank Intentionally 34 CITY OF EVANSTON SUPPLEMENTAL STANDARD SPECIFICATIONS SECTION 00800 TABLE OF CONTENTS SECTION SECTION 101 - DEFINITION OF TERMS ......................... __ ................ SECTION, 102 -ADVERTISEMENT, BIDDING, AWARD AND CONTRACT EXECUTION ................................................ SECTION 104 -SCOPE OF WORK_ � ...................... .............................. SECTION 105 - CONTROL OF WORK ................ __ .................. SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC SECTION 108 - PROSECUTION AND PROGRESS.. SECTION 109 - MEASUREMENT AND PAYMENT... SECTION 201 - CLEARING, TREE REMOVAL AND PROTECTION, CARE AND REPAIR OF EXISTING PLANT MATERIALS ............... SECTION 208 - TRENCH BACKFILL ...................................................... SECTION 211 - TOPSOIL AND COMPOST..... . ................... __ ................. SECTION 252 - SODDING ........................................... SECTION 351 - AGGREGATE BASE COURSE ............................... SECTION 402 - AGGREGATE SURFACE COURSE ................ _ .............. SECTION 423 - PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT _ SECTION 424 - PORTLAND CEMENT CONCRETE SIDEWALK ...... _ ............ SECTION 440 - REMOVAL OF EXISTING PAVEMENT AND APPURTENANCES .......................................... SECTION 442 - PAVEMENT PATCHING ....... 3-s CITY OF EVANSTON SUPPLEMENTAL STANDARD SPECIFICATIONS SECTION 00800 TABLE OF CONTENTS SECTION SECTION 602 - CATCH BASIN, MANHOLE, INLET, DRAINAGE STRUCTURE AND VALVE VAULT CONSTRUCTION, ADJUSTMENT AND RECONSTRUCTION .................................................. SECTION 603 - ADJUSTING FRAMES AND GRATES OF DRAINAGE AND UTILITY STRUCTURES ..................................................... SECTION 604 - FRAMES AND GRATES., ............................ .............. ...... SECTION 606 - CONCRETE GUTTER, CURB, MEDIAN, AND PAVED DITCH ........ ............... ............... ............. SECTION 703 -WORK ZONE PAVEMENT MARKING .................................. � 6 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 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." "3f% 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 DOCCMMENTS 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: "1.01.62 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." 313 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: '1101.67 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." '31 SECTION 102 — ADVERTISEMENT, BIDDING. AWARD AND CONTRACT EXECUTION 1. 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 subj ect 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 fULIE 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." 40 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 shalt 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 beep 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 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: Is • 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." Delete the first paragraph of Article 105.06 and replace it with the following: "The Contractor will be furnished, free of charge, 5 full-size sets of Drawings, and 5 sets of the Contract Documents. Any additional full 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 MOT 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. 4-2- Definition. 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 i 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: l "105.10 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 43 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 Job -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 confonnance 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 4+ Engineer shall not relieve the Contractor from 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 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 of public 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. M 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. 46 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 may be net 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 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 them. 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." M 7. Delete Article 107.18 and replace it with the following: "l 07.18 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." S. 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 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 Resolvini4 Property Damave 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. If 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." so 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 attorneys 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 1.07.37, 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 51 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 R 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." 52- 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." 53 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 day's 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 bulk -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: "107.41 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 Owner" 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 54 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: 1. 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 non -weather related reasons must be pre -approved by the Engineer. The Contractor must be in advance of the Controlling Item as indicated by his submitted 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 Iegal holidays, prior to the resumption of work. The site must be left in a clean and neat manner, acceptable to the Engineer, prior to the authorization of the suspension.. The Contractor shall perform the Work in accordance with the following scheduling requirements: ll a. The Contractor must follow IDOT's recommended Holidays in SSRBC, January 2007. In l addition, the Contractor will be required to discuss their operations and get verbal and / or written permission at least twenty-fouz (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 Yom 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 airs. 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, 55 Sundays, legal holidays, or between 4:00 pm 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. Delete Article 108.05 and replace it with the following: "108.05 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 dnubled, 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 1. Add the following paragraphs to Article 109.02: "All the requirements of the 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 complyixig 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 backfill 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. SE 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 sum 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 from 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. (c) 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. 57 Retainage shall be withheld as follows: '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 made, 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 a lien 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 Attorney's fees. With his final payment request, the Contractor shall submit the following data: Documents to be Submitted with Application 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 ss 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. 1n 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." S. Delete the first, second and third paragraphs of Article 109.09 sub -paragraph (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 State. 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." 5 1 SECTION 201 - CLEARING, TREE REMOVAL AND PROTECTION, CARE AND, REPAIR OF EXISTING PLANT MATERIALS Add the following paragraphs to Article 201.01: "Trees and shrubs which may be removed for performance of the Work are so designated on the Drawings. It is not anticipated that any other trees or shrubs will need to be removed for performance of the Work. Should the Contractor desire to remove trees or shrubs, the Contractor shall notify the Owner for approval prior to removing any trees or shrubs. Owner will not grant permission for removal of trees or shrubs, unless the Contractor can demonstrate that there is no other practicable way to complete the Work, including angering or hand -excavation. Owner recognizes that some tree branches will need to be pruned to provide clearance for construction equipment. However, the Contractor shall secure the express permission of the Engineer to trim specific overhanging branches of trees. The maximum permitted height of trimming shall be 14 feet. All tree trimming, pruning, and repair of wound surfaces shall be performed by a licensed arborist approved by the Owner. The Owner will provide appropriate staff to observe tree trimming operations. The Contractor shall provide at least 72-hour notice to the Owner of trimming operations. No trimming shall be done unless Owner's staff is available to observe trimming. Trimming shall be performed to the satisfaction of Owner's staff. The Contractor shall provide proper tree guards to protect trees from damage due to construction equipment and operations. Trees and shrubs damaged due to construction operations or removed without approval shall be replaced, at Contractor's expense, with trees or shrubs of like species and size, to a maximum trunk size of 6-inches diameter as directed by the Owner. If trees larger than 6- inches diameter are irreparably damaged or destroyed, the Contractor shall replace these trees with trees of like species 6-inches in diameter. Tree trimming, pruning, repair of wound surfaces, removal of trees and shrubs requested by Contractor, and replacement of trees and shrubs irreparably damaged shall be incidental to the items of work to which they pertain." Parkway Tree Protection Prospective contractors are advised that it is the express intent of the City of Evanston to minimize trimming of trees in the work corridors and to vigorously protect the quality of the urban forest. The equipment and methods used to perform any and all portions of the work must be the size and nature that results in the least disruption to the existing environment. The City of Evanston reserves the right to limit the size of the equipment used on the project. The Contractor shall at all times demonstrate to the satisfaction of the City of Evanston that suitable precautions and due diligence are being observed to protect the natural and improved features of the area. Special and continuing attention will be paid to the maintenance of tree protection fencing and the appropriate observance of tree protection areas as delineated by the fencing. To insure compliance with the City of Evanston's intent to minimize area disturbances, the �i � following procedures and actions will be followed: When the Engineer determines that a deficiency exists, the Contractor shall be notified. If the contractor fails to rectify the deficiency immediately, the Engineer will impose a daily monetary deduction for each 24- hour period (or portion thereof) the deficiency exists. This time period will begin with the time of notification to the Contractor and end with the Engineer's acceptance of the corrections. The cost of the daily deduction will be $250 per occurrence per calendar day. In addition, the Contractor will be liable and responsible for any and all corrective and remedial actions required to restore the area or item to comparable pre -project conditions as well as any additional fines and fees as stated in the tree protection requirements in these specifications. Care of Existing Plant Material. If construction is to occur within the root zone of existing plant material, root pruning and special plant care will be required, as hereinafter specified. All pruning shall be performed by a professional arborist (someone whose principal occupation is the care and maintenance of trees). The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be included in the contract price for other work except that payment will be made for Temporary Fence and Earth Saw Cut of Tree Roots as separate pay items. A. Earth Saw Cut of Tree Roots (Root Pruning): 1. Whenever the proposed excavation falls within the drip -line of a tree, the contractor shall: a. Root prune 6-inches behind and parallel to the proposed edge of trench a neat, clean vertical cut to a minimum depth directed by the City Arborist through all the affected tree roots. b. Root prune to a maximum width of 4 inches using a "Vermeer" wheel matching the following criteria. The root pruner wheel shall be 60" diameter (188" circumference) carrying 28 pair (56 total) stump cutter teeth with tooth spacing at 6.7" on center. The cutting depth shall be 24" and shall utilize a 65hp tractor. Trenching machines will not be permitted. c. Exercise care not to cut any existing utilities. d. If during construction it becomes evident that additional tree roots will require root pruning, the City Arborist and the Contractor shall have the root pruning sub -contractor return to the site to properly root prune the tree at the location directed by the City Arborist. The contractor will be paid for the additional root pruning as described below; however, no additional compensation will be made for remobilization to the construction site, C. For locations where root pruning is performed for the purpose of curb and gutter removal and replacement, the contractor shall root prune 6-inches 61 behind the curbing so as to neatly out the tree roots. f Depth of cut shall be 12 inches for curb removal and replacement and 24 inches for structural work. Any roots encountered at a greater depth shall be neatly saw -cut at no additional cost. g. The Engineer or City Arborist will mark locations where earth saw cutting of tree roots is required in the field. 2. All root pruning cuts shall be immediately backfilled with material side cast from the earth -sawing procedure, so that the ground surface is even and no tripping potential exists. 3. All root pruning work is to be performed through the services of certified arborist to be approved by the City Arborist. Root pruning will be paid for at the contract unit price per foot for Root Pruning, which price shall be payment for all labor, materials, and equipment. B. Temporary Fence: 1. The Contractor shall erect a temporary fence around all trees within the construction .area to establish a "tree protection zone", as established by City Arborist, before any work begins or any material is delivered to the j obsite. No work is to be performed (other than root pruning), materials stored, or vehicles driven or parked within the "tree protection zone" at any time during the course of construction. 2. The exact location and establishment of the "tree protection zone" fence shall be approved by the City Arborist prior to setting the fence. The fence shall be 48 inches high, plastic poly -type or any other type of highly visible barrier in an open -weave type pattern with large openings. The type, color and pattern of the fence shall be approved by the Engineer prior to erection. This fence shall be properly maintained in an upright manner and shall remain up until final restoration, unless the Engineer directs removal otherwise. Tree fence shall be supported using T-Post style fence posts with a maximum of 8' spacing. T- posts must be at least six feet in length, two feet of which must be set in the ground. The fence shall be attached to posts and secured with a minimum of three nylon locking ties per post. Utilizing re -bar as a fence post will not be permitted. 3. The fence shall be installed 18" behind and parallel to the curb and between the curb and sidewalk. Fence shall be erected on a minimum of three sides with the fourth sidewalk side being optional. Fence shall be installed at the drip -line of the tree or as listed in the following guidelines: a. Establish the diameter of the tree at a point four and a half feet above the ground, (referred to as diameter breast height or DSH) i. Trees with diameters 10 inches and under require root zone protection a minimum of five feet from the center of the tree. ii. Trees 10 to 19 inches in diameter shall have a minimum root zone protection of 10 62- feet from the center of the tree. iii. Trees greater than 19 inches in diameter shall have a minimum root zone protection of 15 feet from the center of the tree. 4. Parking or maneuvering of machinery, stockpiling of materials or any other use will not be allowed upon unpaved areas within 10 feet of the root protection zone of trees or plants designated to be protected. 5. Construction area is defined as all areas within 10 feet each side of roadway improvement location. b. All work within the "tree protection zone" shall have the Engineer's prior approval. All slopes and other areas not re -graded should be avoided so that unnecessary damage is not done to the existing turf, tree root system or ground cover. 7. The grade within the "tree protection zone" shall not be changed unless approved by the Engineer prior to making said changes or performing the work. Tree protective fence will be paid for at the contract unit price per foot for Temporary Fence, which price shall include furnishing, installing, maintaining, and removal. When improvements are required within the "tree protection zone", tree trunk protection will be required. A. Tree Trunk Protection. The Contractor shall provide 2 in. by 8 in. by 8 ft. boards banded continuously around each trunk to prevent scarring of trees shown on the plans or designated by the Engineer. For multi -stem trees, saplings, and shrubs to be protected within the area of construction, temporary fencing maybe used for trunk protection Tree trunk protection will be paid for at the contract trait price per EACH for TREE PROTECTION, which price shall include furnishing, installing, maintaining, and removal. f, Tree Pruning. Tree pruning shall consist of pruning branches, for aesthetic and structural enhancement, of existing trees as shown on the plans or as directed by the Engineer. The National Arborist Association's Pruning Standards for Shade Trees Class II - Standard Pruning specifications shall be followed. All branch pruning to American. Elms and Oak trees shall be done between October 15 and April 15, when the trees are dormant. Ash tree pruning shall be completed according to standard special waste removal requirements. A. Underpruning to provide clearance over the street will be allowed lip to 14 feet above the pavement. If additional clearance is needed a request in writing shall be submitted to the City Arborist. 63 SECTION 208 - TRENCH BACKFILL 1. Delete Section 208 in its entirety and replace it with the following: "SECTION 208. TRENCH BACKFILL 208.01. Description. Trench backfill includes the furnishing, transporting, and placing of material for the backfilling of trenches from the top of pipe bedding to the sub grade of the pavement. 208.02 Case I - Trench Backfill in Paved Areas. Case I applies to excavation in any area which has or which is proposed to have under this Project a permanent type street, sidewalk, curb and gutter, bituminous paved parking lot, or is within 2 feet of a paved surface. Trench backfilling shall be performed in accordance with Article 550.07. Where backfilling a trench containing a single longitudinal pipe, Contractor shall use new (imported) granular material conforming to IDOT fine Aggregate Classification FA-6. Where backfilling a trench containing multiple longitudinal pipes (common trench), Contractor shall use new (imported) granular material conforming to IDOT Coarse Aggregate Classification CA -I I from 6-inches below the invert of the lowest pipe to 12-inches above the crown of the highest pipe and granular material conforming to IDOT gradation FA-6 from 12-inches above the crown of the highest pipe to the pavement sub -grade. Granular trench backfill shall be compacted to a minimum of 95% Standard Proctor Density as per ASTM-D698. Where native subsoils excavated from trenches meet the gradation, quality, and other requirements of Article 1003.04, this material shall be used to backfill trenches in lieu of new FA-6 material. Trench backfill shall be paid for in accordance with Section 01010 of the Supplementary Specifications. Use of native soil for backfill shall be incidental to the cost of the sewer or water main installation and no separate payment shall be made. Trenches shall be backfilled with FA-6 granular material, or native subsoils meeting FA-6 requirements, up to the proposed 4" aggregate base course of the pavement structure within the standard trench width. The remainder of the trench shall be backfilled as soon as possible with full -depth aggregate surface course installed as specified in Section 402. In no case shall trenches outside of protected excavation areas remain unpaved overnight. Payment for aggregate surface course shall be in accordance with Section 01010 of the Supplemental Specifications. When specified by the Engineer and/or Owner, in the roadways of arterial streets, the top of the trench shall also receive a temporary pavement consisting of 3-inches of HOT MIX placed over the aggregate surface course. The aggregate surface course shall be re -graded as necessary to permit the surface of the HOT MIX to be flush with existing hard -surface pavements. HOT MIX shall be placed as soon as practical after backfilling the trench and placing the aggregate surface course. The length of trench in arterial streets which has not been paved with HOT MIX shall not exceed 500 feet. Payment for HOT MIX temporary pavement shall be in accordance with Section 01010 of the Supplemental Specifications. 64 The Contractor shall maintain aggregate surface course and HOT MIX temporary paving free from, ruts, potholes or other displacements and provide means for dust control until such time as the permanent pavement is placed. Should settlements occur in excess of IY2. inches below the street grade, the Contractor shall furnish and install additional temporary paving material to maintain the surface at street grade. Maintenance of temporary paving shall be incidental to the initial paving operation and no separate payment shall be made." SECTION 211 - TOPSOIL AND COMPOST 1. Add the following paragraph to Article 211.04: "Topsoil shall be pulverized. A rninimum thickness of 3-inches of topsoil shall be placed over the full width of disturbed areas to be sodded." SECTION 252 . SODDING, Add the following paragraph to Article 252.01: "All grassed areas disturbed by Contractor's operations shall be restored by sodding. To be acceptable, the sod shall be in a live, healthy condition and be knitted to the soil. Sod shall be growing in place for forty-five (45) calendar days prior to measurement. Only living sod that is acceptable will be measured for payment." 2. Add the following paragraph to Article 252.02: "Sod for public parkway areas and other areas within 25 feet ofpublic roadways shall be salt - tolerant. Sod for other areas shall be native sod matching the species, color, and texture of adjoining grass areas as approved by the Engineer." 3. Add the following to Article 252.03: "Sod bed preparation shall include the placement of top soil, including excavating and . grading the areas to be sodded to a depth of at least 3-inches below a line connecting the top of the curb and the top of the sidewalk, disposing of the material removed and placing pulverized topsoil on the space so prepared, raked and ready for sodding. The topsoil shall be free from quack grass and weeds and shall be approved by the Engineer before placing. One rolling of the entire surface of the soil shall be made. Existing sidewalks, curbs and trees, where the same are not to be removed, shall be protected from damage during the placement of topsoil. Placement of topsoil shall be incidental to the cost of sodding and no separate payment shall be made." 4. Add the following paragraph to Article 252.04: "The Contractor is encouraged to refrain from placing sod during the months of July and August, when possible within the required construction schedule. No sod may be placed between November 1 and March 1 unless approved by the Engineer. Regardless of the time of placement and subsequent climatic conditions, the Contractor shall water sod sufficiently 65 to maintain it in a healthy condition until accepted by the Owner. Sod shall be in a moist condition at the time of cutting and shall be kept in a moist condition until it is placed. Sod cut less than 24 hours before placement is preferred. Sod cut more than 48 hours before placement shall not be used." 5. Add the following to Article 252.06: "The placement of sodding shall consist of preparing the ground surface and famishing, transporting, and placing sod and fertilizer required in the sodding operations. Fertilizer having an analysis of 10-6-4 or having a different analysis but still meeting the 5-3-2 ratio requirements, shall be applied at such a rate that each acre to be sodded shall receive a total of 160 pounds of the three nutrients specified in Article 1081.08. The fertilizer nutrient will not be paid separately but shall be incidental to the cost of sod placement." 6. Delete the first paragraph of Article 252.08 'and replace it with the following paragraphs: "Within eight hours after sod has been placed five gallons of water per square yard shall be applied and the entire surface of sod roiled. Thereafter, on days designated by the Engineer, additional water shall be applied to sodded areas at the rate of three gallons per square yard. The number of additional applications shall not exceed ten and these applications will be required within a forty-five {45) calendar day growing period after the sod has been placed. The cost of this watering program shall be incidental to the cost of sodding. The Contractor shall perform additional watering to maintain sod in a healthy condition. The cost of additional watering shall be incidental to the cost of sodding. Any sodding that does not survive will be replaced by the Contractor at his own expense." SECTION 351 - AGGREGATE BASE COURSE 1. Section 351 shall apply with the following modifications: "The Contractor shall furnish and place 4 inches, or greater depth where indicated in these documents, or as directed by the Engineer, of crushed limestone conforming to Article 1004.01 and Article 351.05 (Type B) with a gradation number of CA-6 for use as the base course for curb and gutter, and as shown on the Drawings. Base course shall be placed on the prepared sub -grade. The aggregate base course under curb and gutter shall be paid for at the contract unit price per Sq. Yd. for "Aggregate Base Course Type, B 4 inches". Grindings from Portland Cement concrete or bituminous pavement removal operations may NOT be used for aggregate base course." 66 SECTION 423 - PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT 1. Add the following paragraphs to Article 423.01: "Materials: - Materials for concrete shall be in accordance with Section 420 as applicable. Class SI concrete shall be used. Forms shall be a minimum of 2" x 8" or 2"x6" lumber or its approved equal, held in place by stakes or braces with the top edges true to line and grade. The aggregate base course required for necessary grading will not be paid separately. Three- quarter (3/4") inch thick expansion joint material shall be placed between the curb and the full width of the proposed driveway. Contraction joints shall be provided. Curing and Protection: Curing shall be in accordance with Article 1022.01. Curing compound shall be Type III. Protect all surfaces from sun. During hot weather, keep temperature of concrete below 90 degrees Fahrenheit. During cold weather, keep temperature of concrete between 50 degrees F and 70 degrees F for 3 to 5 days. Protect from frost and rapid drying for 6 days. The Contractor shall be solely responsible for protecting his work from vandalism. All vandalized concrete work shall be removed and replaced at the Contractor's expense." SECTION 424 - PORTLAND CEMENT CONCRETE SIDEWALK Add the following sentences to Article 424.01: "The Work shall also include adjustments to surface elements such as buffalo boxes, valve covers, manhole covers, vault covers, etc. to final grades." 2. Add the following sentences to Article 424,04: "The aggregate base course required for necessary grading will not be paid separately. 3. Add the following paragraphs to Article 424.06: "Concrete placement will be permitted if air temperature is 40 degrees Fahrenheit or higher. Concrete pours shall be ended at expansion or control joints. Partial slabs shall not be allowed. The surface shall be divided by control joints extending to the depth of the slab. Control joints shall be tooled first, saw -cut to proper depth and shall be spaced at 5-foot or other uniform intervals as directed by the Engineer. All edges and intermediate joints of sidewalks shall be shaped with an edging tool having a'/z inch radius. Surfaces of sidewalks shall have a light broom finish, except handicapped ramps at intersections, which shall be finished as shown on the Drawings. Curing shall be in accordance with Article 1022.01 67 Curing compound shall be Type III. Protect all surfaces from sun. During hot weather, keep temperature of concrete below 90 degrees Fahrenheit. During cold weather, keep temperature of concrete between 50 degrees F and 70 degrees F for 3 to 5 days. Protect from frost and rapid drying for 6 days. The Contractor shall be solely responsible for protecting his work from vandalism.. All vandalized concrete work shall be removed and replaced at the Contractor's expense." SECTION 440 — REMOVAL OF EXISTING PAVEMENT AND APPURTENANCES 1. Add the following sentence to Article 440.01: "Cold milling will not be allowed prior to the completion of the installation of relief sewers, combined sewers, storm sewers, or water mains." SECTION 442 - PAVEMENT PATCHING Add the following paragraph to Article 442,01: "Class B (also called Type Bon the Drawings) patches shall conform. to Section 353-Portland Cement Concrete Base Course and Class D (also called Type D on the Drawings) patches shall conform to Section 355 - Bituminous Base Course. Existing pavement is to be removed and replaced in accordance with the Drawings. The quantification sub -types: I, II, III, and iv, shall not apply.,, 2. Delete Note 1 of Article 442.02 and replace with the following: "Note 1. For Class B pavement patches, Early Strength Patching Mixture as specified in Article 1020.05(g) (1) shall be utilized." 3. Add the following paragraph to Article 442.04: "Roadway restoration activities, except installation of final bituminous surface course, shall be carried out such that no more than 1,000 lineal feet of permanent roadway is removed at any one time for each open -cut pipe installation operation; no more than 1,000 feet of permanent roadway is removed per active mainline sewer or water main installation crew; and, such that the period that the permanent roadway removed at any location does not exceed thirty (30) calendar days, without the approval of the Engineer. In no case, however, shall the total length of permanent roadway removed exceed 2,500 lineal feet regardless of the number of open -cut sewer or water main construction operations (active mainline crews) underway. Installation of final bituminous surface shall be completed not later than thirty (30) calendar days after patch/base course installation. All streets, roads, alleys, and drives disturbed in any construction year shall be fully resurfaced and restored, including surface course, by December 1 of that construction year in accordance with Article 108.02 of the Standard Specifications." M 4. Add the following sentences to the first paragraph of Article 442.05: "The Contractor shall saw -cut existing pavements to full depth, along the line of the maximum allowable trench width as showing on the Drawings. All excavated material including paving bricks shall be properly disposed of off -site. No drop hammer and/or guillotine -type concrete breakers/cutters shall be utilized for pavement removal. No earth saw shall be utilized to saw -cut pavement." 5. Add the following sub -paragraph to Article 442.06 Paragraph (a) Subparagraph (2): "On streets having a concrete base and bituminous overlay, PCC concrete base patches will be placed even with the existing concrete base. If the thickness of the existing bituminous overlay surface exceeds 3 inches, Leveling Binder (Machine Method) shall be used to raise the patched area sufficiently to allow the new 1 %z inch binder and 1'/a inch bituminous surface over the patched areas to match the elevation of adjoining existing pavement." 6. Add the following to Article 442.08 - Class D Patching: "(e) Bituminous Mixture for Patching Potholes (Hot Mix and Cold Mix). This work shall consist of the removal of loose and broken pavement and the construction of a temporary bituminous concrete patch on the existing roadway to be used to maintain traffic during construction as specified at locations designated by the Engineer. Between April 15 and December 1, Hot Mix shall be applied and the bituminous mixture shall conform to Class I surface or binder in accordance with Section 406. Between December 16 and April 14, Cold Mix maybe used." SECTION 602 - CATCH BASIN, MANHOLE, INLET, DRAINAGE STRUCTURE AND VALVE VAULT CONSTRUCTION, ADJUSTMENT AND RECONSTRUCTION Delete Article 602.01 and replace it with the following: "602.01 Description. This work, as shown on the Drawings, shall consist of: (a) Removing and disposing of existing manholes, inlets and catch basins designated to be abandoned. (b) Replacing existing manholes, catch basins, inlets, and valve vaults. (c) Adjusting or partially reconstructing existing manholes, catch basins, inlets, or valve vault structures in order to rehabilitate the utility structure and/or establish the utility structures at final finished grades. (d) Constructing new valve vaults, including bases, barrel sections, transition cone sections or flat slab tops (if required), and required frames and lids. (e) Constructing new combined sewer and relief sewer manholes, catch basins and inlets, including placing precast reinforced concrete sections together with flat slab tops (if required), transition sections, precast monolithic bases, frames and lids. 6q (f) Installing new frames/lids on existing utility structures to meet grades shown on the Drawings, to match existing grades, or as directed by Engineer." 2. Add the following paragraph and subparagraphs to Article 602.02: "In addition to the requirements of the Standard Specifications previously cited, manhole catch basin, inlet and valve vaults materials shall conform to the following additional requirements, which, in case of conflict, shall take presence over the Standard Specifications: (a) Materials for Reconstructing Existing Structures. Concrete brick or precast reinforced concrete sections. (b) Materials for Constructing New Structures. Precast reinforced concrete sections only. (c) Final Grade Adjustments for Structures. Tapered precast reinforced concrete adjustment rings shall be used for final grade adjustment of existing and new structures. Adjustment rings shall be laid on a full bed of mortar. A minimum of one and a maximum of two rings shall be used for final grade adjustment at each structure. The total height of final adjustment shall not exceed 11-inches for any structure. The use of brick for final structure adjustment is not permitted. (d) Frames, covers and grates shall conform to Section 604. (e) inlets. Inlets shall be precast reinforced concrete conforming to INLET, TYPE A - STANDARD 1683-4 with the following exceptions: 1) instead of a 16" depth, the depth shall be 34" unless otherwise specified on the drawings. 2) Instead of the 3" Sand Cushion, a minimum 6" deep granular material (CA-11) base will be required. (f) Catch Basins. Type A catch basins shall be precast reinforced concrete conforming to CATCH BASIN TYPE A - STANDARD 1 S 14-9 with the following exceptions: 1) Instead of a 34" sump, a 48" sump will be required. 2) Instead of the 3" sand cushion, a minimum 6" deep granular material (CA-11) base will be required. Type C catch basins shall be as shown on the Drawings, with backfill as shown for Type A catch basins. (g) Valve Vaults. Valve vault sections shall be precast reinforced concrete conforming to ASTM C-478. All top sections for precast reinforced concrete valve vaults shall be precast reinforced concrete concentric cones or slab tops of the same quality as the barrel of the vault. Valve vaults shall be supplied with factory -formed openings to accommodate the various size water mains such that a minimum 12 inches of clearance between the top of the vault base and bottom of the main can be provided. Bases for replacement vaults on existing water mains shall be separate, one-piece precast units having a minimum thickness of 6 inches. No slab or split bottom shall be used. Valve vaults for new valves shall be 4-foot, 5-foot, or 6-foot diameter. 70 (h) Manholes. Storm, sanitary, combined, and relief sewer manhole barrel sections shall be precast reinforced concrete conforming to the requirements of ASTM C-478. Pipe connections shall conform to ASTM C-923. No steps shall be installed in manholes. All top sections for precast reinforced concrete manholes shall be precast reinforced concrete eccentric cones or slab tops of the same quality as the manhole barrel. Except where otherwise indicated on the drawings, manholes shall have a precast monolithic base with a factory -installed bench and otherwise be in conformance with Illinois Department of Transportation Highway Standards MANHOLE TYPE A STANDARD 1527-9. Where indicated on the drawings, manholes supplied for 48" and larger pipes shall be of a "T"-pipe base -style fabrication. The pipeline portion of the base "T" section shall conform to ASTM C- 76 and be of the same pipe class as connected sewer pipe. The riser section shall conform to ASTM C-478. (i) Gasket Materials for Joints Between Precast Concrete Sections. 100 percent butyl rubber rope -type gasket having a square cross-section of 1-inch nominal size conforming to the physical properties of Federal Specifications SS-S00210 as sold under the trade name E-Z Stik or equal. Shop drawings for system components shall be submitted for approval as soon as possible, but not less than thirty (30) calendar days prior to the time when the components are intended to be installed." 3. Delete Article 602.03 in its entirety. 4. Delete Article 602.07 and replace it with the following: "602.07 Precast Reinforced Concrete Sections. Base, barrel, cone and top sections shall be set as shown on the Drawings. The joints between precast concrete base sections, barrel sections, cone sections, and top slab sections in manholes, vaults, catch basins and inlets shall be sealed with two rings of 100 percent butyl gasket in rope form having a square cross- section of 1-inch nominal size. Adjusting rings and frames shall be set in full -width beds of t. cement mortar. For valve vault reconstruction, the precast bottom slab should be placed directly on level, undisturbed earth. Sand may be used for final leveling of the bottom of the excavation, but thickness shall be kept to a practical minimum. In no case, shall the thickness of sand used for leveling exceed 1-inch. The purpose of requiring the base slab to be set on undisturbed earth and limiting the use of sand for leveling is to minimize post -construction settlement of the replacement valve vault and resulting damage to the existing water main. The Contractor shall bear the cost of repairing existing water mains damaged by vault settlement. All lift holes on precast elements for manholes, vaults, catch basins, and inlets shall b6 completely filled with mortar and sealed with a bitumastic material." 5. Add the following to Article 602.10: 71 "(d) All existing frames, lids, grates and inlets reclaimed during construction are the property of the City of Evanston. These frames lids and rates shall be moved to a suitable place on the job for storage and made available for removal by the Owner. (e) All manhole frame castings placed shall be set in full mortar beds composed of one part masonry cement to two parts sand by volume, based on dry materials, with no admixtures. Castings must be set accurately to the finished elevation so that no subsequent adjustment will be required. All frames will be adjusted to final grade by means of concrete adjusting rings. No brickwork to produce an adjustment ring will be accepted or permitted to adjust any structure to grade. Where manholes are located in roadways, paved alleys or paved driveways, casings shall be set to match the longitudinal slope and cross -slope of the pavement. (f) Existing frames and lids must not be used as temporary covers during construction." 6. Delete the second paragraph of Article 602.13 and replace it with the following: "The space between the sides of the excavation and the outer surfaces of the structures shall be filled with CA -I I material as shown on the Drawings." SECTION 603 - ADJUSTING FRAMES AND GRATES OF DRAINAGE AND UTILITY STRUCTURES 1. Delete Article 603.08 and replace it with the following: "603.08 Adjusting Rings. Drainage and utility structure frames shall be adjusted to grade by removal ofthe frame and adjustment from the structure, preparing the top of the structure to receive the new adjustment, installing the proper height precast concrete adjusting rings (I P Max.) and reinstalling the frame, all in accordance with applicable provisions of Section 602. The use of cast iron adjusting rings is prohibited." SECTION 604 - FRAMES AND GRATES Add the following to Article 604.02: (f) Frames and grates furnished under this Contract shall be Gray Iron Castings conforming to the Specifications for Gray Iron Castings, ASTM A-48, Class 35. Circular lids for manholes and vaults shall have large (2 2 -inch nominal) pick holes. Circular lids for closing catch basins shall have large (2 2-inch nominal) pick holes: (g) Frames and grates on structures shall be as follows: i. Existing inlets and catch basins; New catch basins and inlets on Combined Sewer system: '7Z East Jordan Iron Works 1050, Type M1 Grate with large (22-inch nominal) pick holes or equal. ii. New catch basins and type A inlets for Relief Sewer work: M East Jordan Iron Works 7045, Type M1 Grate or equal. iii. Manholes and vaults: ■ East Jordan Iron Works 1050 Frame and 1020 Extra Heavy Duty Cover with large (2%2-inch nominal) pick holes or equal. Valve Vault covers shall be lettered "WATER". iv. High capacity inlet ■ East Jordan Iron Works 7035 Type M6 Grate, T4 Back V. New frames and grates may be requested by the Engineer during adjustment �. of existing structures." SECTION 606 - CONCRETE GUTTER, CURB, MEDIAN, AND PAVED DITCH 1. Delete Article 606.01 and replace it with the following: "606.01 Description. This work shall consist of concrete curb type B, combination concrete curb and gutter type B6.12 and B6.12 modified, and removal/replacement of existing medians." 2. Add the following Subparagraphs to Article 606.02: "(g) Base. A minimum of four (4") inches compacted thickness of aggregate base course shall be placed on the sub grade prior to construction of the proposed concrete curb and gutter. (h) Forms. The use of a slip -farm or curb machine is allowed, but the Contractor is advised that variable face height curb is required in many parts of the Project to match existing curbs, roadways and parkway grading. Additional pavement patching, restoration or excavation beyond the requirements of this proposal, as required for or resulting from the use of such a machine, will not be considered for additional payment and should be considered incidental to its use. (i) Curing. Curing shall be in accordance with Article 1022.01. Curing compound shall be Type M. Protect all surfaces from sun, During hot weather, keep temperature of concrete below 90 degrees Fahrenheit. During cold weather, keep temperature of concrete between 50 degrees F and 70 degrees F for 3 to 5 days. Protect from frost and rapid drying for 6 days. The Contractor shall be solely responsible for protecting his work from vandalism. All vandalized concrete work 73 shah be removed and replaced at the Contractor's expense." 3. Add the following sentence to Article 606.06 - Placing Concrete. "The transition from full height curb to depressed curb shall be made at a maximum rate of three (3) inches per foot of length." 4. Delete the last sentence of the first paragraph of Article 606.07. 5. Add the following paragraphs to Article 606.07: "Expansion joints consisting of pre -molded bituminous expansion joint filler, one-half inch in thickness and two greased 1 -inch diameter dowel bars with expansion caps shall be placed at 50-foot intervals. When curb and gutter is constructed adjacent to flexible pavement, a 1-inch thick preformed expansion joint, conforming to the cross-section of the curb and gutter, shall be installed at points of curvature for short -radius curves and at construction joints. Contraction joints shall be placed between expansion joints at distances not to exceed twenty-five (25) feet. Contraction joints shall be formed using steel templates one -eighth inch in thickness, equal to the width of the gutter or curb, and penetrating at least two (2) inches below the surface of the curb and gutter; using three-quarter (3/4) inch thick preformed expansion j oint filler placed fully across the curb or gutter; or by sawing to a depth of at least two (2) inches after the concrete is four -hours, but not more than twenty-four hours old. If steel templates are used, they shall be left in place until the concrete has set sufficiently to hold its shape but shall be removed while the forms are still in place. Template -formed or sawed joints shall be sealed in accordance with Article 420.12. All construction joints, except adjacent to flexible pavement, shall be provided with No. 6 epoxy coated steel tie bars thirty six (36) inches long at 24" on center conforming to AASIITO M-31 and M-53. SECTION 703 -WORK ZONE PAVEMENT MARKING 1. Add the following paragraph to Article 703.03: "Following completion of installation of the bituminous base course, binder course, and/or surface course along collector and arterial streets, temporary pavement centerline markings shall be provided on the same day the bituminous base course, binder course, and/or surface course is installed. Temporary pavement markings shall be maintained until permanent :markings are installed. Permanent markings shall be installed within thirty (30) calendar days of completion of final paving operations. Permanent pavement markings shall conform. to IDOT specifications, Section 1095 Pavement Markings and Section 1096 Pavement Markers." EN© OF SECTION 7+ STATE OF ILLINOIS CITY OF EVANSTON SPECIAL PROVISIONS AND STANDARD DETAILS SECTION 20000 is 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 11-00260-00-RS , 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 BLR 11310 (Rev. 7/05) Printed on 12/20/2010 9:38:56 AM INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1,2O11 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL ERRATA Standard Specifications for Road and Bridge Construction (Adopted 14-0O(Revised 1441) SUPPLEMENTAL SPECIFICATIONS Qtd.Goec Sec. Puomwu 201 Clearing, Tree Removal and Pnztection—... ----........... ........................ .......................... ....... '--. 1 205 Embankment ........ ---.................... ................... .............. —.............. ............................... ........... 2 251 Mulch ................................................................................................................................................ 3 253 Planting ------'-----_--_.—_---_--- 4 280 Erosion Control —............. G 400 Hut -Mix Asphalt Binder and Surface Course ... '.... ............................................................................... 7 420 Portland Cement Concrete Pavement ..... ............................................................................................... 11 443 Reflective Crack Control Treatment ...................................................................................................... 12 501 Removal of Existing Strvetures _---_----'�---_-----_----_—,—.---. 15 502 ExonvaUonhnG�u�unao------------------------.--'------........... 10 008 Concrete Structures ....... ......... —........................................... ........................................................ .... 17 504 Precast Concrete Structuren-----------------------------------' 18 505 Steel Structures ........................................ .................................... ...................................................... 19 508 Reinforcement Bars ..................................................................... —............... ........................................ 20 540 Box Culverts ............ .................................................................................... ......... ..................... ......... 21 581............ ........................ .................. ....... ......... —......................... 22 606 Concrete Gutter, Curb, Median, and Paved Ditch ................................. ............... ............................. . 23 030 Steel Plate Beam Guardrail ............................ ............................ --- ........ ................. ........ ...... — 24 633 Removing and Roenoctin0Guardrail and Terminals ......................................... --...... .............. -- 25 037 Concrete Barrier ........................................................................ _............ ............... —...................... 28 664 Chain Link Fence ................................................................................. —'—........... .......................... 27 689 Removal and Disposal of Regulated Substances .................. _........ ......................... ... ... ..... .... —... 28 672 '—_.--'_—_-----'---_--_--'--- 29 701 Work Zone Traffic Control and Protection ................. .......... —....... ............. .................. --........... 30 720 Sign Panels and —_-----''—'-----___-- 32 721.............................................................. ... ......... ...... .... .............. ... .... ............. 88 722 Demountable Sign Legend Characters and Arrows ......... ............ ............ .................... ................ _, 34 720 Mile Post Marker Assembly ................................................ ............ '—........... ... .... ..... —......... ...... 35 733 Overhead Sign Structures ---------------------------.---------- 30 780 Pavement Striping .................................. ................................................................................. ......... or 782 Prismatic Reflectors .................................. -----....................................... ......... --------- 42 783 Pavement Marking and Marker —.................................................................................. 43 801........... ......... —.......................... ..................................................................... 44 805 Electrical Service Installation — Traffic Signals ......... ....... —................................................................ 45 821 Roadway Luminaires ..................................... ...... —..... ---......... ............................................... ... 48 830 Pole Foundation ............................................. ....... ....... .............................................. —.................. 47 838 Breakaway Devices ........................................ --- .... ..... —....... .......... ..... --- ............................. 48 843 Removal of Navigational Obstruction Warning Lighting System .............. .......... ............ ........... ........... 49 882 Uninterruptable Power Supply ......... -........... ..................................... ....... —.......................... '—........ no 873 Electric Cable ........ ......... ---- ........................................................ ....... ..................................... ...... 52 878 Traffic Signal Concrete Foundation .............. --- ... ...... ---- ........................ ...... ............ ............... 54 1003 Fine........................................... .... —............................ .............. ................ 55 1004 Coarse.......................................................... —.................... ........ —................................ OO 1006 Stone and Broken Concrete ...... ....................... ............................ ...................................................... 57 1006 Metals ................................... .................................. ........................... ................................................ my 1008 DtructunalSteeCoatingn.----~-------------------------------- 80 1010 Finely Divided Mat*rimls........................ .............................. ................... ..... —.... ............ ... ...... 65 1020 Portland Cement Concrete..................................................................................................................... 66 1022 Concrete Curing Materials...................................................................................................................... 77 1024 Nonshrink Grout..................................................................................................................................... 78 1026 Concrete Sealer ................................................... 1030 Hot -Mix Asphalt...................................................................................................................................... 80 1032 Bituminous Materials .............................................................................................................................. 87 1042 Precast Concrete Products..................................................................................................................... 90 1062 Reflective Crack Control System ............ .............. .......... ............ ................ :............... I.-........................ 92 1069 .. Pole and Tower........................................................................................................................ 94 1074 ............ Control Equipment 1076 ...................................... ............ ......... .......................................... .................. :.......... Wire and Cable.................................................................................................................4..................... 97 102 1077 Post and Foundation 103 1080 Fabric Materials ............. ............................... .................................................................................... 4...... 105 1081 Materials for Planting..........................................................................................................4................... 106 1083 Elastomeric Bearings.....................................................................................................................4........ 108 1090 Sign Base............................................................................................................................................... 109 1091 Sign Face 1092 ............................................................................................................................................... Sign Legend and Supplemental Panels.................................................................................................. 111 119 1093 Sign Supports 1094 .............................................................................................................4.6......................... Overhead Sign Structures.......................................................................................4............................... 120 122 1095 Pavement Markings .................. ............. :....... ............. ............... ............................................................. . 128 , 1097 Reflectors................................................................................................................................................ 136 1101 General Equipment................................................................................................................................. 137 1102 Hot -Mix Asphalt Equipment.................................................................................................................... 138 1103 Portland Cement Concrete Equipment ............... ............. ................. 140 1105 .............. ............ ...................... 1-- Pavement Marking Equipment 1106 .......... .............. ............. ......... .......... ........... ....... ........... ................. .......... Work Zone Traffic Control Devices 141 .........................................'.......................................................6........ 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. 1 ❑ 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 ❑ EEO (Eff. 7-21-78) (Rev. 11 - 18-80) .................................................................................................................:......................I.......... 149 4 ❑ Specific Equal Employment Opportunity Responsibilities Non Federal -aid Contracts (Eff. 3-20-69) (Rev. 1-1 -94) ............ I ......:...... 159 5 ❑ Required Provisions - State Contracts (Eff. 4-1-65) (Rev.1-1-10).................................................................................................... 164 6 Reserved .................................... .................................. ........................................ .............. .......... ......... .................... ......... .............. 169 7 Reserved ............ ...... ...... .......................... ...... ........................... .......................... .......... ............................................ I ... I................... 170 8 Q Haul Road Stream Crossings, Other Temporary Stream Crossings, and In -Stream Work Pads (Eff. 1-2-92) (Rev.1-1-98) ........... 171 9 0 Construction Layout Stakes Except for Bridges" (Eff.1-1-99) (Rev.1-1-09)..................................................................................... 172 10 X�1 Construction Layout Stakes (Eff. 5-1-93) (Rev.1-1-07).................................................................................................................... 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 X] Hot -Mix Asphalt Surface Removal (Cold Milling) (Eff. 11 -1-87) (Rev. 1-1-09).................................................................................. 184 14 ❑ Pavement and Shoulder Resurfacing (Eff. 2-1-02) (Rev.1-1-09).............................................. ...... :......... ....... ...... .......... 1...... I ... I.... 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) (Rev.1-1-08)........................................................................................................I......................... 190 18 ❑ PVC Pipeliner (Eff. 4-1-04) (Rev.1-1-07).......................................................................................................................................... 192 19 ❑ Pipe Underdrains (Eff. 9-9-87) (Rev.1-1-07)....................... ..... ..................... ............................................................................ ........ 193 20 ❑ Guardrail and Barrier Wall Delineation (Eff.12-15-93) (Rev.1-1-97)................................................ ................ ......... I ......... ............. 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).............................................................................................. 200 23 ❑ Temporary Portable Bridge Traffic Signals (Eff. 8-1-03) (Rev. 1-1-07)............................................................................................. 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 Botts (Eff. 7-1-96)..........................................................................................................................:.... 206 27 ❑ English Substitution of Metric Reinforcement Bars (Eff. 4-1-96) (Rev.1-1-03)................................................... ...... ......................... 207 28 ❑ Calcium Chloride Accelerator for Portland Cement Concrete (Eff.1-1-01)....................................................................................... 208 29 Reserved.......................................................................................................................................................................................... 209 30 ❑ QC of Concrete Mixtures at the Plant (Eff. 8-1-00) (Rev.1-1-11)..................................................................................................... 210 31 ❑X Quality Control/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)........ .......... ............... ........... ....................... I .... I ................ 1 231 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).............................................................................................................................. 234 LRS 3 XQ Work Zone Traffic Control (Eff.1-1-99) (Rev.1-1-10)......................................................................................................................1 235 LRS 4 X❑ Flaggers in Work Zones (Eff.1-1-99) (Rev.1-1-07).......................................................................................................................... 236 LRS 5 X❑ 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 LRS 11 Q Employment Practices (Eff. 1-1-99).............................. ......... ............. ........................................................................................ -1.... 253 LRS 12 ❑X Wages of Employees on Public Works (Eff.1-1-99) (Rev.1-1-10)................................................................................................... 255 r' LRS13 0 Selection of Labor (Eff. 1-1-99)......................................................................................................................................................... 256 l LRS 14 ❑X Paving Brick and Concrete Paver Pavements and Sidewalks (Eff. 1-1-04) (Rev. 1-1-09)........................:....................I.................. 257 LRS15 X❑ 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.1-1-0$)................................ I .... ................................................... BDE SPECIAL PROVISIONS For the January 21 and March 11, 2011 Lettings The following special provisions indicated by an Y are applicable to -this contract and will be included by the Project Development and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting. File Name # Special Provision Title Effective Revised 80240 1 Above Grade Inlet Protection July 1, 2009 . 80099 2 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2007 80243 3 American Recovery and Reinvestment Act Provisions April 1, 2009 80236 4 American Recovery and Reinvestment Act Signing April 1, 2009 April 15, 2009 80186 5 ✓ Alkali -Silica Reaction for Cast -in -Place Concrete Aug. 1, 2007 Jan. 1, 2009 80213 6 Alkali -Silica Reaction for Precast and Precast Prestressed Concrete Jan. 1, 2009 80207 7 _1 Approval of Proposed Borrow Areas, Use Areas, and/or Waste Areas Nov. 1, 2008 Nov. 1, 2010 (NOTE: This special provision was previously named "Approval of Proposed Borrow Areas, Use Areas, and/or Waste Areas Inside Illinois State Borders".) 80192 8 Automated Flagger Assistance Device Jan. 1, 2008 80173 . 9 Bituminous Materials Cost Adjustments Nov. 2, 2006 April 1, 2009 80241 10 Bridge Demolition Debris July 1, 2009 50261 11 Building Removal -Case I (Non -Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 12 Building Removal -Case 11 (Non -Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 13 Building Removal -Case III (Friable Asbestos) Sept. 1, 1990 April. 1, 2010 50531 14 Building Removal -Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010 .80166 15 ✓ Cement Jan. 1, 2007 April 1, 2009 80260 16 Certification of Metal Fabricator July 1, 2010 80198 17 Completion Date (via calendar days) April 1, 2008 80199 18 Completion Date (via calendar days) Plus Working Days April 1, 2008 80094 19 ✓ Concrete Admixtures Jan. 1, 200.3 April 1, 2009 80215 20 Concrete Joint Sealer Jan. 1, 2009 80226 21 Concrete Mix Designs April 1, 2009 80261 22 Construction Air Quality -- Diesel Retrofit June 1, 2010 80237 23 Construction Air Quality _ Diesel Vehicle Emissions Control April 1, 2009 July 1, 2009 80239 24 ✓ Construction Air Quality - Idling Restrictions April 1, 2009 80227 25 Determination of Thickness April 1, 2009 80177 26 Digital Terrain Modeling for Earthwork Calculations' April 1, 2007 80029 27 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 1, 2010 80189 30 ✓ Equipment Rental Rates 80228 31 Flagger at Side Roads and Entrances 80249 32 ✓ Frames and Grates Aug. 2, 2007 April 1, 2009 Jan. 1, 2010 80229 34 Fuel Cost Adjustment April 1, 2009 80169 35 High Tension Cable Median Barrier Jan. 1, 2007 80194 36 HMA - Hauling on Partially Completed Full -Depth Pavement Jan. 1, 2008 80245 37 Hot -Mix Asphalt - Anti -Stripping Additive Nov. 1, 2009 80246 38 ✓ Hot -Mix Asphalt -- Density Testing of Longitudinal Joints Jan, 1, 2010 80250 39 Hot -Mix Asphalt - Drop -Offs Jan. 1, 2010 80259 40 Hot Mix Asphalt - Fine Aggregate April 1, 2010 80109 41 Impact Attenuators Nov.1,2003 80110 42 Impact Attenuators, Temporary Nov. 1, 2003 80252 43 Improved Subgrade Jan. 1, 2010 Jan. 2, 2008 July 1, 2009 April 1, 2009 Nov. 1, 2008 Jan. 1, 2007 File Name # Sj)ecial Provision Title. Effective 80230 45 1 ✓ 1, 2009 80045 47 Material Transfer Device June 15, 1999 Jan. 1, 2009 80203 48 Metal Hardware Cast into Concrete April 1, 2008 April 1, 2009 80165 49 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80180 53 National Pollutant Discharge Elimination System 1 Erosion and April 1, 2007 Nov. 1, 2009 Sediment Control Deficiency Deduction 80208 54 Nighttime Work Zone Lighting Nov. 1, 2008 80231 55 ✓ Pavement Marking Removal April 1, 2009 80254 56 ✓ Pavement Patching Jan. 1, 2010 80022 57 ✓ Payments to Subcontractors June 1, 2000 Jan. 1, 2006 80232 58 Pipe Culverts April 1, 2009 April 1, 2010 CMS's?.`Y+lR:''t �F3.�1ii111� n/9" n 80210 60 Portland Cement Concrete Inlay or Overlay Nov. 1, 2008 80217 61 Post .Cli s for Extruded Aluminum Signs Jan. 1, 2009 80171 63 Precast Handling Holes Jan. 1, 2007 80218 64 Preventive Maintenance - Bituminous Surface Treatment Jan. 1, 2009 April 1, 2009 80219 65 Preventive Maintenance - Cape Seal Jan. 1, 2009 April 1, 2009 80220 66 Preventive Maintenance - Micro -Surfacing Jan. 1, 2009 80221 67 Preventive Maintenance - Slurry Seal Jan. 1, 2009 80015 68 ✓ Public Convenience and Safety Jan. 1, 2000 34261 69 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 70 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80247 71 Raised Reflective Pavement Markers Nov. 1, 2009 April 1, 2010 �..-�oha1t� .r , 0321 80224 73 Restoring Bridge Approach Pavements Using High -Density Foam Jan. 1, 2009 80131 74 Seeding July 1, 2004 July 1, 2010 r l' 80264 75 Selection of Labor July 2, 2010 80152 76 Self -Consolidating Concrete for Cast -In -Place Construction Nov. 1, 2005 July 1, 2010 80132 77 Self -Consolidating Concrete for Precast Products July 1, 2004 July 1, 2010 80127 78 Steel Cost Adjustment April 2, 2004 April 1, 2009 80255 79 Stone Matrix Asphalt Jan. 1, 2010 80234 80 V Storm Sewers April 1, 2009 April 1, 2010 80143 81 Subcontractor Mobilization Payments April 2, 2005 80075 82 ✓ Surface Testin of Pavements April 1, 2002 Jan. 1, 2007 80225 8844} Tern orary Raised Pavement Marker Jan. 1, 2009 80257 86 a Trffic Barrier Terminal, e 6 Jan. 1, 2010 � 20338 88 Training Special Provisions Oct. 15, 1975 80258 89 Truck Mounted/Trailer Mounted Attenuators Jan. 1, 2010 80071 90 ✓J Working Days Jan. 1, 2002 The following special provisions are in the 2011 Supplemental Specifications and Recurring Special Provisions: File Name Special Provision Title 80214 Concrete Gutter, Type A 80178 Dowel Bars 80201 Hot -Mix Asphalt — Plant Test Frequency 80251 Hot -Mix Asphalt -- QC/QA Acceptance Criteria 80202 Hot -Mix Asphalt —Transportation 80196 Mast Arm Assembly and Pole 80182 Notification of Reduced Width 80069 Organic Zinc -Rich Paint. System 80216 Partial Exit Ramp Closure for Freeway/Expressway 80209 Personal Protective Equipment 80119 Polyurea Pavement Marking 80170 Portland Cement Concrete Plants 80211 Prismatic Curb Reflectors 80223 Ramp Closure for Freeway/Expressway 80183 Reflective Sheeting on Channelizing Devices 80206 Reinforcement Bars — Storage and Protection 80176 Thermoplastic Pavement Marking New Location Effective Revised Article 606.07 Jan. 1, 2009 Article 1006.11 April 1, 2007 Jan. 1, 2008 Article 1030.05 April 1, 2008 Jan. 1, 2010 Article 1030.05 Jan. 1, 2010 Article 1030.08 April 1, 2008 Article 1077.03 Jan. 1, 2008 Jan. 1, 2009 Article 701.06 April 1, 2007 Article 1008.05 Nov. 1, 2001 Jan. 1, 2010 Section 701 Jan. 1, 2009 Article 701.12 Nov. 1, 2008 Sections 780, 1095 and April 1, 2004 Jan. 1, 2009 1105 Article 1020.11 Jan. 1, 2007 Articles 782.03 and 1097.04 Nov. 1, 2008 Section 701 Jan. 1, 2009 Article 1106.02 April 1, 2007 Nov. 1, 2008 Article 508.03 Aug. 1, 2008 April 1, 2009 Article 1095.01 Jan. 1, 2007 The following special provisions require additional information from the designer. The additional information needs to be included in a separate document attached to this check sheet. The Project Development and Implementation section will then include the information in the applicable special provision. The Special Provisions are: • Bridge Demolition Debris • Building Removal -Case IV • Material Transfer Device • Building Removal -Case I • Completion Date • Railroad Protective Liability Insurance • Building Removal -Case 11 • Completion Date Plus Working Days 6 Training Special Provisions • Building Removal -Case Ill a DBE Participation a Working Days TEMPERATURE CONTROL FOR CONCRETE PLACEMENT (DISTRICT ONE) Effective: May 1, 2007 Delete the second and third sentences of the second paragraph of Article 1020.14(a) of the Standard Specifications. USE OF RAP (DIST 1) Effective: January 1, 2007 Revised: July 1, 2009 In Article 1030.02(g) of the Standard Specifications, delete the last sentence of the first paragraph in (Note 2). Revise Section 1031 of the Standard Specifications to read: "SECTION 1031. RECLAIMED ASPHALT PAVEMENT 1031.01 Description. Reclaimed asphalt pavement (RAP) results from the cold milling or crushing of an' existing. hot -mix asphalt (HMA) pavement. The Contractor shall supply written documentation that the RAP originated from routes or airfields under federal, state, or local agency jurisdiction.. The contractor can also request that a processed pile be tested by the Department to determine the aggregate quality as described in Article 1031.04, herein. 1031:02 Stockpiles: The Contractor shall construct individual, sealed RAP ' stockpiles meeting- one of the following definitions. No additional RAP shall be added to the pile after the pile has been sealed. Stockpiles shall be sufficiently separated to prevent intermingling at the base. Stockpiles -shall be identified by signs indicating the type and size as listed below (i.e. „Homogenous Surface"). Prior to milling or removal of an HMA pavement, the Contractor may request the District to _,s.provide verification of the existing mix composition to clarify appropriate stockpile. (a) .Homogeneous. Homogeneous RAP stockpiles shall consist of RAP from Class 1, Superpave (High ESAl:); HMA (High ESAL), or equivalent mixtures and represent: 1) -the same aggregate quality, but shall. be, at least C quality, 2) the same type of cashed r aggregate (eithecrushed`. natural aggregate, ACBF slag, or steel slag); 3) similar gradation; and 4) similar asphalt binder content. If approved by the Engineer, combined single pass surfacelbinde.r ' millings may be considered "horhogenous" with a quality rating dictated by the lawest coarse aggregate quality present in the mixture.: (b) Conglomerate 518. Conglomerate• 5/8 RAP stockpiles shall consist of RAP from Class 1, Superpave (High ESAL), HMA (High ESAL), 'or equivalent mixtures. .Thecoarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality but shall be at least C quality. This RAP may have an inconsistent gradation and/or asphalt binder content prior to processing. All conglomerate 5/8 RAP shall be processed prior to testing by crushing to where all RAP shall pass the 5/8 in. (16 Mm) or smaller screen. (c) Conglomerate 3/8. Conglomerate 3/8 RAP stockpiles shall consist of RAP from Class I, Superpave (High ESAL), HMA (High ESAL), or equivalent mixtures. The coarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality but shall be at least B quality. This RAP may have an inconsistent gradation and/or asphalt binder content prior to processing. All conglomerate 3/8 RAP shall be processed prior to testing by crushing to where all RAP shall pass the 3/8 in (9.5 mm) or smaller screen. (d) Conglomerate Variable Size. Conglomerate variable size RAP shall consist of RAP from Class 1, Superpave (High ESAL), HMA (High ESAL), or equivalent mixtures. The .coarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality but shall be at least B quality. This .RAP may have an inconsistent gradation andlor ' asphalt binder content prior to processing. All conglomerate variable size RAP shall be processed prior to testing by crushing and screening to where ..all RAP is separated into various sizes. All the conglomerate variable size RAP shall pass the 3/4 in. (19 mm) screen and shall be a minimum of two sizes. ' (e) Conglomerate "D" Quality (DO), Conglomerate DQ RAP stockpiles shall consist of RAP from Class I, Superpave. (High or Low ESAL), HMA (High or Low Esal), or equivalent mixtures. The coarse aggregate in this RAP may be crushed or round but shall be at least D quality. This RAP may have an in consistent gradation and/or asphalt binder content. (f) Non' Quality. RAP stockpiles that do not meet the requirements of the stockpile categories listed above shall be classified as "Non -Quality" RAP containing contaminants.' such. as earth, brick, sand, concrete, sheet asphalt; bituminous surface treatment (I.e. chip seal), pavement fabric, joint sealants, etc., will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer. Sheet asphalt shall. be stockpiled separately. - 103'1.03 Testing..: When used in HMA, the RAP shall be sampled and tested either during.: or after stockpiling. For testing during stockpiling, washed extraction samples shall be run at the minimum frequency' of one sample per 500 tons (450, metric tons) for the first 2000 tons (1800 metric tons) and nine sample per 2000 tons ('I800 metric tons) thereafter. A minimum of five tests shall be required.for stockpiles less thari'4000 tons (3600 metric tons). . For testing after stockpiling, the Contractor shall submit a plan for approval to the District proposing a satisfactory method of sampling and testing the RAP pile_ either in -situ or by restockpiling. The sampling plan shall meet the minimum frequency required above and detail the procedure used to obtain representative samples throughout the pile for testing. Before extraction, each field sample shall be split to obtain two samples of test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedure. The Engineer reserves the right to test any sample (split or Department -taken) to verify Contractor test results. (a) Testing Conglomerate 3/8 and Conglomerate Variable Size. In addition to the requirements above, conglomerate 3/8 and variable size RAP shall be tested for maximum theoretical specific -gravity (GmR,) at a frequency of one sample per 500 tons (450 metric tons) -for the first 2000 tons (1800: metric tons) and one sample per 2000. tons (1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles less than 4000 tons (3600 metric torts). (b) Evaluation of Test Results. All of the extraction results shall be compiled and averaged for asphalt binder content and gradation and, when applicable Gmm. Individual extraction test results, when compared to the averages, will be accepted if within the tolerances listed below. Parameter Homogeneous) Conglomerate " D" Quality Conglomerate 1 In: '(25 mm) ± 5 °/0 j 3/4 in'. 09mm) j 1 /2 in. .(12.5mm) ± 8 %ti ± 15 % No. 4(4.75mm) ±6% ±13% No. 8 (2.36 mm) ±5 % No. 16 (1.18 mm) ± 15 % No. 30 (600 gm) ± 5. % No: 200: (75 gm) ± 2.0 % , ± 4.0 % Asphalt Binder ± 0.4 °/a / ± 0.5 %n GM'M ±0.02 % 2 - OfT M.. ±0.03 % 31 11 The tolerance for conglomerate 3/8 shall be±= 0.3 21 Applies only to conglomerate 318. When variation of the Gj,n, exceeds the ± 0.02 tolerance, a new. conglomerate 3/8 stockpile shall be created which will also require an additional mix design. 3/ Applies only to conglomerate variable size: ' When variation of the Grrsm exceeds the ± 0.03 tolerance; a new conglomerate variable size stockpile shall be created which will also require an additional mix design., . If more than 20 percent of the individual sieves are out of the gradation tolerances, or if More than 20 percent of the asphalt binder content test results fall outside the appropriate tolerances, the RAP shall not be used in HMA unless the RAP representing the failing tests is removed from the stockpile. All test data and.acceptance ranges shall be sent to the District for evaluation. With the -approval of the Engineer, the ignition oven may be substituted for extractions according to the Illinois Test Procedure, "Calibration of the Ignition Oven for the Purpose of Characterizing Reclaimed Asphalt Pavement (RAP)„ 1031.04 Quality Designation of Aggregate in RAP. The quality of the RAP shall be set by the lowest quality of coarse on in the RAP stockpile and are designated as follows. (a) RAP from Class 1, Superpave (High ESAL), or HMA (High ESAL) surface mixtures are designated as containing Class B quality coarse aggregate. (b) RAP from Superpave (Low ESAL)/HMA (Low ESAL) IL-19.OL binder and IL-9.5L surface mixtures are designated as Class D quality. coarse aggregate. (c) RAP from Class 1, Superpave (High ESAL), or HMA (High ESAL) binder mixtures, bituminous base course mixtures, and bituminous base course widening mixtures are ` designated -as containing Class C quality coarse aggregate. (q) RAP from bituminous stabilized subbase and BAM shoulders are designated as containing Class D quality coarse aggregate. Aggregate Quality Testing of RAP: The processed pile shall have a mbximum tonnage of 5,000 tons (4500 metric tons). The pile small be crushed and screened with -100 percent of the material passing the 314 in. (19mm) sieve:. The pile shall 'be tested -for, AC content. and gradation 'and shall conform to all requirernerits of Article 1031.03 Testing, herein'. Once the. uniformity of the gradation and AC content has been established, the. Contractor shall obtain a representative sample: with district oversight of the sampling] , -This sample shall be- no less than 50 lbs (25 kg) and this sample shall, -be delivered to a Consultant Lab, prequallfied by the Department for extraction testing according to Illinois Modified':AASHTO.T 164: :.After the AC has-been extracted, the Consultant Lab shMI'submit the test results along with the recovered aggregate to the District Office. The cost forihis testing shall be. paid directly by.the Contractor. The District will forward the sample to the 13MPR Aggregate Lab =foe 'MicroDeval Testing, according. to., Illinois Modified AASHTO T 327. 'A maArnum loss of 15.0 percent will be applied for all HMA applications. '103.1:05 Use of RAP' in HMA. The use of RAP in HMA shall be as follows. (a) Coarse Aggregate Size. The coarse aggregate in all RAP shall be equal to or less than the nominal maximum size requirement for the HMA mixture to be produced. (b) Use in HMA Surface Mixtures (High and Low ESAL):' RAP stockpiles for use in HMA surface mixtures (High and Low ESAL) shall be either homogeneous or conglomerate 3/8 or variable size in which the coarse aggregate is Class B quality or better. (c) Use in HMA Binder Mixtures (High and Low ESAL), HMA Base Course, and HMA Base Course Widening. RAP stockpiles for use in HMA binder mixtures (High and Low ESAL), HMA base course, and HMA base course widening shall be homogeneous, conglomerate 5/8, or conglomerate 3/8, conglomerate variable size, in which the coarse aggregate is Class C quality or better. (d) Use in Shoulders and Subbase. RAP stockpiles for use in HMA shoulders and stabilized subbase (HMA) . shall . be homogeneous, conglomerate 5/8, conglomerate 3/8, conglomerate variable size, or conglomerate DQ. (e) The use of RAP shall be a Contractor's option when constructing HMA in all contracts. When the Contractor chooses the RAP option, the percentage of RAP shall not exceed . the amounts indicated in the table for a given N Design. Maximum Mixture RAP Percentage H MA Mixtures "3 Ndesign Bi' diyr/Levelin� Binder 30 30/40. . 50 25140 ;V 4' 70 25/30 00 10/15 105 10/15 Maximum % Rap ' Surface Polymer Modified 30 10. 15125 1041 10120 10 10/15 10 10/15 10 If For HMA Shoulder and Ziabilized.:Sub-Base (HMA) N-30, the amount of RAP shall not exceed 50% of the'Mixture; 21 �,Yalue of Max % RAP If 318 Rap or conglomerate variable size RAP is utilized. 3I:" When RAP exceeds.'•20%-the. AC shall. bd. PG58 -22. However, when RAP exceeds 206% and is used in Bill depth HMA pavement the AC shall be PG -28." 4/ Polymerized Leveling Binder, 11_4.75 is 15 % 1031.06 HMA Mix Designs: At the Contractor's. option, HMA mixtures may be constructed utilizing RAP material me'eting.the above detailed 'requirements. RAP. designs shall .be submitted for volumetric verification. If additional RAP stockpiles are tested and found that no more than 20 percent of the. results, as defined urider "Testing" herein, are outside of the control tolerances set for the original RAP stockpile and HMA mix'design, and meets all of the requirements° herein, the additional; RAP stockpiles may be used in the original mix design at the percent previously verified. 1031.07 HMA Production. The coarse aggregate in all RAP used shall be equal to or less than the nominal maximum size requirement for the HMA mixture being produced. To remove or reduce, agglomerated material, a scalping screen, crushing unit, or comparable sizing device approved by the Engineer shall be used in the RAP feed system to remove or reduce oversized material. If material passing the sizing device adversely affects the mix production or quality of the mix, the sizing device shall be set at a size specified by the Engineer. If the RAP control tolerances or QC/QA test results require corrective action, the Contractor shall cease production of the'mixture containing RAP and either switch to the virgin aggregate design or submit a new RAP design. When producing mixtures containing conglomerate 3/8 or conglomerate variable size RAP, a positive dust control'system shall be utilized. HMA plants utilizing RAP .shall be capable. of automatically recording and printing the following information. (a) Drier Drum Plants (1) Date, month, year, and time to the nearest minute for each print. (2) HMA Mix number assigned by the Department .(3) Accumulated weight of dry aggregate (combined or individual) in tons (metric tons) Accumulated weight & dry aggregate (combined or individual) in tons (metric tons) to the nearest 0.1 ton. (0.1 metric ton) (4) Accumulated dry weight of RAP in tons (metric tons.) to the nearest 0.1 ton- (0.1 metric ton) (5) Accumulated mineral .filler 1w.".revolutions, tons (metric tons), etc. to the _neares# "0.1 unit. (0) Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. 6`ihe- nearest 0.1 unit. (7) Residual asphalt binder in the RAP material (per size) as a' percent of the total mix to the nearest 0.1 unit: (8) Aggregate and RAP moisture compensators in percent as set on the control panel (Required when accumulated or individual aggregate and RAP are printed in wet condition). . (b) Batch Plants (1) Date, month, year, and time to the nearest minute for each print. (2) HMA mix number assigned by the Department. (3) Individual virgin aggregate hot bin batch weights to the nearest pound (kilogram) (4) Mineral filler weight to the nearest pound (kilogram). (5) Individual RAP Aggregate weight to the nearest pound (kilogram). (6) Virgin asphalt binder weight to the nearest pound (kilogram) .(7) Residual asphalt binder of each RAP size material asa percent of the total mix to the nearest 0.1 percent. .The printouts shall be maintained in a file at the plant for a minimum of one year or. as directed by the Engineer and shall be made.available upon request. The printing system will be inspected by the Engineer prior to production and' verified at the beginning of each construction season thereafter, 1031.08 RAP in Aggregate Surface Course and Aggregate Shoulders. The use of RAP in aggregate surface course and aggregate shoulders shall -be as follows. (a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02, except "Other". The- testing- requirements of Article 1031.03 shall not apply. (b).Gradation: One hundred percent of the RAP material shall pass the 1 112 in. (37.5 mm) sieve: The RAP material shall be reasonably well graded from coarse to fine. RAP material that. is gap -graded or single sized will not be accepted." COARSE AGGREGATE FOR HOT -MIX ASPHALT (HMA) (D-1) Effective: March 16, 2009 Revise Article 1004.03 of the Standard Specifications to read: 1004.03 Coarse Aggregate for Hot-Miz Asphalt (HMA). The aggregate shall be according to Article 1004.01 and the following. (a) Description. The coarse. aggregate for HMA shall be according to the following table. . Use Mixture Class A Sea[ or Cover HMA AIIOther Stabilized Subbase or Shoulders ,Aggregates Allowed Gravel' Crushed Gravel Crushed Stone . Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete Gravel Crushed Gravel Crushed Stone Crushed Sandstone Crushed Slag Crushed Concrete The coarse aggregate for stabilized subbase, if approved f : by the Engineer, may be produced by blending aggregates according to Article 1004.04(a).' HMA Crushed Gravel High ESAL IL-25.0, IL-i9.0, Crushed Stone Low ESAL or IL-19.01- Crushed Sandstone Crushed Slag (ACBF) HMA. C Surface Gravel'(only when used in IL-9.5L) High ESAL IL-12.5,IL-9.5, Crushed Gravel Low ESAL or IL-9.51- Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag (except when used as leveling binder) Use Mixture Aggregates Allowed HMA D Surface Crushed Gravel High ESAL IL-12.5 or Crushed Stone (other than Limestone) IL-9.5 Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag (except when used as leveling binder) Limestone may be used in Mixture D if' blended by volume in, the following coarse aggregate, percentages: Up to 25% Limestone with at. least 75% Dolomite. Up to 50% Limestone with at least 50% any aggregate listed for Mixture D'except Dolomite. Up. to 75% Limestone 'with", at least 25% Crushed Slag (ACBF) or Crushed Sandstone. HMA E Surface Crushed Gravel High ESAL IL-12.5 or Crushed Stone (other than Limestone and Dolomite) IL-9.5 Crushed Sandstone No. Limestone. Dolomite .may be used in Mixture E if blended by volume in the following coarse aggregate percentages: Up to 75% Dolomite with at least 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag, When Crushed! Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimurrm -of 25% to a maximum of 75% of either Slag by volume. . _. Up tq; 50% Dolomite with at least 50% of any aggregate listed for Mixture E. If required to meet design criteria, Crushed Gravel. or Crushed:•Stone (other thah Limestone or Dolomite) may b blended by volume in the following coarse aggregate - percentages: Up, to 75%, Crushed Gravel or Crushed Stone (other than Limestone or Dolomite) with at leash 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When CrushedSlag (AC130 or Crushed Steel Slag are used in the blend;. the blend shall contain a minimum of 25% to a maximum of 50% of either Slag by volume. Use Mixture Aggregates Allowed H1VIA F Surface Crushed Sandstone. High ESAL IL-12.5 or IL-9.5 No Limestone. Crushed Gravel, Crushed Concrete, or Crushed Dolomite may be used in MiAure F if blended by volume in the following coarse aggregate percentages. . Up to 50% Crushed Gravel, Crushed. Concrete or Crushed Dolomite with at least 50% Crushed Sandstone, Crushed Slag (ACSF), Crushed Steel Slag; or any Other Crushed Stone (to include - Granite, Diabase, Rhyolite or Quartzite). When Crushed' Slag (ACBF)` or Crushed Steel Slag area used in the blend, the blend shall contain a minimum of 50% to a maximum of 75% of either Slag by: volume. (b) :Q ality. For surface courses and binder courses when used as surface course, the coarse aggregate shall be Class B quality or better. For Class A (seal or cover coat), :other binder courses, and surface,. course IL-9.51- (Law ESAL), the coarse aggregate shall be Class C quality or better. For All Other courses, the coarse aggregate shall be Class D quality or better. (c), Gradation.. The coarse aggregate,gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-'!, 2, & 3 318 in. (10 mm) Seal CA 16 . ::; JClass A-1 1/2 in. (13 mm) Sea] CA 15 Class A-2 & 3 , Cover CA 14 HMA High ESAL IL-25.0 CA 7 "'or CA 8'� IL-19:0 CA41 'c IL-12.5 CA 16 and/or CA 13 IL-9:5 CA, 16 CHMA Low ESAL IL-�19:gL CA .11 IL-9.5L CA 16 HMAAll'Other Stabilized Subbase or Shoulders CA 6 2, CA 10, or CA 12 11 CA 16 or CA 13 may be blended with the gradations listed. 2/ CA 6 will not be permitted in the top lift of shoulders. 1 STATE OF ILLINOIS SPECIAL PROVISIONS The following ,Special Provisions supplement the "Standard Specifications for the Road and Bridge Construction", adopted January 1, 2007, the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" in effect on the date of invitation for bids and the "Supplemental Specifications and Recurring Special Provisions" indicated on the Check Sheet included herein which apply to and govern the proposed improvement designated as Section 11-00260-00-RS and in case of conflict with any part or parts of said specifications, the said Special Provisions shall take precedence and shall govern. The unit prices herein shall include all applicable taxes. A S% bond will be accepted in lieu of a cashier's check or certified check. Your attention is directed to the City requirements relative to Disclosure of Ownership Interests, Fair Employment Practices and the Contractor's Liability Insurance requirements. Work performed under this contract will be subject to these local regulations. Section 102 of the Standard Specification, relative to Pre -qualification of Bidders shall apply to this contract. Failure to execute all portions of the proposal correctly may be grounds for rejection of bids. The Contractor shall be responsible for restoration of all public and private areas including but not limited to pavement, landscaping, trees, curbs, gutters, and all other surface improvements to substantially equal condition to that which existed prior to commencement of construction. Should the Contractor fail to complete the work within the working days stipulated on the Contract, the Contractor shall be liable to the City of Evanston double the amount specified in Section 108 of the Standard Specifications for Road and Bridge Construction for each day of over --run in the contract time or such extended time as may have been allowed. Tra ie Control Plan Traffic control shall be in accordance with applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these special provisions, and any special details and highway standards contained herein and in the plans. In addition to the standard requirements for Traffic Control and Protection, the Contractor will be required to use solar -powered arrow boards. Gasoline or diesel powered, generators are not allowed on the iob site. The unit prices herein shall include all applicable taxes. The Contractor shall be responsible for restoration of all public and private areas including but not limited to pavement, landscaping, trees, curbs, gutters, and all other surface improvements to substantially equal condition to that which existed prior to commencement of construction. 7'ra fc Control And Protection: Traffic control shall be in accordance with the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Minois Manual Uniform Traffic Control Devices for Street and Highways," and any special details and ITighway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 and Section 701 of the Standard Specifications and the following Highways Standards, Supplemental Specifications, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions, and Special Provisions contained herein relating 'to traffic control. In addition to the standard requirements for Traffic Control and Protection, the Contractor will be required .to use solar powered arrow boards. Gasoline or diesel powered generators are not allowed on the iob site.. Materidi Certirication: 1. The successful bidder shall provide certification that the materials furnished meet. the requirements of the specifications. Materials shall meet the requirements of Articles 1004.03, 1004.4, and 1009 of the Standard Specifications. 2. The Engineer shall be permitted to sample, inspect, or test the materials of this contract at any time to ensure conformance with the specifications. Material Inspection Requirement: This project is being financed with Motor Fuel Tax funds. The Illinois Department of Transportation requires that all material inspection reports be submitted to finalize the project. Therefore, the Contractor shall be required to furnish to the Engineer all inspection reports and other pertinent documents relative to material inspection prior to final payment. Amnlication For Pavnwnt. Application for payment to the Contractor shall be in accordance with the Standard Specifications and these Special Provisions. The Engineer will submit Engineer's Payment Estimate for partial payment to the Contractor for the work completed to the Municipality not more than once monthly on a date specified by the Municipality. The Contractor shall procure from each subcontractor and supplier of material or labor a waiver of any claim which they may have under the mechanics lien laws of the state in which the work is located, to insure the Municipality immunity from mechanics liens on subcontractors in carrying out the contract and any work orders for additions thereto, all as a condition of any payment by the Municipality. Any payments made by the Municipality without requiring compliance with this paragraph shall not be construed as a waiver by the Municipality of the right to require compliance with this paragraph as a condition to later payments. The Contractor shall submit Partial Waivers of Lien from all subcontractors and suppliers with each partial payment estimate and Contractor's Affidavit for subcontractors and suppliers with second payment request for the previous payment estimates and then with all subsequent payment estimates. The Contractor shall furnish with his final application for payment a complete release of all liens arising :out .of ::this contract, or receipts in full in lieu thereof and an affidavit that the releases and receipts snclude.;all labor and material for which a lien could be filed. STATE OF ILLINOIS SPECIAL PROVISIONS LR5 3 The Contractor shall contact the City at least 72 hours in advance of beginning work. Construction operations shad be conducted in a manner such that streets will be open to emergency traffic and accessible as required to local traffic. Removal and replacement of curb and gutter and driveways shall be planned so as to cause a minimum of inconvenience to the abutting property owners. The work shall be accomplished such that the streets will be left open to local traffic at the end of each working day. It will also be necessary to provide advance notice to residents, police, fire, school districts, and trash haulers when access to any street will be temporarily closed or limited. At the preconstruction meeting, the Contractor shall fiimish the name and telephone number where he may be reached during non -working hours of the individual in his direct employ that is to be responsible for. the installation and maintenance of the traffic control .of this project. If the actual installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the preconstruction meeting in accordance with Article 108.01 of the Standard Specifications. This shall not relieve the Contractor of the requirements to have a responsible individual in his direct employsupervise this work. Tra ficf'Control Deliciencv: The Contractor is expected to comply with the Standard Specifications, contract plans, and these Special Provisions concerning traffic control and protection. All traffic control devices shall be kept clean and meat appearing, and shall be replaced immediately if they become ineffective due to damage or defaceznt. Failure, to comply with the Standard Specifications, contract plans, or these Special Provisions concerning traffic control will result in a charge of $300.00 per day, in addition, if the Contractor fails to respond, the Municipality may correct the deficiencies and all cost thereof will be deducted from monies due or which may become due the Contractor. This corrective action will in no way relieve the Contractor of his /her contractual requirements or responsibilities. Drivewav Closinz: It will be the Contractor's responsibility to notify residents and the" Municipality when access to their driveways will be temporarily closed due to curb and gutter and/or driveway ;replacement. The Contractor shall distribute notices provided by the City, to residents. Every effort shall be made to accommodate access to these properties (i.e., knock on doors when driveway is about to be closed). Debris Removal: Materials resulting from the removal of driveways, bituminous surfaces, etc, shall be removed at the end of each day to an approved site. In the judgment of the City, should it be necessary to remove such materials, the City will have the material. DETAIL SPECIFICATIONS SAWING ASPHALT SURFACE L General This work shall consist of the full depth sawing of the existing bituminous concrete surface with sawing machine at locations shown on the plans and/or designated by the Engineer. The Contractor shall machine -saw a perpendicular clean joint between the portion of bituminous concrete 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 ofPavment This work will be considered incidental to the various pay items. SAWING PAVEMENT I. '' xeneral This work shall be performed at locations as needed to not damage adjacent pavement to remain in place, and/or: designated by the ENGINEER. The Contractor shall cut the joint between the portion of the pavement to be removed and that to be left in place with a concrete sawing machine to prevent the concrete from spalling when the pavement is broken. This work shall be done in a manner that a straight and perpendicular joint will be secured. It is Contractor's responsibility to determine the thickness of the existing pavement and whether or not it contains reinforcement. II. Basis ofPavment This work will be considered incidental to the various pay items. - DETAIL SPECIFICATIONS SAWING EARTH SURFACE L General This work shall consist of 24" depth sawing of the earth surface with a sawing machine at tree roots location shown on the plans and/or designated by the Engineer. The SAWING EARTH SURFACE shall include all materials, labor, and equipment required for: site preparation; protection, support and repair of damage to existing utilities; inspection; correction of defects; and, all, related work required to complete the operation. The Contractor shall machine -saw a vertical clean cut using a Vermeer saw or equivalent method as approved by the City Arborist and/or Engineer. The use of heavy equipment, ax, machete or other tools, which may cause ripping or tearing will not be permitted. 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. I.I. Basis ofPavment 'This work will be considered incidental to the various pay items. DETAIL SPECIFICATIONS INCIDENTAL HOT -MIX ASPHALT SURFACING I General This work shall consist of the preparation of the base, the application of bituminous priming material and the construction of the Hot -Mix Asphalt surface. The Hot -Mix Asphalt for the hncidental Hot -Mix Asphalt surface shall meet the requirements of Section 406 of the Standard Specifications for Road and Bridge Construction. Areas where the Incidental Hot -Mix Asphalt surfacing will be placed shall have the base primed. The rate of application of prime and fine aggregate will be specified by the Engineer. The Hot -Mix Asphalt mixture may be spread and finished by approved hand methods or a finishing machine approved by the Engineer. The Hot -Mix Asphalt mixture shall be rolled and compacted to the satisfaction of the Engineer with tandem roller meeting the requirements of Article 1101.01 of the Standard Specifications for Road and Bridge Construction. II. ,basis OPOment This work will be paid for at the contract unit price per ton for "INCIDENTAL HOT -MIX ASPHALT SURFACING', which price shall include all labor, materials and equipment necessary to complete the work. The cost of Bituminous Materials (Prime Coat) and Aggregate (Prime Coat) will not he paid for separately but shall be incidental to the unit price per ton for INCIDENTAL HOT -MIX ASPHALT SURFACING DETAIL SPECIFICATIONS FIBERGLASS FABRIC REPAIR SYSTEM L General This work shall consist of installation of a Fiberglass Fabric Repair System prior to placement of an asphalt overlay, in conformance with Section 444 of the Standard Specifications for Road and Bridge Construction. IL Material and Construction All materials and construction shall be in conformance with Section 1063 of the Standard Specifications for Road and Bridge Construction of the State of Illinois. III Areas The approximate areas of materials to be used will be: Cross Sectional Cracks 27% of total area Longitudinal Cracks 63% of total area Wide Area Cracks 10% of total area IV. Method of Measurement The Fiberglass Fabric Repair System will be measured in place and the area computed in square yards of fabric surface. No payment will be allowed for the fabric overlaps or the minimum extensions of bituminous material beyond the edges of the fabric. The quantities provided in the Bid Documents are approximate only and are subject to increase or decrease. Actual compensation to the Contractor will be based upon actual work performed. No additional compensation will be allowed regardless of the actual Fiberglass Fabric Repair System installed versus the plan quantities. IV. Basis ofPavment This work will be paid for at the contract unit price per square yard for Fiberglass Fabric Repair System, which includes preparation of existing pavement and other incidentals necessary to place the system. DETAIL SPECIFICATIONS HOT -MIX ASPHALT SURFACE REMOVAL (Variable Depth) I General This work shall consist of removing existing hot -mix asphalt surface material in areas as indicated on the CONTRACT PLANS and approved by the ENGINEER. II. Construction The machine used for surface removal shall be a self-propelled grinding machine capable of removing, in one pass, a layer of material at least 1 %z" in depth. The grinding machine shall be capable of accurately establishing the grade for the variable depths required. The nature and condition of the equipment and the manner of performing the work shall be such that the remaining surface is not torn, gouged, shoveled or otherwise injured by the grinding operations. Removing the pavement surface, such as drainage castings and utility covers, shall be accomplished in a manner satisfactory to the ENGINEER. The excess material resulting from this operation shall be removed and disposed of as specified in Article 202.03 of the Standard Specifications for Road and Bridge Construction. III. MeasuremenkPavment This work will be measured in place and paid for only once regardless of the number of passes needed to remove the material. This work will be paid for at the contract unit price per square yard bid for: HOT -MIX ASPHALT SURFACE REMOVAL (Variable Depth) DETAIL SPECIFICATIONS CLASS "B" PATCHES, SPECIAL 9" HES I. General Where indicated on the PLANS or where directed by the ENGINEER, existing pavement is to be removed and replaced in accordance with Section 442 of the "Standard Specifications" except that the three (3) types, namely: Type I, Type II, and Type III have been combined under one item. All existing pavements shall be removed and replaced with minimum of 9" (nine inches) of High Early Strength Portland Cement Concrete in conformance with applicable portion of Section 442 of the Standard Specifications. All .dowel bars and Tie bars used for Class "B" Patches in existing base course shall be placed in conformance with the applicable portions of Section 442 of the Standard Specifications and/or Contract drawings and/or directed by the Engineer. This work will not be paid for separately but shall be considered incidental to pavement patching. The Engineer will approve the equipments and the devices used for pavement removal. Pavement breaker will not be allowed. II. Methods of Measurement Pavement patching will be measured in place and the area will be computed in Square Yards in conformance with Section 442 of the Standard Specifications for Road and Bridge Constriction. .III. 'Basis ofPavment This work will be paid for at the CONTRACT unit price per square yard for; CLASS "B" PATCHES, SPECIAL 9" (HES). The price shall be payment in full for all necessary saw cutting, pavement removal, compaction of the sub -grade, including all required materials, equipments and labor. DETAIL SPECIFICATIONS CLASS D PATCHES, SPECIAL V L General Where indicated on the PLANS or where directed by the ENGINEER, existing pavement is to be removed and replaced in accordance with section 442 of the "Standard Specifications" except that the three (3) types, namely: Type I, Type 11, and Type III have been combined under one item. All existing pavements shall be removed and replaced with minimum of 9" (nine inches) of Bituminous Aggregate mixture in conformance with applicable portion of Section 442 of the Standard Specifications. After the sub -grade has been compacted and is acceptable to the ENGINEER, the bituminous aggregate mixture shall be spread upon it with a mechanical spreader. The thickness of mixture spread shall be such as to provide a maximum compacted layer of 6" (six inches) provided the required density is obtained. The surface of each layer shall be clean and dry before succeeding layers are placed. The Engineer will approve equipments and devices used for pavement removal. Pavement breaker will not be allowed. II. Methods of Measurements Pavement patching will be measured in place and the area will be computed in Square Yards in confonmance with Section 442 of the Standard Specifications for Road and Bridge Construction. III. `basis offament This work will be paid for at the Contract unit price per Square Yard for; CLASS "D" PATCHES, SPECIAL 9" The price shall be payment in full for all necessary saw cutting, pavement removal, compaction of the subgrade, including all required materials, equipment, and labor. SPECIAL PROVISION DETAIL SPECIFICATION CONSTRUCTION LAYOUT AND STAKING I. ; General This item consists of laying out and staking line and grade for the improvement as directed and approved by the ENGINEER. II. Requirements CONTRACTOR will be required to perform or have performed all necessary surveying work to construct the improvement as indicated on the CONTRACT PLANS. OWNER shall supply locations of all horizontal and vertical control points prior to beginning of construction. Prior to construction the CONTRACTOR shall notify ENGINEER so as to enable the checking of grade stakes. CONTRACTOR must provide qualified personnel registered with the State of Illinois as a Professional Engineer or a Registered Land Surveyor to perform Construction Layout and Staking. Prior to concrete pour CONTRACTOR shall supply a minimum of 24 hours as to allow ENGINEER to check and approve framing for pavement. III. Basis of Payment This work will be paid for at the CONTRACT lump sum price for CONSTRUCTION LAYOUT AND STAKING, which price shall be payment in full for all labor, materials, transportation and incidentals necessary for layout of improvement as indicated on PLANS and specifications or as directed by the ENGINEER. No adjustment or additional compensation shall be allowed except as specified herein. PARKING The Contractor shall place "No Parking" signs a minimum of two (2) calendar days prior to construction 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, nailing, of taping of signs to trees is prohibited. Contractor shall keep a log of all posted "No Parking" signs and shall submit the log to the Engineer promptly upon request. "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 shall be removed when no work is completed on site for over 72 hours between construction operations; signs will be required to be removed and reposted or contractor will be subject to a TRAFFIC CONTROL DEFICIENCY DEDUCTION to monies due or that become due to the contractor. "No Parking" signs are to be purchased from the City of Evanston. 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. "No parking" signs on Forest Avenue and Main Street will be required to be "No Parking Anytime" signs to accommodate lane shifts after TEMPORARY PAVEMENT MARKING is installed. "No Parking Anytime" signs shall be fabricated by the Contractor using masking tape and permanent black markers to the satisfaction of the Engineer at no additional cost. TEMPORARY PAVEMENT MARKING LINE This item shall be completed according to Section 703 except as modified herein: 703.01 Description. This work shall consist of furnishing and installing temporary pavement markings to shift traffic away from the side of the street the Contractor is undertaking concrete construction operations. 703.03 General. The temporary markings shall be of the same color and dimensions as shown on the plans for the permanent markings, or as directed by the Engineer. Paint shall be used by the Contractor while Type I or Type 11 marking tape shall be used on surfaces that will not be resurfaced. Black paint shall be used to overlay conflicting existing pavement markings and conflicting temporary pavement markings when lanes are shifted to opposite side. 703.06 Method of Measurement. Temporary pavement marking removal will not be measured for payment but shall be measured for payment as TEMPORARY PAVEMENT MARKING when black paint is used to overlay conflicting pavement markings. DETAIL SPECIFICATIONS City of Evanston SPECIAL. PROVISIONS ENGINEERING SERVICES I General These specifications will apply to the project when contractor elects to work on any given. Saturday during'the contract time. J II Rea,uirement If at any time during the project the Contractor elects to work on a Saturday, they must obtain Written permission (See attach form in Bid package) from the City Engineer and/or Senior Engineer. Contractor shall request this at least, twenty-four hours in advance of Saturday work. DETAIL SPECIFICATIONS BUTT JOINTS When Butt Joints are to be constructed under traffic, the Contractor shall provide and maintain temporary bituminous ramps at both upstream and downstream ends of the area removed. The Contractor shall have sufficient bituminous patching material meeting the approval of the Engineer at the worksite to construct the ramps before beginning the pavement surface removal. The temporary ramps shall be constructed immediately upon completion of the removal operation and the area between shall be leveled and filled as necessary. Ramps shall have a minimum taper rate of 3 feet per inch of thickness. No more than five calendar days will be allowed between the time the Contractor starts removal of the existing pavement and the time the proposed surface course is placed and the butt joint completed. The temporary, ramps shall be removed prior to placing the proposed surface course. Basis of Payment All material. equipment and labor necessary to complete the work and maintenance of the ramps as specified above will be considered incidental to .the proposed surface course. e 1,E E N - ry Type A - ; 'e `TYRO 5 c E E ry '—Type 8 4' min. tl.22 m) 24 (6001 min. Straight curb ype B +lei (typ,) RECOMMENDED LOCATION OF RAMPS / Ramp slope 1:12 max. RISE at ramp See Details A & 8 30 (760) max. RAMP PROFILE o= ..mot(.,-: •' '-'- - � �': rp'. ' . �e� �'--6'.': '. •t TYPE A RAMPS 6 Ramp 6 Side curb Ramp (1501 width (150) width 36 min. / / (9151 .(Side I35 min_ $Ida_ ii?--lore (9151 '{bars TYPE A TYPE B DETAILS OF RAMPS ExDciistb Joint Rise of depressed curb %p (i31 max Lcutfer slope 1:20 max. DETAIL A Side curb (where required) 2 (50) Fes% IC4m3n �aperiepni of Trm�SpOrlpi)pn /� �� y v�sscu Street Depressed curb aP➢ADK. `- :°°B DETAIL B �tii` SQL (_N, LEGEND Sidewalk Ramp Detectable Warnings Non walking area TYPE B RAMPS d�, n V+A A o TypB 3 i RAMPS AT ALLEYS OR ENTRANCES Vartoble � 2% max. Yoram laylB GENERAL NOTES SECTION A -A Flush with top of roadway Curb and t0ii of Sidewalk 6 i5A1 6 0 2R Ramp _ 1 thickness DETAIL OF SIDE CURB (Side curb may be Constructed monolithicolly with ramp# DATE REVISIONS 1-1-08 Switched units fo I Enallsh (metric). 8-1-05 Revised clocoment of detectable warnings. fltie. Detectable warnings shall be installed at curb romps. medians and pedestrian refuge Islands, at -grade railroad crossings. transit platform edges, and other locations where pedestrians are required to cross a hazardous vehicular way. Detectable warnings shall also be Installed at alleys and commercial entrances when permanent traffic Control devices are present. The maximum slope of the Side flare for Type B ramps shall be 1.10. however, If the width of the landing area between the top of the ramp and on obstruotion Is less than: 4'-O" (1.22 m) then the maximum Slope Shall be 1,12. Ali slope ratios ore expressed as units of vertical displacement to units of horizontal displacement M141. Ali dimensions Oro In inches (millimeters€ unless otherwise Shown. CURB RAMPS FOR SIDEWALKS (Sheaf I of 2) STANDARD 424001-05 � x v cn � `r' o TrunCotad Dome N tp 10 C m 8 EIQ> o� V o \ / TRUNCATED DOME DETAIL I � SQUARE PATTERN TRIANGULAR PATTERN (Poralle( Alignment) DETECTABLE WARNINGS DETAIL ® itlinoSa flepertmeM of irannpartatlah CURB RAMPS - FOR SIDEWALKS c�'s�aocEvu+es sheet 2 of 2) STANDARD 424001-05 CURB RAMPS DETAIL LEVEL LANDING (TYP)----- ADMINISTRATIVE POLICY NUMBER 204a SIDE CURB . a i a i >• v ... 4 v' .aa`_ . . • . . . .`. . . . 000a °e •v b ° TYPE A • a. . _ aria♦_ . a . _ _ . • . . a . , ♦aaa♦ ♦aaa «r ♦ail« aaaar is a♦ a . aia a . a aaai . air law . ♦ aia • W .aaa a raw•a alai Wia aia airi•iYi� i• ` `y .. a~aaa aaaa..... • . i . r_ aia aia . .♦.i.r. a aaaa aia as ♦ �� a• _ a a ° °DOD°Dtl 6D°"1 ♦ a a 20'R °°°'♦'° • a (TYP.) TYPE B METHOD 1 - PERPENDICULAR TILES GENERAL NOTES: SIDE CURB ��P•) I ♦ a a a ♦ aa. r♦ w a 'u a ' air r a n i ♦♦ 4 .. . TYPE A r ♦ « Tar ri 20'R (TYP,) SIDEWALK OR GRASS SURFACE a aar aia aaa liar 4A�O�fi°^DSO• r i r TYPE 8 METHOD 2 - OFFSET TILES 1. DETECTABLE WARNING TILES SHALL BE INSTALLED THE FULL WIDTH OF THE CURB RAMP AS SHOWN ABOVE, ON THE PLANS, OR AS 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'X5' 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 Aj" 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 [DOT 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 CURS AND GUTTER ADJACENT TO CURB RAMPS SHALL BE INSTALLED TO THE DIMENSIONS PROVIDED IN IDOT 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', 20', OR 26' RADIUS TO THE BACK OF CURB AS NOTED ON PLANS OR AS DIRECTED BY ENGINEER. 5 4" (3YP.)� •'d r a a.a .. �r a r .`a etl• 20'R (TYP.) METHOD 3 - CONTINUOUS RADIAL TILES ° Sidewalk Ramp e°o°eDpCO°;°; gpgog;poaoog Detectable Warnings, Red Non walking area (Grass) CITY OF EVANSTON PUBLIC WORKS DEPARTMENT DIVISION OF TRANSPORTATION fAPPROVED BY DIRECTOR OF TRANSPORTATION/CITY ENGINEER DIRECTOR OF —13LIC WORKS DATE 1RES li ild �'�'p pSCR g1it��iNQ�S 1��, tSEEY1Q � �h1 Alp 81�� SN% G� � ZYQir tiN�����WER FATS nvV:-Po -... ,, lksa t� - NCIDe Of BEVL S���'RA�E BEM 1. OIL 11Y OR Soo '�- p AVEWA, NQCE QQtyt,�R �� R � EXiSZi SRQ�RR�� �Y11�it�Q�`' �AtERi�" Q� 0 111FICAt• SE�MA E 1 5 *SEE s MAD 1AAl- NES of �Et pp�CR EK 0,10 � ,�RI R' fi1Q�"'` Ztt iR �iIOER ACR 51R 5 4 AYM� 1• iH� Y110 "Oo t12� SRAV� B� MEA`'�R�EH GAO � R; �kiNQ Q 2• �� � A��pRp�1 iQR '�A� R��QYAt- pA 't11� ARE �t1t.L ty�pTtt �� ARC �Q R�PI.aCE Q��R �, RE�,QVE pQ �� M�ZRRiat.PNIVED. OF {.4 I sawed groove ( Hat poured (/n 131 min. x t/3loint sealer Na. 6x30 (Na, 19x7501 � Tie bars at 30 (750) cis. :..,..... .. (shown on support pins} - :-::, `:};=i?�''•:+°' :.. - ------------ � 15 1375) LONGITUDINAL SAWED JOINT No. 6x3D (No. M750) Tie bars at 24 1600) cts. form First pour Bar 15 7375) LONGITUDINAL CONSTRUCTION JOINT ME BAR FORMEO IN PLACE} � � lenula neoonm.m oS Tranccorrauan M1#.fx OF s A LT➢ , fsrawFn -l._mm IV-IY4 ' ` 13.1 ml A r _, 7 444) Sheet steel of suitable thickness to 'Form keywoy as detailed or approved - _II _ equol. e€ Spotwd ✓ l'I~ A � ! ._. (50) ahaporting l aM 29�a I 3,_l.. I 3.-4., 20% N 1 - 1530} 11.02 m) (1.02 m} 1530) (25) TYPE C METAL JOINT SECTION A -A Type C metal joint or approved equal r„ Side form First pour LONGITUDINAL KEYED JOINT _ 1 C 6 Preformed or drilled hole (bar size 41/4 t6) 1, Hot poured Joint sealer r w ' • n • B ° No. Gx24 (No, 19x600) + [2091r Tle bars at 600 124) cts. '•'First pour Second pour> LONGITUDINAL CONSTRUCTION JOINT ITIE BAR GROUTED IN PLACEI Channel On. s1ze Succulent to securely hold Joint In N T 0,O596x2 (1.5x50) at . m 21/Z 4L,,,,-,,—chotr 2/s 1.02 m cts. max. (64) tell SUPPORTING CHAIR SUPPORTING CHAIR ALTERNATE ALTERNATE DATE REVISIONS 1-1-08 Switched units to English (metric). 9-1-05 Added supports to long, constr. It. and revised ate for trans. exp. It:. GENERAL NOTES A(I slope ratios are expressed as units of vertical displacement to units of horizontal disotocament W$H), All dimensions are In inches (mill)meters) unless otherwise shown. PAVEMENT JOINTS (Sheet 1 of 2) STANDARD 420001-07 is i4501 L Qy tors at i St;,LiNG DETAIL below ..4.—A —anslan aap RSE EX' u JIVIANSVEAL Hi4NEs51 iFOA is t454t 1-111'430 i ats. mars at 12 ti0'KOl tat assombtY ' �qa r,EAt iNG 05"- below Cott; p� vtit►1 L��.._ cops gnalt be 1nst ORed a F,O"r Ion paged the hea er t'0tiler co +t' bar 0 rd the I teen removeboos' instcted- wean motarial has cap Joint sealer, cured Finish aa®fera 2 Hat p seotor� w£trw a t50i YA lotnt garners 2 i201 FtntBn er t541 � • �A '/A sand wttn edg 161 1241 d cd cell pretos'med plasticlfitter fle%tblo -Foam filter faint fir•_^', -,,ter of tY+tY+9�TUH9M1 bOT's nt C,OwiRAt;1W- i5A0ERSE Hat "'Prod loin', Y {221 bent rasigbant li cker aeN >tastic foam sturface A 11001 t+Yp'i or+]an of dow[sen+�at3lto �/Af6' Sinstlized e owl; pvot .saulrn fats e ourse t14 t atYr.:.'_Q:' . 254t tfiYp rvt set) 'tRAK5�1ER5E �� COURSE MixTtA► {FOR CAM. LFA AND LF A BASE Dow east �asL — OoEL 5AR Yt+lht:NT 314MEIV 1H1GitNESS n _� 1�/2 1387 13 7 {i75....-- 11 tis� i t2Si „�� than T ti't51 MFtAT ,�C�I�T 5 2 0f 21 tSno°+ STODABO 4 0001-01 6'-0"min [L8 m1 Full epth d I100) Ful; depth sow cuts i i saw cuts Hand r m removal � E % O t150) h ( \-Edge of pov't. Edge of pav't. 1/4 16) Flberbaartl r-'' •- bond breaker or •'`' equivalent. -- - 5 au der removal Full depth saw cut a H PAVEMENT SAWING DETAIL P IHMA SHOULDER) '- m1 _ 6'-0"min. _ . (L8m) { 6'-0' min 11.8m) -- —q-- �—T I4 Fab depth 7,11 depth saw Cut � SOW cuts Full dep- saw Cut Hand r removo$ saw$) E fcut o a 0 P Ls 6 / Pa (1505 Hand 24 min. t6fl0) � — — .... .... _ N N A= 5 Dowel bars at 12 1300) cts. Transverse E Joint (typ,) _ iD Edge of Pov't. [L8 m3 12' (3.6 I11) WIDE LANES Wheel Shoulder Edge of� Saw cut full saw cut removal pov't. Edge of pov't.-/ length of patch ALTERNATE SAWING DETAIL PAVEMENT SAWING DETAIL tHMA SHOULDER) IPCC SHOULDER) k='-0"min. 11.8 ml '.h - Full depth Full Fuli depth saw cut sow cuts Wheel saw r cut ® ]Y:npit OepOrlmR.lt pf TrpnypprTpilgn aas�m •�� xaw 1�wc.ceR x WRO dp+u I gOQa N • Edge of pov'f. B= 6 Dowel bars at fz 13001 cts. � N � Edge of pov't. 14' (4.2 m) WIDE RAMP Hot poured joint soolar� % (22) min. closed .r Cell plastic foam :':-,y._+�.N•_ N booker rod. Drilled s hoots 18 (4501 Long 9 t Y ' Y v :::•. s...�. .'' ..::'-., dowel bar anchored Into existing pov't ( Existing slab ° - •Srfo �"•�' TRANSVERSE JOINT DOWEL BAR TABLE PAVEMENT DOWEL BAR HOLE THICKNESS DIAMETER DIAMETER 8 (200) or greater I%2 (38) 1% (41) 7 1180) 'thru 7.99 1199) 11/4 132) €% (35) Less than 7 (1801 1 (25) I%a £29) Saw cut full `Edge of pav't, length of patch ALTERNATE SAWING DETAIL IPCC SHOULDER) a �Ertge of pav't, m U Ct 7' Dowel bars at 12 £30D) cts. P � N� U n Edge of pov't. 16' (4.8 m) WIDE RAMP Joint sealer ( °bf I i Ex€at€ng slab _ i•'`,�Potah}:,.: Or patch In bond breaker CENTERLINE JOINT GENERAL NOTES The transverse joints for Class B patches shalt align with joints or cracks In the adjacent lane whenever possible. See Standard 420101 for details of pavement fabric. All dimensions are In Inches (millimeters) unless otherwise shown. DATE REVISIONS 1-I-08 Switched units to CLASS B PATCHES- Ena)ish (metric;. 1-1-07 Revised General Notes. [Sheet I of 2i 1 STANDARD 442101-07 k See seollnp defolls 6'-0" 41.8 m) Mtn. Hat poured v Hot poured Joint seater Trd� f•ilc .-- joint sealer (6) Mtn. '4 Fuji depth ' 4 . q.. • .. Fuji depth ' Existinq ' • ExlstInq saw cut •4 ' (£ODI 2 • • - • a " - a saw cut Dcc pavement pavement1501 - a '4 8 Expansion Cap 2!' a - .• A - - €2253351 A . 4 Existing subbase No. 1048 (No. 32x450) ' z €B (4501 Lon dowe€ bars Tta bars anchored 9 Into existing pavement anchored into exlsftng at 12 (3001 cts. pavement of 12 (300) cts. METHOD I (Without Resurfacing) 61-D'• 41.8 ml Mtn. Proposed HMA surface course Traffic >r , 2 150) Jofnt ,Proposed HMA filler . b(ndar courses 4 a Full depth a 2 4 - .. 4, - 4 4. }Full depth (1D0) a' saw cut 20 •.4 sow cut �ti' 'n• ' !� Existing - . (50). ' , : a ,x.-•,_. �. _ .� Pao pavement 4•. A •: 93�2 4 4. Expansion Cap (2003151 ; _ • 4,. . • ' . .4 •. - - (225115) D - • - 4- . •Existing subbase•... - .... • - - ..� 18 (450) Long dowel bars No. 1048 (No. 3205D) anchored Into existing Tie bars anchored pavement at 12 130D) cts. Into existing pavement of 12 S30OF cis. METHOD II IWith Resurfocingl ® q¢nvza De tm t of 16pq gflm VIGSMElA OF�SMbLltRMs1 aPPxovm 4 znw [TRANSVERSE EXPANSION JOINTS T4'.. 1 4 preformed ftexlble foam f^ expansion Joint filler SEALING DETAIL 2 Sand x .) a - a � ro . \Pav't. `•• Preformed Closed cell \ 4 plastic joint i ' /fliler SEALING DETAIL NOTE When re-estobllshlnq a transverse expansion joint on a two-tone, two-way rood, reverse the orientation of the dowe€ bars with respect to traffic for one of the patches such that the Joint wilt be continuous across both Fonos, CLASS B PATCHES [Shoot 2 of 2) STANDARD 442101-07 CLASS C r0A Angles not less than 601� 6mi.. 3 36mIn. -0" Mtn. 0001 (1.2 m) Existing longltud;noi joint roc 0 A-- B B B B L.A 4C 4n Angles not less than GO" Angles not less than 60- Longitudinal joint - Exist. pov't I'sawed (one oi:)erotlon) or formed (two operational 91 Variable SECTION A -A SECTION B-B C — A Exist. pov't Exist, pov't Sowed groove . 1_ V2 width 4'-O` (I.Z M) to I -6,-0- of pav't. (1.8 M) - DETAIL OF SAWED SECTION C-C SECTION D-D CONTRACTION JOINT NOTE Longlfudtnol )pints shalt be as detailed on Standard 420001. except fie bars ore not required for patches M-O" t6.0 m) or loss In length. 36 min. CLASS D ay A Angles net less than GO- f-Cxlstlng longitudinal joint Variable 9001 41.2 M) Variable I I-* F Variable r*c F* �...._ z F G r r i r I 13 a r .1 IWD f-F-1 -113 a 8 A 4 C LOE ► F 40 Angles not less Angles not loss than 45' than GO* r-- Exist. pov't Y-O" 10.9 m) to Construction joint Exist pov't VZ/ • Variable 4'-G" (12 m) to Exist. paVrj _I Exist. pov't 61-01� the 1 SECTION E-E SECTION A -A tBuIlt In two operations) Construction joint 5., 3,-0" 10.9 M)tQ Y-O'l 10.9 n9to 5'0" 11.5 m1 41.5 ml M0M SECTION F-F (Built In two Operations) SECTION B-B SECTION C-C t I 3'-D" (0.9 m) to. 5-0" 41.5 m) Exist. poV11 SECTION G-G SECTION D-D RATE REVISIONS 1-1-08 Switched units to Enolish (metric). 1-1-07 Rev.'sed Note for Class C oatchas. GENERAL NOTES Existing tle bars shalt be either cut or removed. Marginal bars shall be cut, Ali dimensions are In Inches (millimeters) unless otherwise shown. CLASS C and D PATCHES STANDARD 442201-03 a t, t, VAN nits .41" t � SO-�pgt16 y�yvn 0Vq 4 I, r xiluw t� f�► T!€F s's'0 UO.bpt1�'a�' AD ow.� i ism Ott G woo SSA ,ass it ,► t°" "PC "t[Ati42:�i tlY:i Yd !p 515;18 t SfNAttt`2 gii 3ii1iQ tgf *i t�► tS ��iyf �il 3�1 i� titter t30 �p £HLiS1x3e �� g 6 5 �fc'i3tc8va n i�� fl► iwdo Mato t 3silFfli� SSA i I -AVCAp7 -I IM, —."WAY 11r3tOG ....-- ' > ju to" ow oas it *star 010% Vitt* vDi Vt.flt �` 3fl r St 1owa � ftui� O �. * vom s at Si a � 0 ilflfl ,ra ALVOP vs 61 Ya iSYfl ii � . matte 1 .wc49 arei5 ults ' �yVAY„ E �}tlLt6W gait c:1TE 'E"I paQo BSU SOKEWax a ..r Val. pAYE>wo .... L .•- uILLE0 WORM pEFAtL BELO" TOR Bfiii ,Vua ilf3 6iT. SAP£ti SE'c YFL tpg E415F pPx?P. to Ei 5 � 117 SFr 4ii BN0. gosm $R ¢" . � �pVIL • 0i d6iiin Bi}TE " - pHGP. ByF.SOWFOR BJFTP'14ltti t0lS v ow SI. all. ••• + B FU1SI US rc TAPESI 1DE19L BELOV TOR BriTT 0 .�lARY 'IYPI AL r. ��- ABS I. ��C � iTK Bi $TSU�K'� .pSISTF pH6R 8ff• ww. E'er YF1iEE+ pAY l BSNOFR ai6F£ n .�- E%SSF. BSF. ���� .r^'i� �,,... •� �, yr. tc�y, . eeYi wsF. tAYPEBi GYP AF. �u�7 ,DINT AND �?I�Uhtl tlS JAPMFOR �►-rrr� -! emu+" °>" �"�F ---•" W y�f fM K �W►1 iW� 'y BBTT 9H Styf ffi�ii � L4iF '_ JQ14iI� ppt41TE „B„y -TE YAL • TxiST• BSF. � � .. yg VOWS. PAYS", Yl� 1 v [ g PRSiP. BSF. LStDER GRSF.V. ' i i rt .r+• ^�' 8itliFSiH�S T`� �TASL, ` ettumIxous TYPICAL B 34Ii�r Y PC.T6 � � N.iciSB+citR � NYflE1Si'r,.� .. ylyq,(EE BBAD� BAfM SSPE Hp%Bi. ....+ a tR' TIE t•7� �� � AFELF B+F� a F+E '10FCB� TM� }11P t+ B Ulm vmmw FPfi< yr PAW Q L Cr I r .Dr. SIT. RAW YAE BE PAID is SRSSLLCtlipi 1a WOOL - � ,pSHf"+ s SKw VoAa u"1°r3"uFi jacRt Sm Aar SEL > %EGFitlti fa X0.0 � it SA 3 L,I,o W y YFuwy�,F►FFtRs i ,00 00 x, 9w �, irAt s� � j + ,..� -•"" ...- fit. �� C�� t + � E'er• 1fr W`r`__' � � !!Vf � �+jQ�. 1i. t/� SR�'IR . vPt►• #11fR1R we, paws wom so AVE o caD 31 li Chi 21 lid 5/ tfi? iof xx� map „ tn+a mob Ts>L 1, R4 �/ rw !ww• � �wr gP MID TlkCti 1lE/Q i/ a/ r Iotb A TTPE !tf BtMMICAOES TL�� TTPE i DN i7PE II EIFWGOE5 lITR EfELIGHTS to MIL fLA$MM AUM UOMT DM EAML OR S106fTw!�06' 777E in IAMriICIOES TTTTH TWO t'LASIMw,AIBEIT L[61ifS ON EARL {YE1FR7 L ��� a�ll'f� E V O V� �1 t/ TIt6dIOT L a J AIt50 q iKr'1i#'If{S e� 1 _ N YW 1010 itM10 � ]iF']fD>dit5 TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS NOTEST 16 n* M M IESTRC' M at TK su toil m am-T] L= MMI " A rm uw V' TA k.?, MO Ink 04 tm u SNOIM A :iE OSAOIID SI/ R OOLXTfs 07 TNF OiPTA VTOK ma Lri� 1ik Vol V� cw� kTTY k T[km ma mm mum to n AIMWMfM w w FORT !M IG MM OFnEumN" to TK CLOO fOwm or TK R,OI o mE sm kE r"Mcna ST naRroc IMTx snc t. T:TL F art Tiff IM iu.cslns 1n w m ow STT to W TK CUM f mmL LUX do rITM A 9M LW 99ATBI TM to %wh m I/IS AS M M Ow TMG VAM 10a w RAE t if TIE V% MM „VE wo TT/ffmcm A w MCK L? II Tt w I*-* ym A RATKA Iqt w ok ti orgimm w .COOT M M&IM W Twt Um FOAL M 1TE TLMM IOMIH OF TK Wp NAME UPLL DE nqT M Irr ILOMM ► m m M tkw3pzEL T/i 6 TIE VOSS SCUM OF TIE ILRO IOM 3X s w7x TK SmC AOMi ET£S IETIMI l tK eEca�a c v TMC w�IAdE sTSMrw Ld TML ]AIR 0001OW k ks�t wxin wlkr k1w auas E IA➢ p tkTl Or TIE LE 1[mM Y#0r w1R'w. f: FOM a tY[ ILMW OF S SM im A tIM'IM,T, ECE 1>'RlcgAi rEwTIRYS OF TIE T,rr'L prtTµtTOM 6 4MRTiO ELMIML OE,icLS 4T7. TOF31M. ST0. 71MtOO Ey[ TIE pFOU'IfISTO STLSRRiL TK $rum or 3=6 oV /MwMCFm am S kww" ,OM rw 07IUMM AS NK= wr TIE [T+mM THE O@ESTf➢Ml',MOM SLOE MMT LANE ELORM (. MVRa MAm Mo Sloe kK It K VATTM 97 VM VAT tMM ormMnst Form O. TIE uwm LOItm Am TT9TRTIOI fm m MO1D5. N MSECTMITS. No TA mum wu OL IMC MIL TR TK aw or 9'4U= "M V MIM1 iikl M 01 FM& Ilk 0"ro4otu Try In ~41rq *Xht*i Ulm cfwv1" d m ILAMM DWART a OF THIMPORTATIOM TRAFFIC CONTROL AND FROTECTION "fir- 91L3 - FOR oarsl SIDE ROARS, INTERSECTIONS, AND DRIVEWAYS Wiw A FAtQI OIltf6LOC k OAT4 T!lfOf o[FSID OT iF10 I�R�fyq�.lolJ•kJQY /rWI IT•it0 1inMW#�w LHl6. toll or MOM-\ Fm n To Taff or IaK tit 10 w wa -0 PASS#o tat ill[ r100 i[ mur ( f r O?7 _MINES 111111 rv/,I+>Mayita 1■Q0, 11lrir P/.""i I mK LK m{t a xSpSp■ � I i4A1E AQAOli7 ru m is m4 or toot "it ma w PAY11xrt 1 1 NIMM tAr� �m t w Kut 1ae r< mlar tat Tt Mlt IP N M>r 11iK LK ita tlQ Ci M mm Mliitt. am. c5 se a,��■sFE tp3 tit tiQG or vats T •r./ { won-tuTt nfltvloEa sa m� taa v PA M EMN 't I' Lqs w iwtE,OK taE $■ COT 1 a tal � 1s• � � �_� rn., �-fE0 w itEL{EFM f0R Li[ `(, 7' 100 ft 11C[ U1L liL Tm w am Lut ow l 4.-j� mK tm saw mK OF 11"Mm P'�i A 4.. AOt w ■lit #pTt Llit 1a.LTTd.AAE ©ii1113FD *Jim SgINTmu u mm MOTE, liti m lint VAR D cm 00 my mom M m 131E TYPICAL LAWS ► ND EDGE LINE WMING 1-0 w MLN I M 40 c-c- " 101i,cpws - .MiAC t< Ulu �- rw,s 1MV9 t m an c u ■ ItT 11DE tfD1AYS ptT VIAlE3 YWY! •_ }fit w a 7ft LS C;- .. ItxAN inQTf lb— "M ttwM tnStit am a.w Aipw i C■i.1 It ,Trim ME a -004%T vita Mow tau am" L1E PAO* 0It 00, t{ tt,i 1mAS Tf Am%no w FA. an Ct m twS as Mr To x twS'a ww i ■ Un ti SM nut 19 ISMSµ M C* am a.it ME a slTE xa mA "it m — 1= ON at uu 9YSi M." C"SET raw PAtT.TI'MT am am a ■M F FA ca vim r >sy a wrt Sim y 50 tr ISMIT AT PAMD MT mm TYPICAL ISLAM MARKING =MS P+EIt 13 r In ME iTPE w Mll"a ■M N R LIE PA73 M ME I 7iC311G t 1E.i m .Mall tiva 0 w 74M an 6M did% W olamx am Y "NE 'law 7 a w 9,i-" mot Ir1.On ONE MiP s a an sf%CC t t aff" aF sts"iw OCItm 19 IN w St>1 mom 111 F1N" .a St. rw S.n a No .rt ■■ Wit iA ` m Puts ?w Safi. . t f tf Is m Comm l0v w a no ,➢L0 mot 1n syGl f t r!m mr-fl ■ CUMK G. at ■ Fmt"OATCFnit I s 30P nu, 710 owl M." arrmw f[TIU. r■ .. r SE >• tw ■■ Irw ■ e Sw s. UR Safi roe w UNN-01" tt,t A. tS, LTiE px i r 0019AQ >H m u twi*,K i,S"O," mu m w TaLOI uls m SERE PO glUEitr6 tat ifAtO SrifatA t> 1104 tat Q7 SAE t1Fi Y . K, 9A Z I t rMP w atim a 1a nr tt alwoo iME w RM ut %ANLM A tMOMM x Tft PAalt Oi T■■ afvfi SOU K LEM IDM IMtaw Elm Lift will SCllt Vtowun E MiK I MMQ M" IS imtmlt YAM Tkti R ftM A Y. Q00, Ts 20 r 000, JWMAL16 .tTt-rmit M tt m tML, AK wT mIN"n ' ■ TIEL. KCFCt6 • EOK$TaTM SPfOfI sLLI[STMIDt /t4 IF Ms WL .�,� 1. bee SIM 'A `r..a. oa ■sw WRIAM ill TYPICAL CROSSWALK MARIM �ARiryMi..�f.3�cFW !W . iri.ai i. $jMtW UWAM t iRWr` . s" ma r Was CA . as M . To SAT w? Ta■ =,Max d it wo .• etMSGtS1 111110E tm MOM M AO I" UMAM ZTM 1E0-161 LEFT TUFM LAZE fA a in tt" an" x FAA sm T it& PAINTED 11DIAN 11AIiKIW I. Qs'F tt 6. rPi mKMR to w� r x r aa'i if w s Qao'!� fr �sa CtA 1.Ct) CM ip KT{ r mL um l[n Zt r H ■0 Awtl 7tti. K mm. h MEA • 0i aI LIE s0.1U w . Y rt Qu $L ru w" tm aam v 0. amp x WiMN IV LM All Aamx at CF ~ -'Kl` owl= WUT KtfMa nt Oiil■ ISM ms e AIM - -Aft T"rx u" s7t mwn nm t" TYPICAL TUF N LAN£ MIXING MSIAX tPCS I MOGA■ jantwill=00=iff T t M in MID � Imm ISM RedgiTtMrol 7 r POP YY , wits MOO .IT[ PiaMm ElolMa 1 s o w "" silt rate. KAM" d'0 IN INTIMM I .l,a 4 91MRs lam "It 011 t,i SIM. L7 = wl to flame 4r EC WAS SIM AF.0 ells 0 [AILIM valm L1}0S0Eitysi �TMLA M g All SIM i, it tTDCt . a0 L" FEE "v aaLm QALOSMA T00 ITA f fY ,tlx .tTt • tFptt Ttuof - Lm Tw Fi=l tOt xAs a, lflom WPAM loll to ITrCrtl to Am ctm Apt n x■aa um It ittxi ill■ LM SPASM MAL . MOT USf WIN 1= a01 Y1T7 taus !Q fS�EA,N 1O dhT C{ K1i,nt Yt Ma lun4L N Eat AmAFla n 1M4" Siff nm PM USI TM Y a In AP.e ON%m RAB w In NOT = TTM & amma A.xm WA L wa t,anrr..a.rt I,ixtx IIPw.IL..AIli. r.+. PM■1. xts.MrQMM.fcsa TIf a/ M FO AE Opas LIE !i Tw" PM=1iCIFS.IIQ ti r�Qi?it4 E!!t tlSt f6 wlew 00 Y+. t. LO, td 0I.Y. 00 MY TO 141 M ON MIf 1 r CPT tit wtY T61rviS s0 Y7. $M Mt lime" Tom WA yl'+RaiT'.T ds a FU Go ,yy�rSSSSI r CO, C-C [ASS TWI a PW. DD w jt►. iMM1 t{ m IrtlS m,IN TO 10 A.fr K Iwr ]i w Clal Ct Oft= 7! rMf li Mls x OSSSSr tr. h MI.e1ro *w" "mm plPA maw or TtiouvrEimt VISTIUCT aw TYPICAL PA41AD1T u11a1m ECA& Mat _ pow K cW MITE vva Mum IT 'r," r- CWLKTM M>E WA, .�wwr 1� 1 rsr OF M M 3-ItOOL OW x sw 44 IF 28 Rm LAI( r W X STD x m Qi x TSE onlwU. FLAsm LIGHT - r � 3TAfCAR) TCAOOE 3 OMLRE rum am 00= maciOR€TfO FATE SW OM VOL STXLIYATMMq 40 YAP( FEFLECTCRZfID PinJQYES . �YAUEfili Tim WmD COOK • ` LCOMES MAY EE SURSTITiATTO FOR 6Ai4DLLDES DR ETMEali AT w THE 3FAGPMr. "m OAT WMTICNL COTES %= BE A 140M O' tTO to im FE1iiR. m on UE MG tjjM Tit -WI RW LJYt SIDE HAT OE SW UO,RREO AT A IAI=X MGM a L3 s 4% LSTEAN M3iV4 LWS FR.0 MOT BE iEURM OR ixAffBCM 01 MW IOR DLT O'mtlom ALL Ums VaL K u0RO0uwiwm- EJ LIETTFLT00LLB Ti3FORAMT FAIELETR YNKM TAPE BULL K Km TiROUIMOEIF TTE tLFA1iLAIA:4 AREA CF IADI TOW BAT MIEIE TIE LLOSTR TIME IS WATLR - TRAR TOIAR M DAIS - i. TIRE APK=TIOM ALSO ATLIC,T TRItM IM iS WK FV"FU D IR TTE MWT LAM M Am Tic lucm Im SAT 1S TO Kum wm um TTBs llCtti7Tl0L '1M w um wr RS m !OO x SOO tT1 x iU Afl IMM2R Sw x m MTT : iSM SRALI Kum S, MR omens SW.0 SIFFLLTEMT wxx UWX CWN L Fat LAME OLO6tAES. L L=Ti 7Kk VAMIORS UAT OI AO.W O TO FIT FETD LTAA7TTi0ML T FORE AT TTS 0 IEOERAm MOFi< AaiA RTRAFFIt LOFRIlOI AM PRO:TCTiOi AT iTlPll BATS ITO iE:MASM OkilE TO TEUFTIOT SWiL. K yi XUXD D1 TIE LOST SPECF= TWIC WMAX STMA N OM 1TF & • LAtE " TO TRN TIC TTFE 1 M u BARI m ON E 1 STEW m LIGHT ' Al doww o ars in slERF ws Oa1sO attar olARreiw MuwL (� OFKW TTTR STEADY UN UGiF RUM OiFEREr" OF TRAIiPCIITalm 0W TITM SIOM am omwx n.As" I*0= LOUTROL AND MIECIM tTUM l STE WTAX AT TUM BAn it* A" mm to vorm H TYPE I CR 11 OEOM SARRi ""N FLAS"Ltow XJL& NX a1�IFA x i! -A VAUU jww an . ..ma 30 mrs N AV swap «w,.wa :•*� ri) f= a rQ ■MID) M ullmm C s 4 our w .Nmf�w i R mM i qm j pN a� Orangs Orange CONE REFLECTORIZER CONE 75 mtm (3V oP FLEXIBLE DELINEATOR --s-r VERTICAL PANEL POST MOUNTED o o.. w n� c� M N , • aIE c m N — Ems... -•---T in F.4�-�Y .ftrF! rl c _ a 60t min. _ 16 1z,r ( 41 IWAWAYIff F soo min. thin. 124) TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE * Wcrning lights ill rsauiredt ® SaMiY CppprTmwn of Trenwsrtoston xo.i r_ pW MMi0Yf0 �� �" 450 min. ` (liil aor t00 150 (4-6) °' = 100-164 i4-6V y DRUM 300 7rSl2i � . F > 150 [61 150 451 c� am +• �24 't DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE GENERAL NOTES All heights shown shalt be measured above the pavement surface. All dimenslons are In Ar€illmeters (Inches) unless otherwise shown, PATE nevt.bo TRAFFIC CONTROL NS 4-1-06 Revised vertbarricade past mounted signs. anti_ DEVICES signs on tamp. supports. (Sheet t of 31 1-1-05 Added .to to work ttmi, slgnln and re-odded STANDARD 702001-06 Type i 6orrleads, �� �yPe A miigi�tiregtionoi #loshi�9 .rt 6 � S f Meta or t 15 in t5 i Vr 5 wood Post '�" 2. m i c�Lg m" iur�°h edge i vo Women n oft 9 to�� o !i eprBo$, t fit' or Phi, ba ,,, to tri® o�tetd0 # nts dime Cory or atlar. {one of the Pov edge t2a la t g f �+ or-"".. of of edqo 4�ptionII$nt S, U�R�S S A SIJJRS oPeCotio@ns8an snm tK Unen woro to$ dVm � ol.smth 4501' fta05 Ils'MRSS 50- fR4gv SLi7E SjW A"—- Xi x M16E`� 2ctat-y � azo- a2 Ltai`f+a36 tom, ati �o�ecis aza- Shi6 m1St orA, reAuOrem p to lditEs s 6,3011 32aa m ,��S1 O'11nodlanoe of FtoAp fok$Lso m is if 01 eaG be PtGged I Its. snO t+e der iob is Joe NSTRUGttaN 519ufitoss dna EN9 GO of th 2 lot, tissi muitl- tha 0h3-Uo m matt be utttized an within taye signDOO 5� �jt�G to $ �imeter s itnchssl dtm9nsfon gtog8 $figwn. Ay �1886 otha NUA'�p ?fto }c _ 1.5 m min. _ 1.2 m min. f4') c, f 15) 1 O y^ m 1 ES 14 TYPE A TYPE B. ROOF ROOF OR TRAILER MOUNTED MOUNTED ARROW BOARDS 2.4 m min. t8'} 79 E ry Et TYPE C TRAILER MOUNTED Lr- €J v TYPs A Set #6k All -2 t6i flasher yyj .�• a r ROAD CLOSED � ni nv frf '-.-..._..- 1 ROAD CLOSED T9 ALL TRAFFIC Reflectortzed striping may be omitted on the back side of the barricades. If a Type III barricade with an attached sign panel wh€ch meets NCHRP 350 Is not avcllobie, the sign may be mounted on an NCHRP 350 temporary sign support directly In front of the barricade. Soo d [ ►A 4241 i i k, m weep holes ......----- _.... ...--- gm� O 125'1 4A ,2t PLAN }w 45 t Face may be I i13�1 stopped or smooth L I t Traffic f f '^ Epoxy channels 9D f SECTION A -A mnn. e.wr.en , nr Fs4i.Ao tafim TYPICAL. APPLICATIONS OF TYPE III BARRICADES CLOSING A ROAD _ �1�-1raQaa_s 425`1 69mt i25'I 6�Dm� t200'1 t2OD'1 a I,5 m t25'I t5') 3tfJtfJtf} I I 1 TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS � x � 3OOmin. E E t121 0 0 Type A Rll-4 flasher y LpSW ROAD CL0$M3 TO To TM TRAFFIC TRRU TRAFFIC Pavement ROAD CLOSED TO THRu TRAFFIC ReflectorlZod striping sh0- appear on both sides of the barricades. If o Type III barricade with an attachad sign panes which meets NCtMP 350 is not available, the signs may be mounted on NCHRP 35D temporary sign supports directly In front of the barricade. signs All dimensions are In mlDlmeters (inches) un€ess otherwise shown. TRAFFIC CONTROL DEVICES (sheet 3 of 3) STANDARD 702001-06 Type -Ior type li a o a -.» barricades VA fro ID r (D' L BEN 0r ao-w w21-4{0l-46 � . a�sr For maintenance neon W20-110k-48 W21-Io1O)-48 For Wao-5{0)-48 0r Or W20-1€01-48 construction yaR�sas W2I-]110-48 SIGN SPACING Posted Speed Sign Spoclno 55 164 in (5001) 50-45 115 m 1350.) (45 1 60 m C2DQ') . ®l.�a.m a.varmenr or ism.cxte+im .rsae.rn �• once � orevtc« pro�w.l�Ks �� .ovaov�a �• xoo. SYMBOLS tArrow board O Cone. drum or barricade p Sign on portable or permanent support ® work area Barricade or drum with flashing tight Type III barricade with flashing lights 0 Flogger with traffic control sign. m Refer to SIGN SPACING TABLE for dlstonces. m Required for speeds ) 40 MPH 1) Use flogger sign only when flogoor is present. (4) For approved s€deroad closures. IS Cones at 8 m (251 centers for 75 m (2501. Addiflanal cones may be placed at 15 m £561 centers. When drums or Type I or Type II barrrcades are used, the lntarvol between dovlces may be doubled. 0 Cones, drums or barr€codas of 6 m 4201 centers In toper. (2) Repeat every 1.6 km {1 mllek. GENERAL NOTES This Standard is used where at onyt)me. day or night, any vehicle. equipment. workers or their activities encroach on the pavement requiring the closure of ane or more traffic lanes In an urban area. Calculate L as followst SPEED LIMIT FORMULAS TO km/h (40 mph) Motrlc (Englishl or less: L = W52 L50 L = wS2 Go 80 kh/h (45 mph) or greateri L - 0.65(W1CS) L = CIVICS) W = Width of offset In motors (feet). 5 = Normal posted speed km/h (mph). An dimensions are in millimeters (tnohesl unless otherwise shown. DATE REVISIONS URBAN LANE CLOSURE. 1-1-08 heplaced arrow board MULTILANE. 2W WITH r+h lane shift sign. MOUNTABLE MEDIAN dded natal 1-I-05 Added tangentdistance I (Sheet I of 2) to 2 lane closure taper. { STANDARD 701606-05 c� Vt24-Y\¢1\0i-AB i�Vo xx `sk.okOF2AV +�' '001-46 k tH y sa�eas 6 \e5s l30 mP�' x x W13-140\'ZAZa Or I 19 , P"d Sjt t Nil) ppxQ W21-4ia)-48 < 0 or W20-Ilol-4$ ROAD t 1>s„� FlALG£R Raw A* 4 Y720-4ip1^48 W2A-140)-as w m min, j One Y J no orse aD eratWn / / �TYpO 1 or TYPO }I barricade& J Jw/ayaj/JJlf- Typ�] TyP9 41 barvicodo8 _ 6 ® paAfl GLASEA aoAo � ( Qy 30 m max ` Cc45E0 (D ] =w L tucr'tz Ftow BEAD- aip)-46 Aw W8D`ai01` AKJZvanxYt21- W2A It01 ae R° enxo For or, motntananae pr A'an and utility WZA`tsa€-a8 W21-401-46 ROAD pr4}oath+ AHEAD YiZA'1lA)-aa For C*ntract Constructlan pro$eats GENERAL MOTES SyMBOL5 YABLE Thds Standard Is used -hare at any - SIGN 5PACit^)U= flj Refer to SIGN SPAGINU or niAhf. any vahir,�a, equip` 5]gn SPaa€t g. #ar distances. tFms, day r their agtivittas Pasted Speed 164 m i60, _ Work area mant, workers a ' S5 atderaod alasures. enaroactx on the Pgvemant reau€r n9 5a�5 Sq For approvod 6S3 m {2AA'3 drum or borricada o araf€ans) the closure of one traffic lane o p Cdna, rye p]daed Urban area. @ Cones at ti m S25') centers far m y ca5 root reoulred for mnving p 125t1') Addiitonal canes maY Type 1 ar50 C drums ar All dimensions are in mfulmete] s cinches) Sign on port or Pormnnant SUPparfi Used. the Interval be devices gnldsS alhorwI50 6ha41n' may Pe doubled. _ � � CLOSURE, Flogger with traftle control sign ❑ATE REVISIONS I ] jrsBAN Cones, drums er bnrr€codas at Uii�S 2w, UNDIVIDED Earrtaade or drug" -)tn ftasntng light � 5 m i2A'1 centers. t-L-a6 Added nPte � � ""'--�� G�1 q- TYpe 111 barrlcade with flashing s9hta 1-1`05 p6ietad FLAMER SYMWL RD ' 015j()1-04 d- emplaned ] STANDARD saaan sign and rep € ® pe:wu paper�manv or rruurcr 1t flaaoers. t9Pi1La9 . pSFrEER 0 �RA� 1. _--.260iY HgROYFA �s Or rl.+ec[n NO Q mVcln 11Ef0 W21-1110107-46 W20-1101-48 W2O-I103-48 Or W2]--48 Dr Wfm 48 1Y2� 07 x 0 amm....................W1-70(-48 2p- la3(07-,...... c= c� b LEFT TURN LANE OR (,ENTER MEDIAN OPERATIONS SIGN SPACING posted Speed Sign Spacing 55 €64 m (5007 50-45 115 m (350'1 (45 60 m (2001 ® Ir�aaea }lapartnenf or Troneporrorlan ireflasra � 2aQ� uvearco- �°'""r i lam m Refer to SIGN SPACING TABLE for distance. ® Required for speed ? 40 mph. ® Cones of 8 m (251 centers for 75 m (250% Additional cones may be placed at 15 m (501) centers. When drums or Type I or Type It barricades are used, the Interval between devices may be doubled. 0 Use flogger sign only when flogger Is present. (rj) Omit this sign when median Is less than 3 in (101 or for bl-directional turn lanes. (D Cones, drums or barricades of 6 m 4201 centers In taper. SYMBOLS ® Work area 0 Cone, drum or barricade Sign on portable or permanent support 1001111- Arrow board Borr€cane or drum with flashing light • Flogger with trofflc control sign W21-1110101-48 W20-1101-AS €J! SHOULDER Or &,,OPERATIONS Type I or W2l-€a[O>-4a Type II barrlcodo (D i W CORNER ISLAND __ OPERATIONS 0 0 .r a a � c O � Or W20-1101-48 Li W21-ItIO(01-48 W2i-IcJO)-48 �� yg r W20-5(0)-48 prxpFK ROAQ W \�9.N\5T`RIIC//1Nlh fa¢i.Q >•HEIa W20-I(0)-48 for W21-4(0)-48 for contract maintenance construction and utility projects projects ApN r ¢o w20-1(0)-48 Or eow xaeK Ar[.!p W21-4(0 -48 l DATE REVISIONS 1-1-08 Added note (6) 1-1-05 Deleted FLACCER SYMBOL suns and reposlt€tined__ ftc;er. GENERAL NOTES This Standard Is used where at anytime, day or night, any vehicle, equipmenf, workers or their ootlylties encroach on the pavement during shoulder operations or where construction requires Lane closures In on urban area. Calculate L as fo(lows: SPEED LIMIT FORMULAS TO km/h (40 mph) Metric €English) or less: = Ws2 L ISO AS L 50 80 kh/h (45 mph) or greater! L = 0.651W7(S) L = (WI(S) W s Wldth of offset in meters (feet). S = Normal posted speed km/h Imphl. All dimensions are In millimeters (Inches) unless otherwise shown, URBAN LANE CLOSURE. MULTILANE INTERSECTION STANDARD 701701-05 aIg a!E SYMBOLS Work area Sign on portable or permanent support Barricade or drum Cone, drum or barricade Type 19 barricade ® ]tWe9� IIeportment of lra�spxtetlon ' uy�,p aa.,W. c eaoo Or wORK AHEAD F_j Rlt-UOZ-243o [ I E 1 a - -- =>3 m N61 SpaaEriq� —___— AV / 1� \ W20-HO1-48 for�_W oontroct :1111fll&Wconstruction CLOR11-1101-2418 RII-1102-2430 W21-4101-48 far maintenance and utility projects CORNER CLOSURE Safety Fence 11 _J1 8 m (251 Spacing 1 p H O� D � � � m t14'I Spacing SIDEWALK Orange Safety Fence CLOSED ROAD 1112040-48 for RI1-I101-2418 contract AHEH5ADDTIO construction projects Or LEFT R4-7b-I824 RDAO W21-4E01-48 for WORK maintenance AHEAD and utility projects MID -BLOCK CLOSURE R11-TI02-2430 +ill 510EWALK CLOSED RiR10 R3-1-2424 7 J barricade (See Canard Notesl E ® ROAD CLOSED AREAO R3-2-2424 w20-3i01-48 CROSSWALK CLOSURE * May be used when applicable 510EWAL% CLOSED I[2 OT�4 smc RII-1102-243D all€ Omit whenever duplicated by road work traffic control. DATE REVISIONS 1-1-OD Revised Standard Title and KEEP LEFT slan number. 1-1-99 Revised barricade or drum svmbel. GENERAL DOTES Where. at any time, pedestrian traffic must be rerouted due to work being performed. The SIDEWALK CLOSED / USE OTHER SIDE sign shoif be placed at the nearest crosswalk or intersection to each and of the closure. Where the closure occurs of a corner. the signs shall be Proofed on the Corners across the street from the closure. The SIDEWALK CLOSED signs shall be used at the ends of the actual closures. Type #1 barrlcodes and R11-2-4830 signs shall be positioned as shown In "ROAD CLOSED TO ALL TRAFFIC" detail on Standard 702001. All dimensions are In m111tmoters linchesl unisas otherwise shown. LANE CLOSURE MULTILANE 1W OR 2W CROSSWALK OR SIDEWALK CLOSURE STANDARD 701801-03 �-dV ll,-, STi jr- 7WYFS, 0 <crivtcPDE PARI, FL PK `T 4Z FL 0 CLM01-1 PL PAP APY FL LL, ST L.:�iM- "Pe, [KPT1-'1EU HAPMIIII A CLOO'.AL !4 ST 6, CENTRi IT CENT L ST ENTFI, L ST 0 r P, 5- H. 'f AGaPtJ ST UNC L1q ST L COLM SL U, ILI > > COL AX 9 ST F.AW ;T ST 2 FL < PA L . 4 S1 ST W SIrtGSOw 51 zi 6 < UNWEMVft ME 31 h L CHURCH 17 Sr' GR ST. cj Lj -S7 L1%r.E:;T it -T C 01) A ME I < t,E.ircrEg ISST F -P LIN T WILC f. Q.F.EUREAF ST 5 U Lcsr C' j I za IT� 7x TA ITIC-V r4 5T OPI . ...... ... ±iONROE S1 D P.59A PL I 10 S1 RD KEY soLIT H Ell 11J�t Sc"11*1 AH VL%,U Om:T�—rl U FL A Apot4 ST TER 0 STU c� x J" RD TEO C 'SE PL City of Evanston Fiber Network Booklet City of Evanston Geographir informallon System Division wmw Evanston Conduit emm NU Conduit 1,100 ( Feet ,2jL I Fvaosion;3x5 PntJIRd ocT -I E;. ACW CITY OF FVANSTON BID FORM SECTION 20300 20II RE, SURFACING OF VARIOUS ME (11-00260-00-RS) Bid Ntunber: 11-58 1.01 BID TO: THE CITY OF EVANSTON 2100 Ridge Avenue — Room 4200 Evanston, Illinois 60201 hereafter called "ONVNER'. 1.02 BID FROM: (Hereinafter call "BIDDER') Address: ®. box $ 31 1 14wil it, i 111 60142 Teleolnone Number: 515-- 9 2 3- Q 3 b® Fax Number: U5 - 9 Z3 - 4 3,b9 1.03 ACKNOWLEDGEMENT: A. The Bidder, in compliance with the Invitation for Bids, having carefully examined the Drawings and Project Manual with related documents and having visited the site of the proposed Work, and being familiar with all of the existing conditions and li ikationns surrounding tine constructioan ofthe proposed project, including the structure of the ground, subsurface conditions, the obstacles which may be encountered, local restrictions, and all other relevant matters concerning the Work to be performed, !Hereby PROPOSE to perfoninn everything required to be perfonned, and to provide all labor, materials, necessary tools and equipment, expendable equipment, all applicable permits and taxes and fees, and provide all utility and transportation services necessary to perform and complete inn a workmanlike, €namHer the Project in accordapce with all the plans, specifications and related Contract Documents as prepared by the City of Evanston. B. The undersigned hereby achowledges receipt of Invitation of Bids, Instruction to Bidders, General Conditions, Drawings, other Contract Doewnents and aelanowledges receipt ofthe following Addenda: Addendum No. Dated Addendum No. Dated Addendum No. mated Addendum No. Dated 1.05 GENERAL STATEMENT'S A. The undersigned has checked all of the figures contained in this bid and further understands that the Owner will not be responsible for any errors or omissions made therein by the undersigned. 8. It is understood that the right is reserved by the Owner to reject any or all bids, to waive all informality in connection therewith and to award a Contract for any part of the «cork or the Project as a whole. C. The undersigned declares that the person(s) signing this bid islare fully authorized to sign on behalf of tine named firrrt and to fully bind the named firm to all the conditions and provisions thereof. D. It is agreed that no persons) or company other than the firm listed below or as otherwise indicated hereinafter has array interest whatsoever in this bid or the Contract that may be entered into as a result thereof, and that in all respects the bid is legal and fair, submitted in goad faith, without collusion or fraud. E. it is agreed that the undersigned has complied and/or will comply with all requirements concerning licensing and with all other local, state and national laws, and that no legal requirement has been or will be violated in making or accepting this bid, in awarding the Contract to him, and/or in the prosecution of the, Work required thereunder. ' F. To be considered a bona tide offer, this bid must be completed in full and accompanied by a bid deposit or a bid bond when required by Contract Documents or Addenda. 1.05 ALTE11VATES A. When alternate bids are required by Contract Documents orAddenda thereto, the undersigned proposes to perform alternates for herein stated additions to or deductions frora the stated Based Bid. Additions and deductions include all modifications of Work or additional Work that the undersigned may be required to perform by reason of the acceptance of alternates. 1.07 AGREEMENT A. By submitting this Bid, the undersigned agrees: i. To hold this Bid open for sixty (60) days from subrr-AMI date. 2. To enter into and execute a Contract with the Owner within fourteen (14) days after receiving Notice of Award from the Otmer. 3. To accomplisb the work in accordance with the General Conditions 4. To complete the work by the time stipulated in the General Conditions. B. The Owner reserves the right to reject any and all Bids and to waive any formalities in Bidding. 1.05 SCHEDULE A. See General Conditions for required schedule of completion dates. 1.09 PROPOSED PRICES A. Tine Bidder hereby proposes to furnish all labor, materials, equipment; transportation, and facilities necessary to complete, in a workrmn&-o manner and in accordance with the contract documents, the contract ofwork.bid upon herein for compensation in accordance with the following price: BASE BID AMOUNT: $ 69 3, g&s . 9 b (SEE BID SCHEDULE FOR UNIT PRICE B) DS) 1.10 UNIT PRICING LIST The undersigned submits the attached UNIT PRiCINO LIST (Attachment A.) to be performed as shown on the Plans and described in the Specifications, aid agrees that items of work not specifically mentioned in the Schedule which arc necessary and required to complete the wort: intended shall be done incidental to and as part of the work for which a unit price is given, and understands that no additional payment will be made for such incidental work. Uoitprices for iudividual line items shall be used for the project's schedule of values, pay applications and will also be used to determine the amount to ADD TO or DEDUCT FROK the contract LUMP SUM PRICE for properly authorized additional or deducted «pork. In the event of a change to the contract the contractor shall be -limited to markup percentages as indicated in Section 01028, 1.05, A. Bidders shall examine plans and determine actual work: items and quantities for the work involved for bid analysis by the Otvxner. r��•�' t� j-� �:�:. .Y. ;�� r��jnlft_' uanfl •}.;•'� ��� tG.`aSt;.:,. x'�ri�d+;�,£��,•�� •. :•,i>:e ,: 4•.�':: r�-':. .:fY... �.�°f�'• .. .`�i •- ,. c.Q ;.1"�� :^. SRE .A TTA,.CHT4'.#:EW "A" 1.11 BID SECURITY Accompanying this bid is a bask drat}, bid bond, Cashier's check or Certified check as surety in the amount of not less than five percent (51/o) of the Total Bid payable to the City of Evanston. The amount of the check or draft is: S ? t 0'.• zr� If this bid is accepted and the undersigned shall fail to execute a contract and contract bond as required it is hereby agreed that the amount of the check or draft or bidder's bond substituted in lieu thereof, shall become the prop arty of the City and shall be considered as payment of damages due to delay and other causes suffered by the City because of the failure to execute said contract and contract bond; otherwise said check or draft shall be returned to the undersigned. ATTACH BANW, DRAT+T, BANK CASIUERIS CHECK OR CXRT=D CHECK MRE In the event that one check or draft is intended to cover two or more bids, the amount must be equal to the sum of the bid guarantees of the individual sections covered. If the check- or draft is placed on another bid, state b elow where it may be found, as follows: The check or draft evill be found in the bid for: N (Name of Project) (Project Number) 1.12 PERFORTt4ANCE/PAYMENT BOND The undersigned bidder agrees to provide Performance Bond and Payiment Bond endorsed by interested parties such as the Surety Association of America, the American institute of Architects (AIA farm A312), or fire Associated General Contractors of America or acceptable to the Owner written with in the amount of IOGW, of the Contract Sum (Total Base Bid and all accepted alternatives and adjustments), the cost of which is included in the Bid. Cost of bond for change order is percent of change order cost. 1.13 LIQUIDATED DAMAGES The a idersigned Bidder understands and agrees to the provision stated under "LIQUIDATED DAMAGES" in the General conditions and shall be assessed at the specified daily rate for each calendar day or partial calendar day until completion as defined herein. 1,14 MATERIAL SUBSTITUTION SHEET The following is a schedule ofsubstitute materials I propose to furnish on this job, unto the difference in price being added to or deducted from the Base, Bid. The Base Bid is understood to include only those iterns %vhieb are definitely specified by trade names or otherwise. I understand that if no price difference is indicated, then the selection of materials is optional with the Owner, and approval or rejection of the substitution below Nvill be indicated prior to signing of Contracts. PRODUCT NAME ANDIOR MANUFACTURER ' ADD DEDUCT 1.15 DISCLOSURE OF OWNERSHM INTERESTS (SEE ATTACHMENT B) A. The undersigned duly sown deposes and says on oath that the bidder bas witbheld no disclosures of ov mership interest and the information provided herein to the best of its knowledge is current and said undersigned has not entered into any agreement with any other bidder or prospective biddez or with any other person, fzrm or corporation relating to the price named in said bid or any other bid, nor any agreement or arrangement under which any persons, firms or corporation is to refrain from bidding, nor any agreement or arrangement for any act or omission in restraint of free competition among bidders and has not disclosed to any person, firm or corporation the terms of this bid or the price named herein. The Bidden must complete the Disclosure of Ownership Interests form attached hereto as Attachment B. 1.16 BID SIGNATORE (REQUIRED) A. MLE PROPRIETOR Signature SUBSCRIBED AND SWORN to Q, a 's 1 day of m A..cti , 20 el I N�tary Pu c " OFFICIAL SEAL LEEN J STRANG ssion Expires: i `� �inTARy pU C - STATE OF ILLINOIS My COMMISSI N EXPIRES;05118114 D, PARTNERSHIP Signature of All Partners: Name above (typed or printed) Name above (typed or printad) Name above (typed or printed) SUBSCRIBED AND SWORN to before me this day of 120 Notary Public Commission. Expires: C. CORPORATION Signature of Authorized Official: Title. Name above (typed or printed): ! ,�— �� �r ,i b t� (I£ other than the president, attach a certified copy of that section of Corporate by-laws or other authorization by the Corporation which permits the person to execute the offer for the Corporation.) (Corporate Seal) Attest: Secretary SUBSCRIBED AND SWORN to before me this 1 day of 1 20�� ,aasa�� Na ry Public 4 Ot= iCIAL SEAL � 1� Commission Expires: r KATHLEEN J STRANG NOTARY PUBLfC -STAi F OF lLLINC)IS 1. i7 RB BRB ICES MY COMMISSION I XPIRES:05118l14 A. Provide three (3) references far which your fum has completed work of a similar scope in the past tNvo years in the State of Minois. 1. Name: -Se-e- A144eld Address; Contact Person.: Phone,• Contract Value: Contract Dates: 2. Name : Address: Contact Person: Phone., Contract Value: Contract Dates: 3. Name, Address: Contact Person: phone: Contract Value: Contract Dates: CERTWICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNM (Only if Contract Exceeds $10,000) INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F.R. 12319-25). The implemanting rules and regulations provide that anybidder or prospective cozntraetor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted. CEIRTMCATION OF BIDDER. Name and Address of Bidder (Include ZIP Code) 6Arce,&,r kp�,.i4 Se-.r viczs , Tara c . P9 a Box 31 --- -- ----- - - - -- - - - v n+ lr-1 t D S IRS Eh,2LOYTR l,D. NMPER: 36- 18 So S_'7 4,,� 1. Bidder has participatcd in a previous contract or subcontract subject to the Equal Opportunity Clause. Yes No 2. Bidder has filed all compliance reports dine under applicable instructions. Yes No 3. Have you ever been. or are you being considered for sanction due to violation of Executive Order 11246, as amended? —Yes _%LNo Name: 2 w 3j.' L" , "-- Title: Signature:' Date: y I Of nsportation IRETURN WITH DID Schedule of Prices Route VARIOUS County COOK Local Agency CITY OF EVANSTON Section 11 » 00260 -00 - RS (For complete information covering these Items, see plans and sDecifiaations) Item No. 1 Temporary Fence 2 Tree Trunk Protection 3 Earth Saw Cuts of Tree Roots (Root Prunning) 4 Thermoplastic Pavement Marking-Le€tors and Symbols 5 Thermoplastic Pavement Marking Linea' Thermoplastic Pavement harking Line-6' Thermoplastic Pavement Narking Line-12' Thermoplastic Pavement Narking Line-24' Earth Excavatlon Trench Bacuil Granular Backfrll Furnishing and Placing Topsoil, 3' Sodd'rnq, Salt Tolerant Sub -Bass Granular Material, Type B ETamporary Use) Aggregate Base Course, Type B, 4' Aggregate Base Course, Type S, 6' HES PCC Base Course Widening, 9' Bituminous Material (Prime Coat) Aggregate (Prime Coal) Mixture for Cracks, Joints and Flangeways Leveling Binder, (Mach Meth) N50 (IL 9.5mm) Hof -Mix Asphalt Surface Course, Mix'0', N5001- 9.5mm) Hot -Mix Asphalt Surface Course, Mix'€", N50(1L 9.5mm) incidental Hot�mlx Asphalt Surfacing PCC Driveway Pavement, 6' PCC Driveway Pavement, 8' PCC Sidewalk, 5' Hot -Mix Asphalt Surface Removal (Varlable Deplh) Pavement Removal Driveway Pavement Removal Curb Removal Combfn ation Curb and Gutter Removal Sidewalk Removal Class B Patches, Special, 9' (HES) Class D Patches, Special, 9' Fiberglass FabriaRepalrSystem Storm Sewers, 8% Special (DIP, Cf, 60) Storm Sawers,10', Special (DIP, Cf. 50) 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Items Unit Unit Quantity Foot 2,495 -Price r CIO Each 3 �f7.00 Foot 2,015 I 3 . S o Sq.Ft, 144 I '�,. gS Foot 175 n . r' Foot 2,930 1.0-A Foot 140 `J - o 4 Foot 665 G! ,. 0S Cu.Yd. 35�. oG> Cu,Yd. 43 `3 G o Tort 27 .n° Sq.Yd. 1,960 1 . Sq.Yd. 1,960 Cu.Yd, 18 2/0 • 0(} Sq.Yd.. 440 ik"?- Sq.Yd. 120 ( , �S Sq.Yd, 105 Gal. 4,575i�ly Ton 90 60 Ton 11 oa • &t > Ton 1,236 -71 pp Ton 1,415 % . dL� Ton 536 "711ae-'> Ton 17D,00 Sq.Yd. 245 IFS Sq,Yd. 30 Sq.Ft. 5,370 Sq.Yd. 22,730 S" Sq.Yd. 182 9,090 Sq.Yd. 400 J od Foot 3,925 , C70 Fool 78D f o .O0 Sq.Ft. 6,295 J. ->-5 Sq.Yd. 240 - {O.3D �rp- Sq,Yd. 285 OD Foot 114 Foot 10 1��00 Page Total (To be carried forward to Paste 2) Printed 1212012010 BLR 12222 (Rey, 04101109) Item No. 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 Schedule of Prices Route VARIOUS County GOOK Local Agency CITY OF EVANSTON Section 11- 00260 - 00 - RS IRETURN WITH Bib (For complete information covering these items, see plans and s?ecilications) Unit Items unit I QuantitY Price Catch Basins, Type A, 4' 01a., Type 1 Frame, Open Lid Each I 1 S o • 0C) Inlets, Tyoe A, Type 1 Frame, Open Lfd (36` Depth) High Capacity Inlets, Type Mi6 Grate(Vanel, EJIW 705 Catch Basins To Be Adiusled Manholes To Be Adiuslad Manholes To Be Reconstructed Inlets To Be Adjusted Valve Vaults To Be Adjusted Valve Vaults To Be Reconstructed Valve Boxes To Be Adjusted Frames and Lids, Type-1, Open Lid Frames and Lids, Type-1, Closed Ltd Removing Catch Basins Removing Inlets Filling Catch Basins Concrete Curb, Type B (AEP-Modified) Comb. Cone. C&G Type 86.12 fAEP-Modified) Deteclable Warnings Brick Pavers Removal and Replacement Street Sweeping Supplemental Watering Pavement Marking Tape, Type 1 . Construction Layout Traffic Control and Protection Each 3 1, r 3d-- - Each 2 7, 31(a -00 -• Each a p(r, ao Each 32I Each a Each 1 =L Is's va Each 8 '; ) 0, p1' Each 4 t, 0,;X C) , c1b Each 14 ��S5.n" I Each 2 Qf� , 00 I Each 25 _-- 0A . pry Each 2 D04.00 Each 1 •"D Each 1 �0'-1 Off_ oa Foot 2,315.35 j Foot 2,390 . A 35 Sg,Ft. 925 I 4S Sq.1=t. 490 14 . Q 0 Each 8 44D.00 Unit 89 Jjo.90 Foot 610 3. Suer 1 . Ga . 1Lump 1-unnp Surr 1 �r?O n00 . CA�' Carried forward from wage 1 Bidder's Proposal for making Entire Improvements Total GO l�Sj• oa t f_ -0 rx� OQ 57 0 , ob --Litl.00, co ag,00 4� I6�. moo 7 07 iv, sa S�'%C3, oc7 a 2. 30, __. 0 0 • I (goo. roq 5 11m 13, The undersigned further agrees that If awarded the contract for the sections contained in the following combinations, he will perform the work In accordance with the requirements of each individual proposal for the multiple bid specified In the schedule below. Combination letter } Schedule for multiple Bids Sections included In Combination } Total Pdnled IV,2012010 SLR 12222 (R&e , 0001109) �TACHM ,p Jl i A DISCLOSURE OF OWNERSHIP INTERESTS City of Evanston. Ordinance 15-0-78 requires all persons (APPLICANT) seeping to do business with the City to provide the following information with their proposal. Eveiy question must be answered, Tithe question is not applicable, answer with "NA". APPLICANTNAIB: Gre, �'4 ,dam APPLICANT ADDRESS: TELEPHONE NUMBER: FAX NTi,T1\0ER: APPLICANT is (Cheek One) Pj/ F! s -12 3 -g38,6 P s � 7Z -3wLJ,39-1 1, Corporation 2. Partnership() 3. Sole Owner ( ) 4. Association() 5. Other( ) Please answer the following questions on a separate attached sheet if necessary. SECTION I - CORPORATION, Ia. Names and addresses of all Officers and Directors of Corporation. �Pr+ JU�rr6Ci� Ib. (Answer only if corporation has 33 or mare s.hareholders.) Names and addresses of all those shareholders owning shares equal to or in excess of 3 % ofthe proportionate ownership interest and the percentage of shareholder interest. (Note: Corporations which submit S.L. C. form I OK may substitute that scat Ltor tI material required herein.) lc, (Answer only if corporation has fewer than 33 shareholders.) Names and addresses of all shareholders and percentage of interest of each herein. (Note: Corporations which submit S.E.C. fort I OK may substitute that statement for the material requester) herein.) SECTION 2 - PARTNERSHIP/ASSOCIATIONIJOiNT VENTURE 2a. The name, address, and percentage of interest of each partner whose interests therein, whether limited or general, is equal to or in excess of 3%. 2b. Associations: The name and address of all officers, directors, and other members with 3% or greater interest. SECTION 3 - TRUSTS 3a. Trust number and institution. 3b. Name and address of trustee or estate administrator. 3c. Trust or estate beneficiaries: Name, address, and percentage of interest in total entity. SECTION 4 - ALL APPLICANTS - ADDITIONAL DISCLOSURE. 4a. Specify which, if any, interests disclosed in Section 1,2, or 3 are being held by an agent or nominee, and give the name and address of principal. 4b. If any interest named in Section 1,2, or 3 is being held by a "holding" corporation or other "holding'entity not an individual, state the tames and addresses of all parties holding more than a 3% interest in that "holding" corporation or entity as required in I(a),1(b),1(c), 2(a), and 2(b). 4c, if "constructive control" of any interest named in Sections 1,2, 3, or 4 is held by another party, give name and address of party with constructive control. ("Constructive control" refers to control established throughvotingtrusts, proxies, or special terms of ventu.reofpartnership agreements.) 1 have not withheld disclosure, of any interest known to nee. Info ation provided is ac�and current. Date Signature of Person Preparing State�.scr�t Title Q7FFUAL SEAL , KATJ STP,4,NG � NOTARY PTATE OF l _LINOISMY COMIEXPIRES:45fi8f�4 SCHEDULE C: Affidavit of Joint Venture (MBE/WBE/EBE) This form need not be submitted if all joint venturers are MBEs, WBEs and/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 or WBE partner must submit a copy of their current Certification Letter. EBE status will be verified by the City of Evanston. All information requested by this Schedule must be answered in the spaces provided. Do not refer to your joint venture agreement except to expand on answers provided on this form. If additional space is required additional streets may be attached. Please note: the City of Evanston references 49 CFR Part 26 to evaluate compliance with the provisions of Schedule C: Affidavit of Joint Venture (MBE/WBE/EBE). Name of joint venture: Address of joint venture: Phone number of joint venture: H. Identify each MBEr"E/EBE joint venture partner(s) Name of Firm: Address: Phone: Contact person for matters concerning MBE/WBE compliance: III. Identify each non-MBEf WBE/EBE joint venture partner(s) Name of Firm: Address: Phone: Contact person for matters concerning MBE/WBE compliance: Describe the role(s) of the MBE, WBE and/or EBE partners) in the ioint venture IV. Attach a copy of the joint venture (JV) agreement. The JV agreement shall comply with 49 CFR Part 26 Section 26.55, Provision (b). In order to demonstrate the MBE, WBE or EBE joint venture partner's share in the ownership, control, and management responsibilities, and the partner's risks and profits of the joint venture, the proposed joint venture agreement must include specific details related to: (1) the contributions of capital and equipment; (2) work items to be performed by the MBE/WBE/EBE's own forces; (3) work items to be performed under the supervision of the MBE/WBE/EBE joint venture partner; and (4) the conirriftment of management, supervisory and operative personnel employed by the MBEIWBE/EBE to be dedicated to the performance of the project. V. Ownership of the Joint Venture What are the percentage(s) of MBE/WBE/EBE ownership of the joint venture? MBE/WBE/EBE ownership percentage(s) Non-MBEIWBE/EBE ownership percentage(s) MMEBE Specification 12-08.10 A. Specify MBE/WBE/EBE percentages for each of the following (provide narrative descriptions and other detail as applicable): 1. Profit and loss sharing: 2. Capital contributions: a. Dollar amounts of initial contribution: b. Dollar amounts of anticipated on -going contributions: 3. Contributions of equipment (Specify types, quality and quantities of equipment to be provided by each joint venture partner: 4. Other applicable ownership interests, including ownership options or other agreements which restrict or limit ownership and/or control: S. Provide copies of all written agreements between joint venture partners concerning this proj ect. 6. Identify each current City of Evanston contract, and each contract completed during the past two years by a joint venture of two or more firms participating in this joint venture: VI. Control of and Participation in the Joint Venture Identify by name and firm those individuals who are, or will be responsible for, and have the authority to engage in the following management functions and policy decisions. Indicate any limitations to their authority such as dollar limits and co -signatory requirements: A. Joint venture check signing: MMEBE specification 12-08-10 B. Authority to enter contracts on behalf of the joint venture: C. Signing, co-signing and/or collateralizing loans: Acquisition of lines of credit: D. Acquisition and indemnification of payment and performance bonds: E. Negotiating and signing labor agreements: F. Management of contract performance. (Identify by name and firm only): 1. Supervision of field operations: 2. Major purchases: I Estimating: 4. Engineering: MfW/FBESpecification 12-08-10 VII. Financial Controls of Joint Venture A. Which firm and/or individual will be responsible for keeping the books of account? B. Identify the "managing partner," if any, and describe the means and measure of their compensation: C. What authority does each joint venture partner have to commit or obligate the other to insurance and bonding companies, financing institutions, suppliers, subcontractors, and/or other parties participating in the performance of this contract or the work of this project? VIII. State the approximate number of operative personnel (by trade) needed to perform the joint venture partner's work under this contract. Indicate whether they will be employees of the non-MBE/WBE/EBE firm, the MBE/WBE/EBE firm, or the joint venture Trade an-MBE/WBE/EBE Firm (number) VIBE/WBEIEBE oint Venture (number) (number) If any personnel proposed for this project will be employees of the joint venture: A. Are aM proposed joint venture employees currently employed by either partner? Currently employed by non-MBE/WBE/EBE (number) employed by MBE/WBE/EBE B. Identify by name and firm the individual who will be responsible for hiring joint venture employees: M/W/EBE Specification 12-08-10 C. Which partner will be responsible for the preparation of joint venture payrolls: IX. Please state any material facts or additional information pertinent to the control and structure of this joint venture The undersigned affirm that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operations of named joint venture and the intended participation of each partner in the undertaking. Further, the undersigned covenants and agrees to provide to the City of Evanston current, complete and accurate information regarding actual joint venture work and the payment therefor, and any proposed changes in any provision of the joint venture agreement, and to permit the audit and examination of the books, records and files of the joint venture, or those of each partner pertaining to the joint venture by authorized representatives of the City of Evanston. MMEBE Specification 12-08-10 Any material misrepresentation will be grounds for terminating any contract that may be awarded and for initiating action under federal and state laws regarding false statements. Note: If after filing this Schedule C and before the completion of the joint venture's work on the project, there is any change in the information submitted, the joint venture must submit a revised version of this document to the City of Evanston either directly, or through the prime contractor if the joint venture is a subcontractor. On this Name of MBE/WBE/EBE Partner Firm Signature of Aff ant Name and Title of Aff ant Jute day of Name of non-MBE/WBE/EBE Partner Finn Signature of Affiant Name and Title of Affiant Date , 20 , the above signed officers (names of afliants) personally appeared and known to me, are the persons described in the foregoing Affidavit, who acknowledged that they executed the same in the capacity herein above stated and for the purpose herein above contained. IN 'WITNESS WHEREOF, I hereunto set my hand and seal. Signature of Wary Public (SEAL,) Commission Expires: MMEBE Specification 12-08-10 Schedule of Additional M/W/EBE Subcontractors Project Description: Specification Number. I do hereby certify that; (Name of M/W/CBI✓ Firm)intends to participate as a Subcontractor on the project known as (Type of Work) This firm is a: (Check Only One) Minority Business Enterprise (MBE), a firm that is at least 51 %, managed and controlled by a Minority. Women's Business Enterprise (WBE), a firm that is at least 51%, managed and controlled by a Woman. _- Evanston Business Enterprise (EBE), a firm located in Evanston for a minimum one year and which performs a "commercially useful function." Address of M/W/EBE Contact Person Phone No. Dollar Amount of Participation Percent Amount of Participation [use additional sheets as necessary and attach to affidavit MAV/EBS Specification 12-08-10 Letter of Intent from M/W/EBE to Perform as a Subcontractor, Supplier, and/or Consultant and Affirmation of NM/ERE Status Project Description: Specification Number: From: (Name of MIW/EBE Firm.) To: (Name of Bidder/Proposer/Prime Contractor) (Name ofM/W/EBE Farm.) and the City of Evanston: intends to participate as a Subcontractor on the project known as (Project Description) This firm is a: (Check Only One) Minority Business Enterprise (MBE), a firm that is at least 51 %, managed and controlled by a Minority. Women's Business Enterprise (WBE), a firm that is at least 51%, managed and controlled by a Woman. Evanston Business Enterprise (EBE), a firm located in Evanston for a minimum one year and which performs a "commercially useful function." Conies of all MBE or WBE certifications have been attached.. The undersigned is prepared to provide the following described services or supply the following described goods in connection with the above named project/contract: The above described performance is offered for the following price and described terms of payment: The undersigned will enter into a formal written agreement for the above work with you as a prime contractor, conditioned upon your execution of a written contract with the City of Evanston, and will do so within (3) three working days of receipt of a signed contract fi•om the City of Evanston. Signed: Date: (Signature of Owner, President, authorized agent of M/W/EBE) Name/Title Phone No. MMEBE Speci icatson 12-08-10 Affidavit of MAY/EBE Goal Implementation Plan Project Description - specification Number: 001340- 00 - PIS II hereby declare and jaffu�-n that I am the duly authorized representative of: -�V�roO¢c�@.� f°C�G�{-.ua��i?C4�l.BS��onc.• (Name of Bidder/Proposer) and that I have authority to execute this affidavit on behalf of this firm, I have personally reviewed the material and facts set forth herein describing our proposed plan to achieve the MAWEBE goals of this contract. Copies of all MBE or WBE certifications have been attached. Neither this firm nor its partners, directors and/or officers have a controlling interest, a conflict of interest, or any authority to control the activities of the scheduled MAWEBE fv-n(s). I do hereby certify that: intends to participate as a Subcontractor Orr the (Name of M/W'/EBE Finn) project knovni as Gd7ynGCe.k-9.. (` ype Of V ork) A%xe..' Y— Gnwae Address ofM/W/EBE I (,e. Co,,R e co• Contact Person �;)R 0 00 Phone No. s 114 7, D..I(.,,. zs Dollar Amount of Participation �I.�)' % Percent Amount of Participation Further, this fbmi is a: (Check Only (one) __X Minority Business Enterprise (MBE), a lima that is at least 51%, managed and controlled by a Minority. Women's Business Enterprise (WBE), a €roar that is at least 51%, managed and controlled by a Woman. Evanston Business Enterprise (EBE), a firm located in Evanston for a minimum one year and Wbich performs a "convnercially useful Rinction." (if more than one Subcontractor is indicated, attach completed schedule for additional Subcontractors, which is :attached to this affidavit) MAVIESF Specification 12-03-16 bl 1i3f1 ii1 16: 44 :)I" MUr-Vr-T. HU;...,.IHL, Letter of Intont tram m144 mE to Perform as a Sxtbcvntractvy, StIppljor, amdl4r C011sultaut anti Afiirmatlou of AIIWJED Status I. Project Description, ESU (� t� Lxf' 7� 15 � ' Specification Numba;r; o -go— - U S From- Bxf-f-ef)) coGtIx+3 �`Ch4,Crj �� k. (Dante of Nil�lidE E pint To-t St), � 11" �111 $�anrl the City of Evanston: (I�Tatue cif bidder rasari'rirne tMonGtar) Lo COr� t oxv nc'C' k intends to participate as a Subcontractor on the project Irna4vz� as Rt"SU�C t'C3o Uf�.�h!'C3�J�5 �-�' ' �rgjccl 96�iptiou) TAs Anir i5 a: (t~ircck OWy Witte) Id iuol'ity Business 13werprise (MBE), a firai thm it at least S 17o, wauaged and cantx03ied by a ldittority. ,,,� �Isroxne"s Ba�sincss ,Enterprise (Wlf3>�), ri ftYzxx tltai is tit bast 5 � lo, ma�taged aaxd crant�011erl: my � W'arktzrr�. E."ansiOzt Business . AI0rprlsc (rNBE), a ftnn located in Evanston for a mluijuum oim }Peer and which fcrfar us a "aarntttcrcially Userul function", Coupes of all KRE or Mrs vertifications hm,6 betlt At#Rehcd. Th-, undomiped is prepamd to provide the fallmving described xrviccs or supply die following described goods in crnmWion with the above named projecYconfraot; The above described perfonmiwa is offered for the foliorving price and described terms of paynwxit; 4 I (4'7 -A V, a s 1.-.. . u_--- Tho midcxsigned will enter into a fbit xutl written agreertxent for the above work with you as a prime contmotor, Conditioned upomnjvouffS'Uzed t contract evith the City of Evanston, send will do so within (3) three working days or receipt n 1City ofEvanstom Sip=d: _ mate: d �.� it (Sigx4ature tafOvnier, Prygetlt of lvWl F,) NaNtaalTtt Phone No. AtAVIP8 S Spdoificaiipn t 2.OS-10 ..nti?::ai' R ��'i`a "�Ir"em, i �d;:��,'reE�'hG nt n Y! 2 p 4„y'f:1.ti rera 'k,rolifc e e �+6i.rksT9'R.�R.�R`+ r, �Inc. 1395 Louis, Ave, .. (k Grt to ltkiicl fie, it� �J(�0 Annual Certfficate Expires: 2010 Vendor Iquminer: 'sJ�:iri' (fir, Geri'; rsr: We are piE a.sf�,d to, iriloam you that Carrara Cancreba Cortstt'm;i;m Inn has on an, cortifir?;'s as a Disadvanagod Business E.rtorprise (OBE) by the, ("ity (; 'Tho DBE r;,enfi icaa ion is y:,Bd until June 1" 2 14: i~rc.avever• yc:t.ir tirrr', rl-)l"ist ib, c�tiiS;%J iiitC. your firn "s next annual validation E; regt;iYf d by Juno. 1. 201% As ^. condition i)f u4ff"l'ilrlue a ,^, enifk a[I+. n Gladng tt'rr°,.i five p£%r iwd.vou ; i1i�,7< i,+'_: �Nk':' Y i cli'if7 Affidavit, wilhin 60 days prioir to me ar1nua? C pii'atior'iE? T€: ;�ffif.7�iV[i.1:�fiil ; �'�r.iit ?il Ali(? ti;riiii�rc:`t4�r� C7rtyC7Ltt' G"aul"iift%Fk�(C}fl. i����caz'�? 7lCJ$€: tt;4c�� yf�ta <:�$ irrciude a copy of your most cur'rem, Federal Corporate Tax fi elu r3. aN a rrlttiis+ 'Me ENV of C3il.£ ago of any G;'ianges in t?L"tmf5hp m .;(,lli1ml A yot!(Nm .. an.y i ti rs'' €t-lt;ts "!'S 0s' 4nct5 . iT(?C$i {; yom Ws eligibOily fair +y ?CiStil:r:itli3ti thfr"iC ii :V r ;t;;,, changes occur. The City I'ei` ove your hrri'Cs efagWy I't' u had W : a(i"tAy us & any t;hallges of facts affecting your final's t:enmcahan x if `t' ?i.+t' iirrr, (Ai enw� sr. it us 4;os peg ratm uith the City in any inquiry ar RE?€'Y1Lva€ of ;: its: -,WO, s",7m',xd[,iFes may :kWa be cCimrist;3lced if your hrm is found to be iI")l,c*,,F+Ci :cnfrwaC:tu ai it r" gWc Oies, fCr!.)1' Ws nam 7,'VEin cippf a9' 1Cl the Wtits WtfeC,i .,rC:.r'$'.r#IC;Ja't!¢:4i� t• ,,,tC�rFEi i�'t��t.�...t DBE Dirzr cicry. The Dir'c or"y can be accesced via interrict rt Are-a(s)Cif y(tf?i l i ty h;i � E; i'£ is Ci Concrete Caa-lmactkasr o)"I� f[P"r5"�s PWic!g3ci'lkAri on Gily comtract s "VOI be 'credited gni,v lo,.,va7rd DBE your area(s) 4:1i specialty, While ycm j ,,.ir IGfpatk,-;n (xi C, Iy i;oritraois is nc[ ijmite,- ".. '^/r'ur `.peciG"Xfty, credit i,C,3w£;ird DBE c-r-Lit53 vAl be giviu "n only for ""ioCSC :.fit?a'{:I;"t, ci;1{r r3m /. Thf£7.m you Q your cont11'li#red ii , rt h-i Me Ws Disadvatfatae d L�!-i t;i>: ss irnk. .. rtirr-,rk J, Hands innLi=:ir w--ling i-. e�puiy ir"o;curer1"Iont �.�t' mef tag