Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
R-1272 - 06/11/2013 - ENGINEERING - Resolutions
RESOLUTION 2013-ENG-ST-IMPROVE-CNTRCT-EX-R-1272 A RESOLUTION APPROVING AND AUTHORIZING THE EXECUTION OF A CONSTRUCTION CONTRACT RELATING TO STREET IMPROVEMENT WORK BY AND BETWEEN THE VILLAGE OF OAK BROOK AND CENTRAL BLACKTOP CO., INC. WHEREAS, the Village desires to make certain street and infrastructure improvements in the vicinities of the York Woods Subdivision, Old Hunter Drive, and additional miscellaneous areas (the 'Project"); and WHEREAS, the Village solicited bids for the completion of the Project ("Construction Services"); and WHEREAS, the Village received six bids for the Construction Services; and WHEREAS, Central Blacktop Co., Inc. ("Centraf') was the lowest responsive and responsible bidder for the Construction Services; and WHEREAS, the Village and Central desire to enter into and execute an agreement for Central to provide the Construction Services and complete the Project consistent with Central's bid, as provided in the bid tabulation attached hereto as Exhibit A, which agreement shall be in a final form acceptable to the Village Manager and the Village Attorney ("Construction Contract'); and WHEREAS, the President and Board of Trustees have determined that it is in the best interest of the Village to enter into the Construction Contract; NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of Purchase. The purchase of Construction Services and materials necessary to complete the Project from Central in a total amount not to exceed $898,569.39 shall be, and is hereby, approved. Section 3: Approval of the Construction Contract. The President and Board of Trustees hereby approve the Construction Contract by and between the Village and Central, which Construction Contract shall be completed in a final form acceptable to the Village Manager and Village Attorney. Section 4: Authorization and Execution of the Construction Contract. The Village President and Village Clerk shall be, and hereby are, authorized to execute the Construction Contract, as approved by the Village Attorney, on behalf of the Village. Section 5: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. [SIGNATURE PAGE FOLLOWS] Resolution 2013-ENG-ST-IMPROVE-CNTRCT-EX-R-1272 Construction Services for 2013 Street Improvement Projects 2of3 r APPROVED THIS 11th day of June, 2013 Gopal G. Lalmalani Village President PASSED THIS 11th day of June, 2013 Ayes: Trustees Adler Baar, Moy Wolin Yusuf Nays: None Absent: Trustee Manzo ATTEST: 06 F 04 Ca Charlotte K. Pruss jt)` °� °� Village Clerk Resolution 2013-ENG-ST-IMPROVE-CNTRCT-EX-R-1272 Construction Services for 2013 Street Improvement Projects 3 of 3 EXHIBIT A BID TABULATION PGA OF 0 q r 99 Village of Oak Brook co C. p �� 2013 Street �FC6UN-T Project Improvement Proj p Bid Opening Date:................................................................ May 30, 2013 Bid Opening Time:......................................................................9:30 AM Bid Opening Location:...............................................Oak Brook Village Hall Bid Deposit: ........................................................5%0 of the Amount of Bid Performance Bond:.............................................100% of the Amount of Bid Obtain information from: Orion Gale y, P.E. Christopher B. Burke Engineering, Ltd. 1}' :. 9575 West Higgins Road, Suite 600 11 L'', JUL 1 6 2013 Rosemont, Illinois 60018 847 823-0500 �'L� ENGiidLER:t'C DEPART ENT Submit Bids to: Rania Serences, Senior Purchasing Assistant Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 Note: This cover sheet is an integral part of the contract documents and is, as are all of the following documents, part of any contract executed between the Village of Oak Brook and any successful BIDDER. Do not detach any portion of this document. Invalidation could result. I Table of Contents SECTION A. NOTICE TO BIDDERS SECTION B. BID SECTION C. INSTRUCTIONS TO BIDDERS SCHEDULE OF PRICES TAB 1 SECTION D. SPECIFICATIONS, SPECIAL PROVISION SECTION E. SPECIAL CONDITIONS TAB 2 DUPAGE COUNTY PREVAILING WAGES TAB 3 GEOTECHNICAL REPORT TAB 4 IDOT HIGHWAY STANDARDS TAB 5 SECTION F. STATEMENT OF BIDDER'S QUALIFICATIONS SECTION G. REFERENCES SECTION H. BID CERTIFICATION SECTION 1. CONTRACT SECTION J. CONTRACT BOND i f Section A Notice to Bidders May 14, 2013 Ms. Holly Bratanick The Daily Herald P.O. Box 280 Arlington Heights, IL 60006 Dear Ms. Bratanick: Please publish the following legal notice on NOTICE TO BIDDERS VILLAGE OF OAK BROOK The Village of Oak Brook will receive bids for: 2013 Street Improvement Project Sealed bids will be received by Rania Serences, Senior Purchasing Assistant, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 until May 30, 2013 at 9:30 am prevailing time, and publicly opened in the Samuel E. Dean Board Room at that time. Each bid shall be accompanied by a bank cashier's check, certified check (checks made payable to the Village of Oak Brook) or bid bond for not less than five percent (5%) of the amount bid. Bid Packages, including plans and specifications, are on file at the Oak Brook Village Hall, 1200 Oak Brook Road, Oak Brook, Illinois 60523. Copies of the Bid Package may be obtained for a $50 fee. A copy of the current Contractor's "Certificate of Eligibility" issued by the Illinois Department of Transportation must be provided before obtaining the bid package. For this project, the Contractor shall be qualified to bid in (DOT's Section 003 Hot-Mix Asphalt (HMA) Plant Mix types of construction. No bid shall be withdrawn after opening of bids without the consent of the Village of Oak Brook for a period of ninety (90) days after the scheduled time of opening bids. The Village of Oak Brook reserves the right to reject any or all bids and to waive any informality in bidding and to accept the bid deemed most advantageous to it. Charlotte Pruss Village Clerk Page 1 Section B Bid VILLAGE OF OAK BROOK STATE OF ILLINOIS 2013 Street Improvement Project 1. COST OF WORK: The undersigned, acting for and on behalf of contractor and having familiarized himself with conditions affecting the cost of the work and its performance and having carefully examined and fully understood the entire bid package, hereby affirms and agrees to enter into a contract with the Village of Oak Brook, Oak Brook, IL. To provide all supervision, labor, material, equipment and all other expense items to completely perform the work covered by the specifications in this Bid Package. The undersigned submits herewith his bid for the indicated items on the attached Bid Form (Schedule of Prices). 2. COSTS: The undersigned contractor hereby affirms and states the prices quoted herein constitute the total cost to the Village for all work involved in the respective items and that this cost also includes all insurance, royalties, transportation charges, use of all tools and equipment, superintendence, overhead expense, all profits and all other work, services and conditions necessarily involved in the work to be done and materials to be furnished in accordance with the requirements of the contract documents considered severally and collectively. All bids shall be held valid for a period of ninety (90) days after the bid due date. 3. PRE-BID MEETING: None. 4. INSTRUCTIONS TO BIDDERS: The undersigned contractor shall comply with all provisions and requirements of this Bid Package. Page 2 5. TIME OF COMPLETION: The undersigned affirms and declares that if awarded the contract for this work he will substantially complete said contract in strict accordance with its terms and conditions within 50 working days, unless additional time shall be granted by the Village in accordance with the provisions of the specifications. Punchlist items must be completed within 10 calendar days of receipt of the final punchlist letter. Parkway restoration of sod may be delayed until September should the Contractor not have the ability to install prior to July 1. Should the contractor fail to complete the work by said time or within such extended time as may have been allowed the contractor shall be liable to the Village in the amount set forth in the specifications. 6. BID GUARANTEE: Accompanying this bid is a bid bond, or bank cashier's check or certified check for not less than five percent (5%) of the amount of the Base Bid made payable to the Village of Oak Brook. The amount of the bid bond or check is ° o If this bid is accepted and the undersigned shall fail to execute a contract and the contract bond, provide acceptable Certificates of Insurance, and provide an acceptable Progress Schedule as required herein, it is hereby agreed that the amount of the bid bond or check shall become the property of the Village and shall be considered as payment of damages due to delay and other causes suffered by the Village because of the failure to execute said contract, contract bond, acceptable Certificate of Insurance and Progress Schedule; otherwise said bid bond or check shall be returned to the undersigned. Page 3 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Central Blacktop Co., Inc. P.O. Box 2080 LaGrange, IL 60525 as Principal, hereinafter called the Principal, and Continental Casualty Company 333 S. Wabash Ave. Chicago, IL 60604 a corporation duly organized under the laws of the State of IL as Surety, hereinafter called the Surety, are held and firmly bound unto Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars{$ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for 2013 Street Improvement Project NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 30th day of A 2013 Cen al Blackto Co., Inc. (P►incipat) (Seal) 7y(Witness) B : President n1e) CAS"" Continental Casual om an ORPOAAro (Surety) (Sea!) Mary Anne os ess) 0 0 SEAL B Attorney-in-Fact Kimberly R. Holmes Mde) 1 Q9'� AIA DOCUMENT A310•BID BOND 0 AIA•FEBRUARY 1970 ED.•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 G-23208-B ss, STATE OF Illinois COUNTY OF Will I, L.M. Caron Notary Public of Will County, in the State of Illinois ,do hereby certify that Kimberly R. Holmes Attorney-in-Fact, of the Continental Casualty Company who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that he signed, sealed and delivered said instrument,for and on behalf of the Continental Casualty Company for the uses and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Lisle in said County,this 30th day of May A.D., 2013 Notary Public L Caron My Commission expires: March 26, 2015 E ICIAL,SEAL M CARON BLIC,STATE OF ILLINOIS on Expires August 13,2016 I i POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies'j,are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Kimberly R.Holmes ,Individually of Lisle,IL their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- Surety Bond Number:Bid Bond Principal: Central Blacktop Co.,Inc. Obligee: Village of Oak Brook and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 16th day of May,2012. cASW Continental Casualty Company tea' rTy uR � � � National Fire Insurance Company of Hartford cower a�NtwtoJ fo American Cas alty Company of Reading,Pennsylvania Z s JULY 11, � SEAL �r �� lsoz 1897 • Paul T.Bruflat Vice President State of South Dakota,County of Minnehaha,ss: On this 16th day of May,2012,before me personally came Paul T.Bruflat to me known,who,being by me duly swom,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. J.MOHR IWWW. SWTHOAKOTA(% My Commission Expires June 23,2015 J.Mohr Notary Public CERTIFICATE I,D.Bult,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the B)-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this 30th day of May 2013 ty°�U� �, Continental Casualty Company F National Fire Insurance Company of Hartford _ c *e "�w� waro { American Casualty Company of Reading,Pennsylvania p JULY 11, J�, i7 SEAL Mme"' t 1902 1897 • \Lr/J D.Bult Assistant Secretary Form F6853-4/2012 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,`Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." Ibis Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25'h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25'h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,`Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." Attach bid bond, bank cashier's check or certified check here. In the event that one bid bond or one check is intended to cover two or more bids, the amount must equal the sum of the proposal guarantees of the individual sections covered. The bid guarantees of all except the 2 lowest responsible bidders shall be returned after the President and the Board of Trustees of the Village of Oak Brook award the contract. The bid guarantees of the 2 lowest responsible bidders shall be returned after a contract, contract bond, acceptable certificate of insurance, and an acceptable progress schedule have been received from the successful bidder and approved by the Village of Oak Brook. The bid guarantee of all bidders shall be returned in the event that the President and Board of Trustees of the Village of Oak Brook reject all bids. Page 4 Firm Name: Central Blacktop Co. Inc. Address: 6160 S. East Ave., P.O. Bog 2080 City, State, ZIP. LaGrange I 60525 Signature: Name Printed: 1a - Loukota Title: President Telephone: 708-482-9660 Date: 5-30-2013 If a Corporation: Al ST: Secretary i i i i I Page 5 F Q4,t 8 w Schedule of Prices Route Various County DuPage CFO Local Agency Oak Brook Project Number 120464 RETURN WITH BID For complete information coverin2 these items,see plans and s ecifications Unit V Items Unit Quantit Price Total REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 100 -00. 0 Q 600-00 TRENCH BACKFILL CU YD 779 �A �I 0 TOPSOIL FURNISH AND PLACE,4" SQ YD 1411 2. �PZ 7 0 SEEDING,CLASS 1A ACRE 0.30 '�.U 'Z 7 - .U CD 0 SODDING SQ YD 500 O. Y AGG BASE COURSE TYPE B 6" SQ YD 389 ® (� V.•l� � BITUMINOUS MATERIALS(PRIME COAT) GALLON 5266 , 0/ �•b 3 40600300 AGGREGATE(PRIME COAT) JTON 156 / / Sr6 40600982 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 191, ®• 44000157 HOT-MIX ASPHALT SURFACE REMOVAL,2" 275 Q 44000160 HOT-MIX ASPHALT SURFACE REMOVAL,2 3/4" 1786 C) v 44000160 HOT-MIX ASPHALT SURFACE REMOVAL,4" 23704 G 44000200 DRIVEWAY REMOVAL 3 314" 380 f"U®C•O r� '44201690 CLASS D PATCH 4" 751 7!. l�44201747 CLASS D PATCH 8" 89 ��0 0 60107700 UNDER DRAIN 6" FOOT 340 y 0-n 60107702 UNDER DRAIN 8" FOOT 125 >Z�/.00 0©0.00 '60200104 INLET TYPE B,36"DIA EACH 11 O '60236700 INLET TYPE A,24"DIA EACH 15 o a7�.Oa 60265700 VALVE VAULTS TO BE ADJUSTED EACH 11 J g e�, F Z U O 78000200 THERMOPLASTIC PAVEMENT MARKING-LINE 4" FOOT 40 Q '90 00 Zlid?78000650 THERMOPLASTIC PAVEMENT MARKING-LINE 24" FOOT 42 70.00 G 0/9, *NIA STORM SEWER WATER MAIN REQUIRMENTS 8" FOOT 60 7. 00 'N/A STRUCTURE ADJUSTMENT WITH NEW FRAME AND GRA E 8 EACH 1 Z'25-0 © Z�-0 STRUCTURE ADJUSTMENT WITH NEW FRAME AND GRATE NEENAH R- /J ©0 16 8 6/T.O0 'N/A 3501-D2A EACH 26 b/ v *NIA STRUCTURE ADJUSTMENT WITH NEW TYPE 1 FRAME CL"STORM" EACH 3 Y 0 0•©0 - 00.0 MULCHING,SPECIAL ACRE 0.3 O©,p 0 CO. *N/A TIE LAWN DRAIN INTO CATCH BASIN EACH 8 Z ®• �p��d 00 'NIA LEVEL BINDER COURSE N50,SPECIAL TON 103 .00 'NIA HMA BINDER COURSE IL-19.0 N50,SPECIAL TON 3467 / 6- �gZo "NIA HMA SURFACE COURSE"D" N50,SPECIAL TON 3012 (p d C� 7�o g�h.00 'N/A STORM SEWERS,PVC 4",SPECIAL FOOT 65 0 0 G. r D 'N/A STORM SEWERS,PVC 6",SPECIAL FOOT 55 Z 'NIA INLET TYPE B,24"DIAMETER,SPECIAL FOOT 1 - 'N/A PROTECTIVE COAT SY 1641 / 'X4240020 PCC SIDEWALK 5 INCH REMOVAL AND REPLACEMENT SQ FT 80 fCo on X5510000 STORM SEWER REMOVAL FOOT 25 Z. J I Pa a Total o be carried forward to Page 2 i BLR 12222(Rev.04/01/09) Printed 413012013 1 G�OF 0A,$ Schedule of Prices a Route Various County DuPage sF COUN-s •'� Local Agency Oak Brook Section 120464 RETURN WITH BID For complete information covering these items,see plans and s ecifications Unit Item No. Items Unit Quantity Price Total 'X6025200 DRAINAGE STRUCTURE TO BE ADJUSTED EACH 11 ,Q© 2 ,.O `X6060380 COMB CURB AND GUTTER REMOVAL AND REPLACEMENT SPECIAL FOOT 6189 d 2,9 S i If 'X7010216 TRAFFIC CONTROL AND PROTECTION,(SPECIAL) L SUM 1 o.,p `XX003435 PCC DRIVEWAY REMOVAL AND REPLACEMENT SO YD 266 41f.oo Z 7iN--oo "XXOD4774 j BRICK DRIVEWAY REMOVAL AND REPLACEMENT SO YD 158 2,p p 11 2 , 'XX006947 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SO YD 728 6) ` 00-0 '20013798 CONSTRUCTION LAYOUT L SUM 1 CSC •L7 Z� Sep •AA 'Z0056602 STORM SEWERS,PVC 4" FOOT 75 z. 'Z0056603 STORM SEWERS,PVC 6" FOOT 10 Z'3 •® 0 Z Z40.®- 'Z0056604 STORM SEWERS,PVC 8" FOOT 1876 2 7 Carried forward from paEe 1 Bidder's Proposal for making Entire Improvement Q 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. Schedule for multiple Bids Combination letter Sections included in Combination Total BLR 12222(Rev.04/01/09) Printed 4130/2013 2 Section C Instructions to Bidders 1. RECEIPT OF BID: May 30,2013 at 9:30 am 2. BASIS OF BID: Sealed bids will be received until the above noted time and date. 3. DESCRIPTION OF IMPROVEMENTS The improvements consist of three (3) project areas described as the 2013 Street Improvement Project. The project areas and proposed improvements are as follows: Area 1 (York Woods Subdivision) The streets to be completed in York Woods Subdivision include: Croydon Lane, Chatham Lane, Windsor Drive (Dover Drive to north c-d-s) and Sheffield Lane (north Brighton Lane going southwest to Windsor Drive) totaling approximately 8,400 linear feet. The proposed improvements will include rehabilitating approximately 23,800 square yards of pavement with 3% full-depth patching 4", hot-mix asphalt surface removal 4", 2 1/4" hot-mix asphalt binder course and 2" hot-mix asphalt surface course, up to 35% curb and gutter removal and replacement, and driveway pavement removal and replacement (where necessary). Improvements will also include installation of new 4-inch, 6-inch, and 8-inch storm sewers, installation of drainage structures, existing drainage structure repairs, and all necessary restoration. Area 2 (Old Hunter Drive): This work will involve resurfacing approximately 1,785 square yards of Old Hunter Drive following the installation of a new water main. The proposed improvements will include drainage structure repairs, up to 5% partial curb and gutter repair, driveway pavement removal and replacement (where necessary), approximately 5% full-depth patching 8", hot-mix asphalt surface removal 2 3/4", 1" leveling binder and 2" hot-mix asphalt surface course. Area 3 (Miscellaneous Improvements): 1. Replace portion of the driveway to a private residence that is within the right-of- way of 35th Street at the northwest corner of Midwest Road and 35th Street. 2. Replace the existing barrier curb with a depressed curb adjacent to the asphalt pathway along east side of York Road that goes into Windsor Drive. 3. Full-depth pavement patch along the deteriorated section of pavement at Concord Drive and Cambridge Drive. Work will also include all incidental and collateral work necessary to complete the improvement as shown as described herein. 4. PREPARATION AND SUBMISSION OF BIDS: A. The bid must be delivered to the office of the Purchasing Clerk, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or before May 30, 2013 at 9:30 am at which time it will be publicly opened and read in the S. E. Dean Board Room of the Village Hall. Bids received after this time will not be considered and will be returned unopened. B. Each bid shall be submitted on the exact form furnished. All blank spaces for bid prices, unit costs and alternates must be filled in--in ink—in both words and figures (as stipulated). In case of any discrepancy in the amount bid, the prices expressed in written words shall govern. Bids which are noticeably unbalanced may be voided at the sole discretion of the Village. Each bid must be accompanied by a bank cashier's check, bid bond, or certified check in the amount of 5% of the bid (checks made payable to the Village of Oak Brook). C.. Each bidder must complete, execute and submit with its bid a certification that contractor is not barred from public contracting due to bid-rigging or. bid rotating convictions on the form included with the bidding documents. D.. Each bidder must submit a complete bid package, including the following_ items: 1. Bid. 2. Bid Bond, or other Bid Security as required. 3. References 4. Statement of Bidder's Qualifications. 5. Bid Certification. 6. Contract (Signed) E. The Contract Bond (Performance and Payment) is provided as information, and will be completed by the successful bidder only upon acceptance of the bid by the Village. The surety company issuing the Contract Bond must be listed and approved by the U.S. Department of the Treasury. Letters of Credit will not be accepted in place of the Contract Bond. F. The bid shall be submitted in an opaque sealed envelope on or before the time stated and shall bear the name of the individual, firm, or corporation submitting the Bid and the Bid Name "2013 Street Improvement Project" G. Bidders may attach separate sheets to the bid for the purpose of explanation, exception, alternate bid and to cover unit prices, if needed. H. Bidders may withdraw their bid either personally or by written request at any time before the hour set for the bid opening, and may resubmit it. No bid may be withdrawn or modified after the bid opening except where the award of contract has been delayed for a period of more than ninety (90) days. 1. In submitting this bid, the bidder further declares that the only person or party interested in the proposal as principals are those named herein; and that the bid is made without collusion with any other person, firm or corporation. J. The bidder further declares that he has carefully examined this entire Bid Package, and he has familiarized himself with all of the local conditions affecting the contract and the detailed requirements of this work and understands that in making the bid he waives all rights to plead a misunderstanding regarding same. K. The bidder further understands and agrees that if his bid is accepted, he is to furnish and provide all necessary machinery, tools, apparatus, and other means to do all of the work and to furnish all of the materials specified in the contract, except such materials as are to be furnished by the owner (Village), in the manner and at the time therein prescribed, and in accordance with the requirements therein set forth. L. The bidder further agrees that if the Village decides to extend or shorten the work, or otherwise alters it by extras or deductions, including elimination of one or more of the items, as provided in the specifications; he will perform the work as altered, increased or decreased. M. The bidder further agrees that the Village representative may at any time during the progress of the work covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a specific item covered by a lump sum price, and which are not included under the bid price for other items in the Contract, shall be performed as extra work. N. The bidder further agrees to execute all documents within this Bid Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after receipt of the Notice of Award to the Village. O. The bidder further agrees that the Village representative may at any time during the progress of the work covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a specific item covered by a lump sum price, i and which are not included under the bid price for other items in the Contract, shall be performed as extra work, and compensation shall be as set forth in the specifications. P. The bidder further agrees that he and his surety will execute and present within fifteen (15) days after the receipt of the Notice of Award and the Contract, a Contract bond satisfactory to and in the form prescribed by the Village, in the penal amount of 100% of the Contract amount, guaranteeing the faithful performance of the work and payment for labor, materials. apparatus, fixtures, machinery, and subcontractors in accordance with the terms of the Contract. Q. The bidder further agrees to begin work not later than ten (10) days after receipt of the Notice to Proceed, unless otherwise provided, and to execute the work in such a manner and with sufficient materials, equipment and labor as will insure its completion within the time limit specified within the bid, it being understood and agreed that the completion within the time limit is an essential part of the contract. R. By submitting a bid, the bidder understands and agrees that, if his bid is accepted, and he fails to enter into a contract forthwith, he shall be liable to the Village for any damages the Village may thereby suffer. S. No bid will be considered unless the party offering it shall furnish evidence satisfactory to the Village that he has necessary facilities, ability and pecuniary resources to fulfill the conditions of the Contract. T. If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, he may submit to the Village Engineer a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the documents will be made only by addendum duly issued by the Village, and a copy of such addendum will be delivered to each person receiving a set of such documents. The Village will not be responsible for any other explanation or interpretation of the Bid Package. 5. SUBSTITUTIONS: A. Certain materials and equipment are specified by a manufacturer or trade name to establish standards of quality and performance and not for the purpose of limiting competition. Bidders are invited to submit bids not only on named items but also on items which they propose for substitution of named items. Products of other manufacturers may be substituted, if, in the opinion I I of the Village, they are equal to those specified in quality, performance, design and suitability for intended use. Where two or more items are specified, the selection among those specified is the bidder's option, or he may submit his bid on all such items. B. Bids shall be based on materials included in the specifications. Substitutions for the purpose of evaluating bids will be considered only if proposed substitutions are set forth in the sealed bid and will only be accepted prior to the award of the contract. The offer of substitutions shall be an integral part of the bid, appearing immediately after all requested bids and before the signature of the bidder. C. Substitutions of materials other than those specified will not be considered in the base bid price. However, other substitutions may be listed in the specified place in the Bid Form, with the indication of the change in the base unit cost and the total cost. D. In addition to the requirements heretofore mentioned, in order for substitutions to qualify for consideration, the following shall accompany each bid: 1. Each proposed substitution shall be itemized showing manufacturer name, catalog number, quantity, unit cost and total cost. The bidder shall prepare the necessary forms to list his substitutions in the manner outlined. 2. Each bid offering substitutions shall be accompanied by descriptive literature, catalog data, complete technical specifications and reports of all pertinent tests concerning the bidder's proposed substitutions. 6. CONDITIONS: A. The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailer's Occupation Tax (#E9997-4381-06). This bid cannot include any amounts of money for these taxes. B. To be valid, the bids shall be itemized so that selection for purchase may be made, there being included in the price of each unit the cost of delivery (FOB Destination). C. The Village shall reserve the right to add or to deduct from the base bid and/or alternate bid any item at the prices indicated in itemization of the bid. D. All bids shall be good for ninety (90) days from the date of the bid opening. i i I 7. BASIS OF AWARD: The Village of Oak Brook reserves the right to reject any or all bids and to waive any informality or technical error and to accept any bid deemed most favorable to the interests of the Village of Oak Brook. In addition to price, the Village will consider: A. Ability, capacity and skill to fulfill the contract as specified. B. Ability to supply the commodities, provide the services or complete the construction promptly, or within the time specified, without delay or interference. C. Character, integrity, reputation, judgment, experience and efficiency. D. Quality of performance on previous contracts. E. Previous and existing compliance with laws and ordinances relating to the contract. F. Sufficiency of financial resources. G. Quality, availability and adaptability of the commodities, services or construction, in relation to the Village's requirements. H. Ability to provide future maintenance and service under the contract. I. Number and scope of conditions attached to the bid/proposal. J. Record of payments for taxes, licenses or other monies due the Village. 8. GUARANTEE: Contractor (successful bidder) will guarantee all work for a period of one (1) year against faulty material and/or workmanship. Consequently, the contractor's Contract Bond will extend to one (1) year past the date of final acceptance of the entire work by the President and Board of Trustees of the Village. If any defect appears within the one (1) year guarantee period, the contractor will repair any and all such defects solely at his cost and at no cost to the Village. 9. PAYMENT: The Village of Oak Brook authorizes the payment of invoices on the second and fourth Tuesday of the month. For consideration on one of these dates, payment request must be received no later than fourteen (14) days prior to the second or i I fourth Tuesday of the month. All payment requests shall be in accordance with the applicable portions of the specifications (see Section D of this Bid Package) 10. INDEMNIFICATION: The Contractor shall protect, indemnify, save, defend and hold forever harmless the Village and/or its officers, officials, employees, volunteers and agents from and against all liabilities, obligations, claims, damages, penalties, causes of action, costs and expenses, including without limitation court costs, insurance deductibles and attorney's fees and expenses, which the Village and/or its officers, officials, employees, volunteers and agents may incur, suffer or sustain, or for which the Village and/or its officers, officials, employees, volunteers and agents may become obligated by reason for any accident, injury to or death of persons or loss of or damage to property, or civil and/or constitutional infringement of rights (specifically including violations of the Federal Civil Right Statutes), arising indirectly or directly in connection with or under, or as a result of, this or any Agreement by virtue of any act or omission of any of the Contractor's officers, employees, subcontractors, and/or agents, provided that the Contractor shall not be liable for claims, obligations, damages, penalties, causes of action, costs and expenses arising solely by any act or omission of the Village's officers, officials, employees, volunteers and/or agents. The contractor shall hold the Village harmless for any and all claims for labor, material, apparatus, equipment, fixtures or machinery furnished to the contractor for the purpose of performing the work under the contract; and the payment of all direct and indirect damages to any person, firm, company or corporation suffered or sustained on account of the performance of such work during the time the contract is in force. 11. INSURANCE: Certificates of Insurance and Additional Insured Endorsement shall be presented to the Village within fifteen (15) days after the receipt by the contractor of the Notice of Award and the unexecuted contract, it being understood and agreed that the Village will not approve and execute the contract nor will the bid guarantee be returned until acceptable insurance certificates are received and approved by the Village. Each contractor performing any work pursuant to a contract with the Village of Oak Brook and each permittee working under a permit as required pursuant to the provisions of Title 1, Chapter 8 of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "Insured") shall be required to carry such insurance as specified herein. Such contractor and permittee shall procure and maintain for the duration of the contract or permit insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance f of the work under the contract or permit, either by the contractor, permittee, or their agents, representatives, employees or subcontractors. A contractor or permittee shall maintain insurance with limits no less than: A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage, provided that when the estimated cost of the work in question does not exceed $25,000, the required limit shall be $1,000,000; B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident for bodily injury and property damage; C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as required by the Labor Code of the State of Illinois and Employer's Liability limits of$1,000,000 per accident. Any deductibles or self-insured retention must be declared to and approved by the Village. At the option of the Village, either the insurer shall reduce or eliminate such deductible or self-insured retention as respects the Village, its officers, officials, employees and volunteers; or the Insured shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses to the extent of such deductible or self-insured retention. The policies shall contain, or be endorsed to contain, the following provisions: D. General Liability and Automobile Liability Coverage - (1) The Village, its officers, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of the Insured; premises owned, occupied or used by the Insured. The coverage shall contain no special limitations on the scope of protection afforded to the Village, its officers, officials, employees volunteers or agents. (2) The Insured's insurance coverage shall be primary insurance as respects the Village, its officers, officials, employees, volunteers and agents. Any insurance or self-insurance maintained by the Village, its officers, officials, employees, volunteers or agents shall be in excess of the Insured's insurance and shall not contribute with it. (3) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Village, its officers, officials, employees, volunteers or agents. (4) The Insured's insurance shall apply separately to each covered party against whom claim is made or suit is brought except with respect to the limits of the insurer's liability. E. Worker's Compensation and Employer's Liability Coverage The policy shall waive all rights of subrogation against the Village, its officers, officials, employees, volunteers and agents for losses arising from work performed by the insured for the Village. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail has been given to the Village. Each insurance policy shall name the Village, its officers, officials and employees, volunteers and agents as additional Insureds. Insurance is to be placed with insurers with a Best's rating of no less than A: VII. Each Insured shall furnish the Village with certificates of insurance and with original endorsements effecting coverage required by this provision. The certificate and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms approved by the Village, see Section C of this Bid Package, and shall be subject to approval by the Village Attorney before work commences. The Village reserves the right to require complete, certified copies of all required insurance policies, at any time. Each insured shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 12 SAFETY: The contractor and any subcontractors shall comply with all the provisions of the Federal Occupational Safety and Health Act of 1970 (84 Stat. 1590), as amended. 13 EQUAL OPPORTUNITY: The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap unrelated to bona fide occupational qualifications. i 14. EMPLOYMENT OF ILLINOIS WORKERS DURING PERIODS OF EXCESSIVE UNEMPLOYMENT: The Contractor shall comply with all Illinois statutes pertaining to the selection of labor. Whenever there is a period of excessive unemployment in Illinois, which is defined herein as any month immediately following 2 consecutive calendar months during which the level of unemployment in the State of Illinois has exceeded 5 percent as measured by the United States Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, the Contractor shall employ only Illinois laborers. "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 may be used when Illinois laborers as defined herein are not available, or are incapable of performing the particular type of work involved, if so certified by the Contractor and approved by the Municipality. The Contractor may place no more than 3 of his regularly employed non-resident executive and technical experts, who do not qualify as Illinois laborers, to do work encompassed by this Contract during a period of excessive unemployment. This provision applies to all labor, whether skilled, semi-skilled or unskilled, whether manual or non-manual. 15. EXECUTION OF DOCUMENTS The Contractor, in signing his Bid on the whole or on any portion of the work, shall conform to the following requirements: Bids signed by an individual other than the individual represented in the Bid documents shall have attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person for whom it is signed. Bids which are signed for a partnership shall be signed by all of the partners or by an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing authority to sign the bid, executed by the partners. Bids which are signed for a corporation shall have the correct corporate name thereof and the signature of the President or other authorized officer of the corporation manually written below the corporate name. If such Bid is manually signed by an official other than the President of the Corporation, a certified copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the corporation and the impression of the corporate seal. The Contract shall be deemed as have been awarded when formal notice of award shall have been duly served upon the intended awardee. 16. NON-DISCRIMINATING: The Vendor, its employees and subcontractors, agrees not to commit unlawful discrimination and agrees to comply with applicable provisions of the Illinois Human Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. 17. PREVAILING RATE OF WAGES: All wages paid by the Contractor and each subcontractor shall be in compliance with The Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing wage violates a federal law, order, or ruling, the rate conforming to the federal law, order, or ruling shall govern. The Contractor shall be responsible to notify each subcontractor of the wage rates set forth in this contract and any revisions thereto. If the Department of Labor revises the wage rates, the revised rate as provided by the public body shall apply to this contract and the Contractor will not be allowed additional compensation on account of said revisions. Contractor will comply with the Illinois prevailing wage law, as amended from time to time. Not less than the prevailing rate of wages as found by Owner or the Illinois Department of Labor shall be paid to all laborers, workers and mechanics performing work under the Contract. If the Department of Labor revises the prevailing rate of wages to be paid laborers, workers or mechanics under the Contract, Owner will notify Contractor and each Subcontractor of the change in the prevailing rate of wages; provided, however, regardless of whether Owner gives such notice, the revised prevailing rate of wages shall apply to the Contract and Contractor shall have the sole responsibility and duty to pay, and ensure that all Subcontractors pay, the revised prevailing rate of wages to each person to whom a revised rate is applicable. Revision of the prevailing wages shall not result in an increase in the Contract sum or other cost to Owner. Contractor shall indemnify, defend and hold Owner harmless from any loss, including but not limited to Owner's attorneys fees, resulting from Contractor's failure to comply with this prevailing wage clause. All bonds applicable to the Contract shall include a provision as will guarantee the faithful performance of the obligation to pay the prevailing rate of wages. The Contractor and each subcontractor shall make and keep, for a period of not less than 3 years, records of all laborers, mechanics, and other workers employed by them on the project; the records shall include each worker's name, address, telephone number when available, social security number, classification or classifications, the hourly wages paid in each period, the number of hours worked each day, and the starting and ending times of work each day. The Contractor and each subcontractor shall submit monthly, in person, by mail, or electronically_a certified' payroll to the public body in charge of the project. The certified payroll shall consist of a complete copy of the records. The certified payroll shall be accompanied by a statement signed by the contractor or subcontractor which states that: (i) such records are true and accurate; (ii) the hourly rate paid to each worker is not less than the general prevailing rate of hourly wages required; and (iii) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Upon 2 business days' notice, the contractor and each subcontractor shall make available for inspection the records to the public body in charge of the project, its officers and agents, and to the Director of Labor and his deputies and agents at all reasonable hours at a location within this State. The Contractor and each subcontractor shall permit his/her employees to be interviewed on the job, during working hours, by compliance investigators of the Department or the Department of Labor. 18. COPIES OF DOCUMENTS The number of copies of Contract required to be executed is as follows: a)Three (3) original counterparts of the Contract documents will be required to be executed. 19. INDEPENDENT CONTRACTOR: There is no employee/employer relationship between the CONTRACTOR and the VILLAGE. CONTRACTOR is an independent contractor and not the VILLAGE'S employee for all purposes, including, but not limited to, the application of the Fair Labors Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the Worker's Compensation Act (820 ILCS 305/1, et seq.). The VILLAGE will not (i) provide any form of insurance coverage, including but not limited to health, worker's compensation, professional liability insurance, or other employee benefits, or (ii) deduct any taxes or related items from the monies paid to CONTRACTOR. The performance of the services described herein shall not be construed as creating any joint employment relationship between the CONTRACTOR and the VILLAGE, and the VILLAGE is not and will not be liable for any obligations incurred by the CONTRACTOR, including but not limited to unpaid minimum wages and/or overtime premiums, nor does there exist an agency relationship or partnership between the VILLAGE and the CONTRACTOR. 20. ASSIGNMENT Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld. 21. GOVERNING LAW This Agreement shall be governed by the laws of the State of Illinois as to interpretation, performance and enforcement. The forum for resolving any disputes concerning the parties' respective performance or failure to perform under this Agreement shall be the Circuit Court for the Eighteenth Judicial Circuit, DuPage County, Illinois. Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 Section D Specifications Detailed Specifications are contained in this Section D. In the event that any conflict exists with any part or parts of the various contract documents, the following order shall govern: 1. Plans shall take precedence, then 2. Special Provisions, then 3. Village of Oak Brook "Public Works Construction Standards", then 4. Standard Specifications/Standard Drawings Page 1 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 VILLAGE OF OAK BROOK STATE OF ILLINOIS 2013 Street Improvement Project The following Specifications and other provisions together with Special Provisions, and all provisions contained in this Bid Package, shall govern the construction of the proposed improvement and are a part of the Contract. A. "Standard Specifications for Road and Bridge Construction", adopted January 1st, 2012, published by the Illinois Department of Transportation (IDOT). B. "Supplemental Specifications and Recurring Special Provisions", adopted January 1st, 2013, published by IDOT. C. "Bureau of Local Roads and Streets, Special Provisions and Specifications", published by IDOT. D. "Bureau of Design and Environment, Special Provisions", adopted subsequent to issuance of Supplemental Specifications and Recurring Special Provisions. E. "Manual on Uniform Traffic Control Devices for Streets and Highways", adopted by IDOT. Before submitting the proposal, bidders should read all the above mentioned documents along with the Special Provisions and familiarize themselves with all requirements of same. Before submitting proposals, bidders should visit the site of the proposed work, verify all site conditions and also conditions under which said work must be conducted. Submission of a Proposal implies that the bidder is fully conversant with all requirements of Standard Specifications, Special Provisions, Standard Drawings, and site conditions. No claim for additional compensation will be considered or paid because of the Contractor's negligence or failure to be so informed. Page 2 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 TABLE OF CONTENTS TAB 1 DEFINITIONOF TERMS.................................................................................................4 CLARIFICATION OF CONTRACT DOCUMENTS...........................................................4 LOCATIONOF IMPROVEMENT.....................................................................................5 PERMIT...........................................................................................................................5 CONTRACTTIME ...........................................................................................................5 SURVEYCONTROL POINTS .........................................................................................5 VANDALISM....................................................................................................................6 MAINTENANCE OF ROADWAYS...................................................................................6 PUBLIC CONVENIENCE AND SAFETY.........................................................................6 CHANGEIN SCOPE OF WORK.....................................................................................7 USEOF FIRE HYDRANTS..............................................................................................7 MAILBOXES....................................................................................................................7 CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) ...................................7 SUBSURFACE EXPLORATION DATA...........................................................................8 SITE INVESTIGATION AND CONDITIONS AFFECTING WORK ..................................8 NOISE..............................................................................................................................9 USE OF HEAVY EQUIPMENT, TOOLS; RESTRICTIONS ............. ..............................9 PAVEMENTCORES .....................................................................................................10 SUPPLEMENTAL WATERING......................................................................................10 SODDING, SPECIAL.....................................................................................................10 SEEDING, SPECIAL .....................................................................................................11 MULCHING....................................................................................................................12 PCC SIDEWALK REMOVAL AND REPLACEMENT, 5 INCH, SPECIAL......................12 CLASS D PATCHES (SPECIAL)......................................................................13 CONSTRUCTIONLAYOUT...........................................................................................13 DRAINAGE STRUCTURES TO BE REMOVED............................................................16 INLET ............................................................................................................................16 INLET, SPECIAL ...........................................................................................................16 STORM SEWER PVC ( OF SIZE SPECIFIED) .................................................17 STORM SEWER PVC SPECIAL...................................................................................17 STRUCTURE TO BE ADJUSTED AND STRUCTURE TO BE ADJUSTED WITH FRAMEAND GRATE ....................................................................................................18 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT (SPECIAL) .....................................................................................................................18 HOT-MIX ASPHALT SURFACE REMOVAL TO THE DEPTH SPECIFIED................20 HOT-MIX ASPHLAT PAVEMENTS, SPECIAL..............................................................21 PCC, BRICK AND HMA DRIVEWAY REMOVAL AND REPLACEMENT......................22 PROTECTIVE COATING AND CURRING FOR PCC ...................................................22 TRAFFIC CONTROL AND PROTECTION....................................................................23 TRAFFIC CONTROL PLAN...........................................................................................28 Page 3 SECTIONS D & E Wilage of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 VILLAGE OF OAK BROOK STATE OF ILLINOIS SPECIAL PROVISIONS FOR 2013 STREET IMPROVEMENT PROJECT The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2012 (hereinafter referred to as the "Standard Specifications"); 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", adopted January 1, 2013, indicated on the Check Sheet included herein; all of which apply to and govern the construction of: 2013 STREET IMPROVEMENT PROJECT for the Village of Oak Brook, Illinois. These special provisions included herein apply to and govern the proposed improvement designated as 2013 STREET IMPROVEMENT PROJECT and in case of conflict with any part or parts of said specifications; said special provisions shall take precedent and shall govern. DEFINITION OF TERMS In addition to the definitions included in Section 101 of the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2012 the following should be added: Engineer - shall be the firm of Christopher B. Burke Engineering, Ltd. as Engineer employed by the Owner. Owner- shall be the Village of Oak Brook. Municipality - shall be the Village of Oak Brook. Department - shall be the Village of Oak Brook. Village - shall be the Village of Oak Brook. CLARIFICATION OF CONTRACT DOCUMENTS Requests for interpretations of the Bid Documents shall be made in writing, addressed to the Village, and shall be received at least five (5) days prior to the big opening. All interpretations and supplemental instructions will be in the form of written addenda to the Bid Documents. A copy of such addendum will be mailed to all BIDDERS known to the VILLAGE. BIDDERS will provide written acknowledgment of receipt of each addendum issued with Page 4 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 the bid submission. Failure to acknowledge receipt of the addenda may be cause for rejection for the BID. The information shall also be placed on file and be made available to the public per the Freedom of Information Act. Oral explanations will not be made. No addenda shall be issued later than three (3) working days prior to bid opening date. LOCATION OF YORK WOODS IMPROVEMENTS STREET FROM TO Northern Cul-de- Windsor Drive Dover Drive sac Windsor Drive Chatham Lane Windsor Drive North Sheffield Lane Windsor Drive South Brighton Lane Croydon Lane Windsor Drive South I Windsor Drive MISCELLANEOUS IMPROVEMENTS STREET DESCRIPTION Hunter Drive Clearwater Drive to Dead End 35 and Midwest Road Reconstruct Driveway York Road and Windsor Drive Extend bike path with depressed curb Concord Drive and Cambridge Resurface and patch intersection Drive PERMIT No permits will be required. CONTRACT TIME For this contract, all work including punch list items shall be completed within 50 working days. Should the Contractor fail to complete the work as stipulated above, the Contractor shall be liable to reimburse the Owner in accordance with Article 108.09, Failure to Complete the Work on Time. SURVEY CONTROL POINTS The provisions of Article 105.09 of the Standard Specifications shall be modified so that the Contractor will be responsible for all layout, staking and other activities required to establish the location, alignment, elevations and grade of work. Page 5 SECTIONS D & E Village of Oak Brook 2013 Street fmprovement Project CBBEL Project No. 120464 The Contractor shall assume full responsibility for all dimensions and elevations required to construct the work in accordance with the details shown on the plans. The Engineer will be available to assist the Contractor in interpretation of the plans and layout operations. In the event any questions arise to the proposed location of any work element or the intent of the plans, the Contractor shall advise the Engineer of such issues prior to the execution of any construction operations. This work will not be measured or paid for separately but shall be considered as included in and incidental to the various payment items provided for herein. VANDALISM Special attention is called to the Special Provision for "Inspection" as well as Article 107.30 of the "Standard Specifications". Any defaced work shall be corrected or replaced by the Contractor at his sole expense prior to final payment. The Village of Oak Brook shall cooperate with the Contractor to minimize vandalism, but the Contractor shall be ultimately responsible to correct any damage. The Village will not be responsible for the security of the work site in this regard, other than normal patrolling and response to emergencies. The cost of additional security required to meet this provision shall be solely the Contractor's responsibility. MAINTENANCE OF ROADWAYS Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. PUBLIC CONVENIENCE AND SAFETY In addition to the requirements of Article 107.09 of the "Standard Specifications for Road and Bridge Construction", the Contractor shall maintain entrances and side roads along the proposed improvement; interference with traffic movements and inconvenience to owners of abutting property and public shall be kept to a minimum. Any delays or inconveniences caused the Contractor by complying with these requirements shall be considered as incidental to the contract, and no additional compensation will be allowed. The Contractor is to plan his work so that there will be no open holes in the pavement and that all barricades will be removed from the pavement during non-work hours. Page 6 SECTIONS D & E V01age of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 During all construction operations, the Contractor will be required to provide, erect and maintain proper signage and barricades plus provide flagmen as necessary for safe traffic control. All provisions relating to traffic control, signage, barricades and the use of flagmen shall be subject to the approval and the direction of the Engineer. The Contractor will not be allowed to close any street to through travel without the prior approval of the Engineer. The Contractor will be required to provide all warning signs, barricades, traffic cones, flagmen and other appurtenances as the Engineer deems necessary to guarantee the safety of motorists and pedestrians during construction. This work will not be paid for separately but shall be considered as incidental to the Contract and no extra compensation will be allowed. CHANGE IN SCOPE OF WORK The Village reserves the right to decrease the contract quantities in order to meet budgetary constraints. No compensation will be allowed to the Contractor for decrease in quantities and anticipated profits. USE OF FIRE HYDRANTS In addition to the requirements of Article 107.18 of the Standard Specifications, construction water must be obtained from a tank truck and not from municipal fire hydrants. Arrangements for filling a tank truck shall be made with the Village of Oak Brook Public Works Department, 3003 Jorie Boulevard, Oak Brook, Illinois. MAILBOXES Adjacent to the construction operations (not limited to grinding, paving, driveway work, curb and gutter removal and replacement) and off the back of curb are decorative mailbox structures. It shall be the Contractor's responsibility to protect these decorative mailboxes while performing work adjacent to them. The cost to protect these mailboxes shall be included in the overall cost of the contract and will not be measured and paid for separately. Any damage to these mailboxes caused by the Contractor during the contract shall be repaired by the Contractor to the satisfaction of the Engineer and at no additional cost to the Village or Resident. CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) The Village shall provide the contractor with an Uncontaminated Soil Certification form LPC 663 and is not aware of any contaminated soils. The Village will assume responsibility for reasonable extras, if contaminated soils exist, but will not assume responsibility for failed attempts to deliver contaminated soils to a CCDD dump site. Page 7 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 SUBSURFACE EXPLORATION DATA Limited investigation of subsurface conditions at the proposed site of Work has been made for the purpose of design. The Village of Oak Brook, Testing Service Corporation, and Christopher B. Burke Engineering, Ltd. assume no responsibility whatsoever with respect to the sufficiency or accuracy of these preliminary investigations, nor their interpretation, and there is no guarantee, either expressed or implied that conditions indicated are representative of those existing throughout the Work or any part of it, or that unforeseen developments may occur. SITE INVESTIGATION AND CONDITIONS AFFECTING WORK The BIDDER acknowledges that, prior to submission of its bid, it has taken steps necessary to ascertain the nature and location of the Work, and that it has investigated, confirmed, verified as correct and satisfied itself as to the general and local conditions which can affect the Work or its costs, including but not limited to (1) location and load capacity of existing roadways, utilities, corresponding pavement, shoulders, curb and gutter, sanitary sewer, storm sewers, and water main, bearing upon transportation, disposal, handling and storage of materials; (2) the availability of labor, water, electric power and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground and existing detention ponds; (5) the character of equipment and facilities needed prior to and during work performance; (6) subsurface conditions at the site of Work; (7) the quantities and qualities of all materials, equipment, and labor set forth in Bid Proposal, plans and drawings and specifications that are necessary to complete all of the Work as required under the Contract Documents; and (8) the location, condition, compatibility, configuration of all existing utilities and infrastructure. The BIDDER also acknowledges that it has verified as correct, confirmed and satisfied itself as to the character, quality and quantity of surface and subsurface materials, obstacles or conditions to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done, if any, as well as from the drawings, plans and specifications made a part of the bidding documents. The BIDDER further acknowledges that it has reviewed, investigated, confirmed, verified as correct and satisfied itself as to the geotechnical report. Any failure of the BIDDER to take the actions described and acknowledged in this paragraph will not relieve the BIDDER from responsibility for estimating properly the difficulty and cost of successfully performing the Work, or for proceeding to successfully perform the Work without additional expense to the OWNER. Christopher B. Burke Engineering, Ltd. and OWNER assume no responsibility for any conclusions or interpretations made by the BIDDER based on information made available by Christopher B. Burke Engineering, Ltd. or the OWNER of the project. Nor do the OWNER or Christopher B. Burke Engineering, Ltd. assume responsibility for any understanding reached or representation made concerning conditions which can affect the Work by any of its officers or agents before the acceptance of the bid offer and execution of the contract, unless that understanding or representation is expressly stated in this contract. Page 8 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 NOISE A. It shall be unlawful for any person to make, continue to cause to be made or continue any loud, unnecessary, prolonged or unusual noise which disturbs the peace of others. B. Any person who shall, without prior authorization by the President and Board of Trustees, operate or cause, permit or allow to be operated upon any public street in the Village any mechanically operated piano, phonograph or other musical instrument, radio or similar mechanical or electrical device or wind instrument or noise-making device of any character whatsoever, for the purpose of advertising any goods, wares, merchandise or other articles for sale, barter or exchange, or for the purpose of attracting attention, or of inviting the patronage of any person to any business whatsoever, shall be deemed guilty of an offense against the Village. (Ord. G-577, 10-22-1996) USE OF HEAVY EQUIPMENT, TOOLS; RESTRICTIONS Except as provided in subsections B, C and D of this Section, no person or entity may use "heavy equipment" in residential areas except between seven o'clock (7:00) A.M. and six o'clock (6:00) P.M. Monday through Friday and between eight o'clock (8:00) A.M. and five o'clock (5:00) P.M. on Saturdays and Sundays; and in commercial areas except between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. Monday through Friday and between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. on Saturdays and Sundays; provided, however, that such equipment shall not be used at any time on Federal holidays. For purposes of this Section, "heavy equipment" shall mean bulldozers, jackhammers, pile drivers, power hammers, chain saws, graders, riveters, earth movers, tree and stump grinders, trenchers, cement mixers, tractors, power hoists or derricks, demolition balls, power shovels, trucks, and power equipment on wheels or traction chains, or other similar equipment, but shall not include garbage trucks which are governed by separate agreement within the Village. A. Other Tools: Tools other than heavy equipment may be used at any time within a fully enclosed structure; any use of such tools outside a fully enclosed structure shall be prohibited between the hours of eight o'clock (8:00) P.M. and eight o'clock (8:00) A.M., except as provided in subsections B, C and D of this Section. B. Emergencies: The limitations stated in this Section shall not apply in any situation which requires heavy equipment or other tools in emergencies to assist or avoid a problem related to health or to safety of persons or property, or to sewer, water, power, utility, or telephone interruptions. C. Work by Public Agencies: The limitations stated in this Section may be waived by the Board of Trustees by resolution for work undertaken by any public body or Page 9 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 agency for the benefit of the public. The Board of Trustees may attach to any such waiver all conditions it deems necessary to protect the public health, safety or welfare. D. Waiver: The limitations stated in this Section may be waived by the Village Manager in areas of the Village zoned for nonresidential uses pursuant to the Village zoning ordinance; provided, however, that no such waiver shall be granted unless the Village Manager finds that: 1. The party seeking the waiver will suffer a unique or unusual hardship unless the waiver is granted; and 2. The granting of a waiver will not cause a substantial or undue adverse impact upon adjacent property or upon the public health, safety and welfare. The Village Manager may attach to such waiver all conditions he deems necessary to protect the public health, safety or welfare. PAVEMENT CORES The Village of Oak Brook performed pavement cores on all streets which are to be rehabilitated under this contract. A copy of the geotechnical testing report has been included in Tab 3. SUPPLEMENTAL WATERING Description. This work shall consist of applying additional water to newly sodded areas as directed by the ENGINEER in accordance with Section 252 of the Standard Specification. Water shall be applied at a rate of 15 Usq m (3 gal/sq yd) or as directed by the ENGINEER. The CONTRACTOR shall provide the meter readings of *the usage of water on a daily basis to the ENGINEER. Method of Measurement and Basis of Payment. This work shall be calculated and paid for at the contract unit price per unit of SUPPLEMENTAL WATERING based on the amount sod installed which includes all labor, material and equipment. SODDING. SPECIAL Description. This work shall consist of preparing the ground surface, furnishing and placing pulverized topsoil to a 6 (150 mm) depth, fertilizing the areas to be sodded as specified in the plans and furnishing and placing sod. All work shall be in accordance with the applicable portions of Sections 211 and 252 of the Standard Specifications. Page 10 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 In addition to the applicable portions of Section 107 of the Standard Specifications, all other areas shall be restored to their conditions prior to construction. The contractor shall grade all ditch lines which are disturbed during construction to ensure proper drainage exists after construction. Restoration at locations of underground construction shall take place after the trench has settled. Within the County right-of-way the sod shall be of the salt-tolerant variety. At all other locations, the sod shall be Kentucky Blue Grass. Watering shall be done as directed by the Engineer, in accordance with Articles 252.08 and 252.09 of the Standard Specifications. Any additional watering requested by the Engineer shall be paid for at the contract unit price for SUPPLEMENTAL WATERING in accordance with Articles 252.09 and 252.13 of the "Standard Specifications for Road and Bridge Construction". The sodded areas shall be guaranteed by the Contractor for a period of one (1) year after installation. During this period all defective areas caused by inadequate watering, salt damage, pedestrian and traffic damage or other reasons shall be repaired at the Contractor's expense. Method of Measurement and Basis of Payment. This work shall be measured in place and the area calculated in square yards (square meters) and shall be paid for at the contract unit price per square yard (square meter) for SODDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material including fertilizer and furnishing and placing topsoil to complete the work as specified in these special provisions. Maximum payment width is 2 feet behind any curb and gutter repair and 1 foot on either side of any sidewalk and driveway replacement. SEEDING. SPECIAL Description. This work shall consist of preparing the seed bed and placing seed and fertilizer nutrients. 270 pounds of fertilizer nutrients shall be applied at a 1:1:1 ratio. All work shall be in accordance with Sections 250 of the Standard Specifications. Method of Measurement and Basis of Payment . This work shall be measured in place and the area calculated in ACRE and shall be paid for at the contract unit price per ACRE for SEEDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material including fertilizer and preparation of the bed to complete the work as specified in these special provisions. Maximum payment width is 2 feet behind any curb and gutter repair and 1.5 feet on either side of any sidewalk or driveway replacement. Page 11 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 In addition to the applicable portions of Section 107 of the Standard Specifications, all other areas shall be restored to their conditions prior to construction. The contractor shall grade all ditch lines which are disturbed during construction to ensure proper drainage exists after construction. Restoration at locations of underground construction shall take place after the trench has settled. Within the County right-of-way the sod shall be of the salt-tolerant variety. At all other locations, the sod shall be Kentucky Blue Grass. Watering shall be done as directed by the Engineer, in accordance with Articles 252.08 and 252.09 of the Standard Specifications. Any additional watering requested by the Engineer shall be paid for at the contract unit price for SUPPLEMENTAL WATERING in accordance with Articles 252.09 and 252.13 of the "Standard Specifications for Road and Bridge Construction". The sodded areas shall be guaranteed by the Contractor for a period of one (1) year after installation. During this period all defective areas caused by inadequate watering, salt damage, pedestrian and traffic damage or other reasons shall be repaired at the Contractor's expense. Method of Measurement and Basis of Payment. This work shall be measured in place and the area calculated in square yards (square meters) and shall be paid for at the contract unit price per square yard (square meter) for SODDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material including fertilizer and furnishing and placing topsoil to complete the work as specified in these special provisions. Maximum payment width is 2 feet behind any curb and gutter repair and 1 foot on either side of any sidewalk and driveway replacement. SEEDING, SPECIAL Description. This work shall consist of preparing the seed bed and placing seed and fertilizer nutrients. 270 pounds of fertilizer nutrients shall be applied at a 1:1:1 ratio. All work shall be in accordance with Sections 250 of the Standard Specifications. Method of Measurement and Basis of Payment . This work shall be measured in place and the area calculated in ACRE and shall be paid for at the contract unit price per ACRE for SEEDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material including fertilizer and preparation of the bed to complete the work as specified in these special provisions. Maximum payment width is 2 feet behind any curb and gutter repair and 1.5 feet on either side of any sidewalk or driveway replacement. Page 11 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 required to set additional stakes to locate a utility line which is not included as a pay item in the contract nor to determine property lines between private properties. The Contractor shall be responsible for having the finished work substantially conform to the lines, grades, elevations and dimensions called for in the plans. Any inspection of checking of the Contractor's layout by the Engineer and the acceptance of all or any part of it shall not relieve the Contractor of his/her responsibility to secure the proper dimension, grades and elevations of the several parts of the work. The Contractor shall exercise care in the preservation of stakes and benchmarks and shall have them reset at his/her expense when any are damaged, lost, displaced or removed or otherwise obliterated. Responsibility of the Engineer a. The Engineer will locate and reference the centerline of all roads and streets except interchange ramps. The centerline of private entrances and short street intersection returns will not be located or referenced by the Engineer. Locating and referencing the centerline of survey will consists of establishing and referencing the control points of the centerline of surveys such s PC's, PT's and as many POT's as are necessary to provide a line of sight. b. Benchmarks will be established along the project outside of the construction lines not exceeding 300 m (1,000 ft.) intervals horizontally and 6 m (20 ft.) Vertically. C. Stakes set for (a) and (b) above will be identified in the field to the Contractor. d. The Engineer will make random checks of the Contractor's staking to determine if the work is in substantial conformance with the plans. Where the Contractor's work will tie into work that is being or will be done by others, checks will be made to determine if the work is in conformance with the proposed overall grade and horizontal alignment. e. The Engineer will set all stakes for utility adjustment for building fences along the right of way line by parties other than the Contractor. f. The Engineer will make all arrangements and take all cross sections from which the various pay items are to be measured. g. Where the Contractor, in setting construction stakes, discovers discrepancies, the Engineer will check to determine their nature and make whatever revisions are necessary in the plans, including the recross sectioning of the area involved. Any additional restaking required by the Engineer will be the responsibility of the Page 14 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 Contractor. The additional restaking done by the Contractor will be paid for in accordance with 109.04 of the Standard Specifications. h. The Engineer will accept responsibility for the accuracy of the initial control points as provided herein. i. It is not the responsibility of the Engineer, except as provided herein, to check the correctness of the Contractor's stakes; however, any errors that are apparent will be immediately called to the Contractor's attention and s(he) shall be required to make the necessary correction before the stakes are used for construction purposes. j. Where the plan quantities for excavation are to be used as the final pay quantities, the Engineer will make sufficient checks to determine if the work has been completed in substantial conformance with the plan cross sections. Responsibility of the Contractor a. The Contractor shall establish from the given survey points and benchmarks all the control points necessary to construct the individual project elements. S(he) shall provide the Engineer adequate control in close proximity to each individual element to allow adequate checking of construction operations. This includes, but is not limited to, line and grade stakes, line and grade nails in form work, and/or filed or etched marks in substantially completed construction work. It is the Contractor's responsibility to tie in centerline control points in order to preserve them during construction operations. b. At the completion of the grading operations, the Contractor will be required to set stakes at 30 m (100 ft.) station intervals along each profile grade line. These stakes will be used for final cross sectioning by the Engineer. C. All work shall be in accordance with normally accepted self-checking surveying practices. Field notes shall be kept in standard survey field notebooks and those books shall become the property of the Engineer at the completion of the project. All notes shall be neat, orderly and in accepted form. d. For highway structure staking, the Contractor shall use diligent care and appropriate accuracy. Points shall be positioned to allow reuse throughout the construction accuracy. Prior to the beginning of construction activities, all structure centerlines and pier lines are to be established by the Contractor and checked by the engineer. The Contractor shall provide a detailed structure layout showing span dimensions, staking lines and offset distances. Page 15 SECTIONS D & E Viliage of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 Measurement and Payment. This item will be paid for at the contract lump sum price for CONSTRUCTION LAYOUT, which prices shall be payment in full for all services, materials, labor and other items required to complete the work. DRAINAGE STRUCTURES TO BE REMOVED Description. This work shall consist of removing and disposing of existing manholes, catch basins, inlets, and water valves in accordance with Section 605 of the Standard Specifications and as specified herein. Construction Requirements. In addition to the requirements of Article 605.03 of the Standard Specifications, the Contractor shall saw cut a square area around the structure to be removed of sufficient size to both remove the structure and to construct the replacement structure. If a new structure is not to be installed at the same location, excavated areas around the structure shall be backfilled with compacted CA-7. This backfill shall be included in the cost for DRAINAGE STRUCTURE TO BE REMOVED. All existing frames, and grates that are removed shall be delivered to the Public Works Department for their use. Any costs associated with the delivery shall be included in the cost for DRAINAGE STRUCTURE TO BE REMOVED. Basis of Payment. This work shall be measured r The contract unit price per each for DRAINAGE STRUCTURES TO BE REMOVED shall be understood to mean manhole, catch basin, inlet, and water valves as the case may be. INLET Description. This work shall consist of furnishing, excavation, installation and backfilling INLET of the diameter indicated where directed by the Engineer, this item shall be performed in accordance with applicable provision of Section 602 of the "Standard Specifications for Road and Bridge Construction". Basis of Payment. This work will be paid for at the contract unit price each for INLET TYPE A, 24" DIA and INLET TYPE B, 36 DIA". Frame and grate and adjustment shall be paid separately under STRUCTURE ADJUSTMENT WITH NEW FRAME AND GRATE. INLET, SPECIAL Description. This work shall consist of furnishing, excavation by hand, installation and backfilling by hand INLET, SPECIAL by of the diameter indicated where directed by the Engineer, this item shall be performed in accordance with applicable provision of Section 602 of the "Standard Specifications for Road and Bridge Construction". Page 16 SECTIONS D & E Brook provement Project N o. 120464 p sum price side of the Right-of-Way shall be done by hand as not to damage private II services, inlets, stone and spoils must be brought by wheel barrow. yment. This work will be paid for at the contract unit price each for INLET ' DIA, SPECIAL. Frame and grate and adjustment shall be paid separately ing manholes, CTURE ADJUSTMENT WITH NEW FRAME AND GRATE. F the Standard NER PVC (OF THE SIZE SPECIFIED) 605.03 of the !a around the This work shall consist of installing storm sewer in accordance with id to construct of the Standard Specifications and as specified herein. same location, :d CA-7. This n Requirements. In addition to the requirements of Article 1040.03 and >E REMOVED. of the Standard Specifications, the storm sewer shall be stubbed out from Public Works tinimum of two (2) feet from the back of curb or as indicated on the plans be included in by the ENGINEER. storm sewer shall be completed in accordance with article 550.07 of the itract unit price �ecifications and as further described herein. The contractor shall I STRUCTURE compact the trench backfill during installation and shall then jet the trench ,es as the case upon completion of the sewer run. All equipment required for compaction II shall be the responsibility of the contractor. Compaction of backfill shall han ninety-five (95) percent of standard lab density by mechanical means, ;ture content of the material when placed shall be within two (2) percent of moisture content, as determined by ASTM d-557 (modified proctor test). ristallation and iay not be patched for a minimum of two weeks upon completion of jetting. ineer, this item i which settlement occurs over this time period must be re-graded and ion 602 of the ) the satisfaction of the Engineer at the contractor's expense. required to install the new storm sewer into existing storm sewer structures each for INLET all be included in the cost STORM SEWER PVC and will not be paid for adjustment shall I FRAME AND ment. This work shall be paid for at the contract unit price foot for STORM VC, STORM SEWER 6" PVC, STORM SEWER 8" PVC. IER PVC SPECIAL This work shall consist of installing storm sewer in accordance with installation and )f the Standard Specifications and as specified herein. directed by the ble provision of i Requirements. In addition to the requirements of Article 1040.03 and :)f the Standard Specifications, the storm sewer shall be stubbed out from -uction inimum of two (2) feet from the back of curb or as indicated on the plahs by the ENGINEER. Installation of the 4" or 6" storm sewer stubs beyond NS D & E Page 17 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 type including all necessary excavation, embankment and subbase granular material as shown in the detail on the plans and in accordance with Sections 606, 202, 205 and 311 of the Standard Specifications and as specified herein. Construction Requirements. In addition to the requirements of Article 606.06 of the Standard Specifications the Contractor shall excavate all material necessary to build the proposed curb and gutter and proposed subbase in accordance with Section 202 of the Standard Specifications. The proposed subbase shall be subbase granular material, Type B of the thickness shown on the plans in accordance with Section 311 of the Standard Specifications. Backfill behind the proposed back of curb shall be in accordance with Section_ 205 of the Standard Specifications. Any existing pavement removed adjacent to the new curb and gutter shall be replaced with Class Si concrete. PCC base shall be poured separately from the curb patch, after the front form has been removed. Expansion joints shall be placed at a maximum spacing of 45 feet and on each side of a curb drainage structure. Expansion joints shall be constructed with 2 - #6 epoxy coated smooth (18 long) dowel bars coated smooth dowel bar, 18" long. Contraction joints shall be placed at a maximum spacing of 20 feet. Contractor shall use full forms - 9" at edge of pavement. The Contractor may use angle irons at the back of curb provided that the irons are in new condition and are not warped or disfigured in any way. This determination will be at the sole discretion of the Engineer. For brick, brick pavers, flagstone or similar decorative driveways, the Contractor shall carefully remove only that which is necessary to construct the adjacent curb and gutter or driveway. The existing material shall be carefully stored and replaced after the adjacent curb and gutter or driveway is completed. In some locations, the Contractor may have to provide additional material. The additional brick, pavers or flagstone must match the existing and be approved by the Engineer before installation. The Contractor shall provide a 2" thick sand base or equal to the thickness of the existing base whichever is greater. This work will not be paid for separately but shall be included in this pay item. All curb and gutter shall be saw cut prior to removal. It shall be the responsibility of the Contractor to obtain a clean, vertical, full depth and uniform cut through the entire cross section of the curb and gutter. Curb and gutter shall be removed by jack hammering in place; a grade-all may not be used. The Contractor shall remove the existing curb and gutter with extreme care. Driveway aprons shall not be removed for curb and gutter forming purposes unless directed by the Engineer " Any damage beyond the marked limits of removal to adiacent curb and putter, driveway, pavement or structure will result in additional removal of damaged areas to be removed and replaced at the expense of the Contractor. The Contractor shall ensure the highest workmanship possible. The Contractor shall be required to remove and replace at no additional cost to the Village, all areas of curb and Page 19 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 gutter in which the quality of workmanship is deemed deficient by the Engineer. repairs to the satisfaction of the Engineer at no additional cost to the Village. The top 4" of the back of the curb shall be mortared with smooth brush finish after the forms are removed. -The Contractor shall ensure there is no honeycombing along the back face of the curb. If honeycombing is identified by the Engineer after the forms are removed, the Contractor will be responsible for completing necessary repairs to the satisfaction of the Engineer at no additional cost to the Village. Method of Measurement and Basis of Payment. Combination concrete curb and gutter and all saw cutting, excavation, subbase material, Class SI concrete, and backfill necessary to construct the work as specified herein shall be measured and paid for at the contract unit price per foot for COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT (SPECIAL). HOT-MIX ASPHALT SURFACE REMOVAL (TO THE DEPTH SPECIFIED) Description. This work shall be constructed in accordance with Section 440 of the Standard Specifications. This work shall be done by a machine capable of cold milling minimum 6 feet wide in one pass. A machine that can mill a full lane width would be preferred, but not required. This work shall include saw cutting and butt joints at all limits of paving where abutting existing pavement. Construction Requirements. The existing hot-mix asphalt surface shall be removed to the specified depth. The grindings shall be removed from site and the surface mechanically broomed until the surface is complete free of any loose material and debris. All rubber sealant adjacent to the curb and gutter that is not removed during milling operations shall be removed by hand at no additional cost to the Village. The hot-mix asphalt resurfacing shall be placed within 14 calendar days after the pavement surface has been milled. After 10 calendar days, if the bituminous surface has not been placed the Contractor shall maintain the entire base course at his own expense and in a manner satisfactory to the Engineer. Maintenance shall include the immediate repair of any defective or damaged portions of the base course due to climatic conditions or traffic. Method of Measurement and Basis of Payment. This work shall be paid for at the contract unit price per square yard of HOT-MIX ASPHALT SURFACE REMOVAL TO THE DEPTH SPECIFIED which shall include saw cutting, butt joints, removal of butt joints, all labor and equipment necessary to complete the above work. Page 20 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 HOT-MIX ASPHALT PAVEMENTS SPECIAL LEVELING BINDER (MACHINE METHOD), N50, SPECIAL HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, SPECIAL HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, SPECIAL Description and Materials. The Village has implemented the following material and installation standards that shall take precedence over IDOT Standards. Hot-mix asphalt pavements shall be constructed in accordance with Section 406 and other applicable sections of the Standard Specifications, Chapter 37 of the Bureau of Local Roads and Streets Manual and the following: 1. PG asphalt shall be PG58-28 for new pavements built over aggregate base and PG58-22 for overlays on top of existing asphalt pavement 2. Re-proportioning of IDOT verified mix designs may be allowed and must be approved by the Engineer. One field TSR test by the Contractor will be required to validate changes N50, Leveling binder shall have a minimum of 40% passing the #8 sieve. • N50, IL-19.0 mm Binder course shall have a minimum of 40% passing the #4 sieve. N50, IL-9.5 mm Surface course shall have a minimum of 40% passing the #8 sieve. 3. Pneumatic tired roller is required on all lifts, all mixes, except surface courses. 4. Auger extensions are required on all lifts, all mixes. 5. Reverse augers must be installed properly. 6. Paving of the full roadway width shall be completed at the end- of each day. Longitudinal joints shall be closed daily and within one truck load of HMA to prevent cold joints. Any violation shall require saw cutting edge back 3" to expose straight edge, shall be tack coated twice, and will be straight and uniform. 7. The requirements of Section 1031 of the Standard Specifications shall be modified as follows: Maximum RAP or FRAP percentage shall be 20% for all mixes. No RAS shall be used in any mixes. 8. AC voids shall be 3.5%. Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per ton for LEVELING BINDER (MACHINE METHOD), N50, SPECIAL, HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, SPECIAL or HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, SPECIAL which price shall include all equipment and materials required to complete the work as described herein. i Page 21 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT, BRICK DRIVEWAY REMOVAL AND REPLACEMENT or HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT Description. This work shall consist of patching existing HMA or P.C.C. driveway pavement at locations as directed by the Engineer, in accordance with Sections 301, 351, 406 and 423 of the Standard Specifications and as specified herein or replacement of brick driveway. Construction Requirements. The Contractor shall remove existing driveway pavement (concrete or asphalt-not aggregate base) and, if necessary, excavate in accordance with Sections 440 and 202 of the Standard Specifications in order to achieve appropriate finished grades. In areas adjacent to new curb, Contractor shall add Stone (CA-6) where necessary and had compact prior to the placement of PCC or asphalt. The proposed driveway patching shall consist of: A) 6" Portland Cement Concrete and 3" Aggregate Base Course, Type B if the existing driveway is P.C.C.; or B) 4" Hot-Mix Asphalt Surface Course, Mix "C, N50 and 5" Aggregate Base Course, Type B if the existing driveway is Hot-Mix Asphalt; or C) Replace existing brick and 3" of sand in identical pattern if the existing driveway is Brick. If brick is cracked or damaged, the contractor is responsible for replacing with similar size and color brick. All sawcutting; driveway pavement removal; preparation and compaction of the existing stone base; 4" Hot-Mix Asphalt Surface Course, Mix "C", N50, Brick and P.C.C. Driveway pavement will not be paid for separately but shall be included in this pay item. Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per square yard for PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT, BRICK DRIVEWAY REMOVAL AND REPLACEMENT or HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT, as the case may be, which price shall be payment in full for constructing this item as specified, including all materials, labor and equipment. PROTECTIVE COAT AND CURING OF P.C. CONCRETE This work shall consist of applying a combination curing and protective membrane to Portland cement concrete. Page 22 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 All exposed surfaces of newly placed concrete shall be cured by the application of a curing and sealing compound in accordance with Article 420.18 of the Standard Specifications and the manufacturer's recommendations. The curing and sealing compound shall be "Super Rez Seal" produced by the Euclid Chemical Company, or an approved equal. The concrete shall be cured in accordance with Article 1020.13 of the Standard Specifications. This work will be measured and paid for at the contract unit price per square yard for PROTECTIVE COAT, which price shall be payment in full for furnishing all materials, labor and equipment necessary to complete the work. TRAFFIC CONTROL AND PROTECTION The Traffic Control and Protection shall meet the requirements of Article 701, Work Zone Traffic Control and Article 702, Work Zone Traffic Control Devices of the Standard Specifications for Road and Bridge Construction adopted January 1, 2007. 701.01 Description" shall be replaced with the following: 701.01 Description This item of work shall include furnishing, installing, maintaining, replacing, relocating and removing all traffic control devices used for the purpose of regulating, warning or directing traffic during the construction or maintenance of this improvement. Traffic Control and Protection shall be provided as called for in the Plans, these Special Provisions, applicable Highway Standards, applicable sections of the Standard Specifications, or as directed by the Engineer. The governing factor in the execution and staging of work for this project is to provide the motoring public with the safest possible travel conditions along the roadway through the construction zone. The Contractor shall arrange his operations to keep the closing of any lane of the roadway to a minimum. Traffic Control Devices include signs and their supports, signals, pavement markings, barricades with sand bags, channelized devices, warning lights, arrow boards, flaggers, or any other device used for the purpose of regulating, detouring, warning or guiding traffic through or around the construction zone. 701.04 General," section "(b)" paragraph 4 shall be replaced with the following: The Contractor is required to conduct routine inspections of the work site at a frequency that will allow for the timely replacement of any traffic control device that has become displaced, worn or damaged to the extent that it no longer conforms to the shape, dimensions, color and operational requirements of the MUTCD, the Traffic Control Page 23 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 Standards or will no longer present a neat appearance to motorists. A sufficient quantity of replacement devices, based on vulnerability to damage, shall be readily available to meet this requirement. The Contractor shall be responsible for the proper location, installation and arrangement of all traffic control devices. Special attention shall be given to advance warning signs during construction operations in order to keep lane assignments consistent with barricade placement at all times. The Contractor shall immediately remove, cover or turn from view of the motorists all traffic control devices which are inconsistent with detour or lane assignment patterns and conflicting conditions during the transition from one construction stage to another. When the Contractor elects to cover conflicting or inappropriate signing, materials used shall totally block out reflectivity of the sign and shall cover the entire sign. The method used for covering the signing shall meet with the approval of the Engineer. The Contractor shall coordinate all traffic control work on this project with adjoining or overlapping projects, including barricade placement necessary to provide a uniform traffic detour pattern. When directed by the Engineer, the Contractor shall remove all traffic control devices which were furnished, installed and maintained by him under this contract, and such devices shall remain the property of the Contractor. All traffic control devices shall remain in place until specific authorization for relocation or removal is received from the Engineer. The Contractor shall ensure that all traffic control devices installed by him are operational, functional and effective 24-hours a day, including Sundays and holidays. 701.04 General' shall be modified by adding the following section: (G) PUBLIC SAFETY AND CONVENIENCE: The Contractor shall provide a telephone number where a responsible individual can be contacted on a 24-hour a day basis to receive notification of any deficiencies regarding traffic control and protection. The Contractor shall dispatch men, materials, and equipment to correct any such deficiencies. The Contractor shall respond to any call from the Village or its representative concerning any request for improving or correcting traffic control devices and begin making the requested repairs within two hours from the time of notification. Personal vehicles shall not park within the right-of-way except in specific areas designated by the Engineer. All roads shall remain open to traffic, the Contractor, may close one lane due to construction only between the hours of 9:00 a.m. and 3:00 p.m. on two lane roads, and shall maintain at least one lane in each direction on four or more lane roads, during the construction of this project. The Contractor shall also maintain entrances and side roads along the proposed improvement. Interference with traffic movements and inconvenience to owners of abutting property and the public shall be Page 24 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 kept to a minimum. Any delays or inconveniences caused by the Contractor by complying with these requirements shall be considered as incidental to the contract, and no additional compensation will be allowed. On two lane roads, the Contractor is to plan his work so that there will be no open holes in the pavement and that all barricades will be removed from the pavement during non- work hours. On four or more lane highways, there shall be no open holes in the pavement being used by the traveling public. Lane closures, if allowed, will be in accordance with the applicable standards, any staging details shown in the plans and other applicable contract documents. The Contractor shall remove all equipment from the shoulders and medians after work hours. No road closures or restrictions shall be permitted except those covered by Standard Designs without written approval by the Engineer. 701.04 General" shall be modified by adding the following section: (H) DEFICIENCY CHARGE: The primary concern of the Village is to maintain a safe travel way for the public and a safe environment for the worker in the construction zone. The Contractor is expected to comply with the Standard Specifications, contract plans, these Special Provisions, and directions from the Engineer concerning traffic control protection. The Contractor shall provide a telephone number where a responsible individual can be contacted on a 24-hour a day basis to receive notification of any deficiencies regarding traffic control and protection. The Contractor shall immediately respond correcting traffic control deficiencies by dispatching men, materials and equipment to correct such deficiencies. If the Contractor fails to begin corrections to the traffic control deficiencies within two (2) hours of the initial attempt of notification by the Village or its representative or fails to restore the traffic control and protection compliance with the specifications within eight (8) hours of the original attempt of notification, the Engineer may execute such work as deemed necessary to correct the deficiencies. The cost thereof shall be deducted from monies due or which may be due the Contractor. Failure to comply with directions from the Engineer for corrections or modifications to the traffic control and protection will result in a charge of $500.00 per calendar day. This charge is separate from the cost of any corrective work ordered. The contractor shall not be relieved of any contractual responsibilities by the Village's action. 701.07 Method of Measurement" is replaced in its entirety by the following: Page 25 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 701.07 METHOD OF MEASUREMENT These items of work will be measured on a lump sum basis for furnishing, installing, maintaining, replacing, relocating and removing the traffic control devices required in the Plans and these Special Provisions. 701.08 Basis of Payment" is replaced in its entirety by the following: 701.08 BASIS OF PAYMENT This work will be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION, which shall be payment in full for all labor, materials, transportation, and incidentals necessary to furnish, install, maintain, replace, relocate and remove all traffic control devices indicated in the Plans and Specifications. The salvage value of the materials removed shall be reflected in the bid price for this item. Delays to the Contractor caused by complying with these requirements will be considered incidental to the item for Traffic Control and Protection, and no additional compensation will be allowed. If the Engineer, shall require additional traffic control to be installed in accordance with standards and/or designs other that those included in the Plans. The standards and/or designs will be made available to the Contractor at least one week in advance of the change in traffic control. Payment for any additional traffic control required will be in accordance with Article 109.04 of the Standard Specifications. Revisions in the phasing of construction or maintenance operations, requested by the Contractor, may require traffic control to be installed in accordance with standards and/or designs other than those included in the plans. Revisions or modifications to the traffic control shown on the contract shall be submitted by the Contractor for approval by the Engineer. No additional payment will be made for a Contractor requested modification. In the event the sum total value of all work items for which traffic control and protection is required is increased or decreased by more than ten percent (10%), the contract bid price for Traffic Control and Protection will be adjusted as follows: Adjusted contract price = .25P + .75P [1±(X-0.1] Where "P" is the contract price for Traffic Control and Protection Difference between original and final sum total value of all work items for which traffic Where "X"= control and protection is required. Original sum total value of all work for which traffic control and protection is required. Page 26 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 The value of the work items used in calculating the increase and decrease will include only items which have been added to or deducted from the contract under Article 104.02 of the Standard Specifications and only items which require use of Traffic Control and Protection. In the event the Department cancels or alters any portion of the contract which results in elimination or noncompletion of any portion of the work, payment for partially completed work will be made in accordance with Article 104.02 of the Standard Specifications. 702.03 Channeling Devices" section "(b)", paragraph 1 shall be replaced with the following: (b) Barricades Type 1 and Type 1A Barricades are intended for use on lower speed roads and shall not be used where the normal posted speed limit is 45 m.p.h. or greater. The normal posted speed limit for construction area is 40 m.p.h. Type 1 and Type 2 Barricades shall not be intermixed within an individual string of barricades. Type 3 Barricades shall be used for road and lane closures and shall not be used for channelization or, delineation. Any drop off greater than 75 mm (three inches), but less than 150 mm (six inches), within 2.5 m (eight feet) of the pavement edge shall be protected by Type 1 or 2 barricades equipped with mono-directional steady burn lights at 30 m (100 foot) center to center spacing. If the drop off within 2.5 m (eight feet) of the pavement edge exceeds 150 mm (six inches), the barricades mentioned above shall be paced at 15 m (50 foot) center to center spacing. Barricades that must be placed in excavated areas shall have a leg extension installed such that the top of the barricade is in compliance with the height requirements of Standard 702001-05. All Type 1 and Type 2 barricades, shall be equipped with a steady burn fight when used during hours of darkness unless otherwise stated herein. Check barricades shall be placed in work areas perpendicular to traffic every 300 m (1,000 feet), one per lane and per shoulder, to prevent motorists from using work areas as a traveled way. Two additional check barricades shall be placed in advance of each patch excavation or any other hazard in the work area, the first at the edge of the open traffic lane and the second centered in the closed lane. Check barricades shall be Type 1 or 2 and equipped with a flashing light. 702.03 Channeling Devices" section "(c)" Vertical Panels, add the following: All vertical panels shall be equipped with a steady burn light when used during the hours of darkness unless otherwise stated herein or in the Plans. Page 27 SECTIONS D & E Village of Oak Brook 2013 Street Improvement Project CBBEL Project No. 120464 702.05 Signs" section "(a)" add as paragraph 7: Construction signs referring to daytime lane closures during working hours shall be removed, covered, or .turned away from the view of the motorists during non-working hours. TRAFFIC CONTROL PLAN Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. STANDARDS: 701301-04 Lane Closure, 2L, 2W, Short Time Operations 701501-06 Lane Closure, 2L, 2W Undivided for Speeds < 45 MPH 701801-04 Lane Closure, Multilane 1W or 2W Crosswalk or Sidewalk Closure 701901-01 Traffic Control Devices SPECIAL PROVISIONS: Sec 701 Work Zone Traffic Control and Protection Sec 1106 Work Zone Traffic Control Devices Check Sheet LRS 3 Work Zone Traffic Control Check Sheet LRS 4 Flaggers in Work Zones BDE 80209 Personal Protective Equipment BDE 80183 Reflective Sheeting on Channelizing Devices DETAILS: TC 10 Traffic Control and Protection for Side Roads, Intersections, and Driveways TC 13 District One Typical Pavement Markings Page 28 SECTIONS D & E Section E Special Conditions 1. EXPERIENCE: The Contractor shall have five (5) years of experience which is comparable in type and scope to this project and shall be approved as an installer by the manufacturer. The Contractor must also be IDOT prequalified to bid in Section 003 (HMA Plant Mix) types of construction which shall be strictly enforced for all bidders. 2. EMERGENCY 24 HOUR NAME AND TELEPHONE NUMBER: The Contractor shall provide the Engineer the name and telephone number of an individual in his direct employ who will be available twenty-four (24) hours a day, seven (7) days a week, to receive notification of any deficiencies regarding traffic control and protection and shall dispatch men, materials and equipment to correct any such deficiencies. The contractor shall respond to any call from the Village concerning any request for improving or correcting traffic control devices and begin making the requested repairs within two (2) hours from the time of notification. 3. RECORD DRAWINGS: Contractor shall keep one copy of the approved specifications, drawings, addenda, modifications and shop drawings at the site in good order and annotated to show all changes made during the construction process. These plans shall be available to the Village upon completion of the project. 4. TAX EXEMPTION: The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailers Occupation Tax (#E9997-4381-06). This bid cannot include any amounts of money for these taxes. Page 1 Cook County Prevailing Wage for April 2013 Page 1 of 8 Cook County Prevailing Wage for April 2013 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 36.200 36.700 1.5 1.5 2.0 12.78 9.020 0.000 0.500 ASBESTOS ABT-MEC BLD 34 .160 36.660 1.5 1.5 2.0 10. 82 10. 66 0. 000 0.720 BOILERMAKER BLD 43.450 47.360 2.0 2. 0 2.0 6. 970 14. 66 0.000 0.350 BRICK MASON BLD 40. 680 44.750 1.5 1.5 2. 0 9.550 12.00 0.000 0.970 CARPENTER ALL 41.520 43.520 1.5 1.5 2. 0 13.19 11.75 0. 000 0.530 CEMENT MASON ALL 42.350 44.350 2. 0 1.5 2.0 11.21 11.40 0.000 0.320 CERAMIC TILE FNSHER BLD 34.440 0.000 2.0 1.5 2.0 9.700 6. 930 0.000 0.610 COMM. ELECT. BLD 37.500 40.150 1.5 1.5 2.0 8.420 9.980 1.100 0.700 ELECTRIC PWR EQMT OP ALL 43.350 48.350 1.5 1.5 2.0 10.38 13.50 0.000 0.430 ELECTRIC PWR GRNDMAN ALL 33.810 48.350 1.5 1.5 2.0 8.090 10.53 0.000 0.330 ELECTRIC PWR LINEMAN ALL 43.350 48.350 1.5 1.5 2.0 10.38 13.50 0. 000 0.430 ELECTRICIAN ALL 42.000 44.800 1.5 1.5 2.0 12.83 13. 07 0.000 0.750 ELEVATOR CONSTRUCTOR BLD 49.080 55.215 2.0 2.0 2.0 11.88 12.71 3. 930 0. 600 FENCE ERECTOR ALL 33.740 35.740 1.5 1.5 2.0 12. 61 10.18 0.000 0.250 GLAZIER BLD 39.500 41.000 1.5 2.0 2.0 11. 99 14.30 0.000 0.840 HT/FROST INSULATOR BLD 45.550 48.050 1.5 1.5 2.0 10.82 11.86 0. 000 0.720 IRON WORKER ALL 40.750 42.750 2.0 2.0 2.0 13.20 19.09 0.000 0.350 LABORER ALL 36.200 36.950 1.5 1.5 2.0 12.78 9.020 0.000 0.500 LATHER ALL 41.520 43.520 1.5 1.5 2.0 13.19 11.75 0. 000 0.530 MACHINIST BLD 43.550 46.050 1.5 1.5 2.0 6.130 8.950 1.850 0.000 MARBLE FINISHERS ALL 29.700 0.000 1.5 1.5 2.0 9.550 11.75 0.000 0. 620 MARBLE MASON BLD 39.880 43.870 1.5 1.5 2.0 9.550 11.75 0. 000 0.730 MATERIAL TESTER I ALL 26.200 0.000 1.5 1.5 2.0 12.78 9.020 0.000 0.500 MATERIALS TESTER II ALL 31.200 0.000 1.5 1.5 2.0 12.78 9.020 0. 000 0.500 MILLWRIGHT ALL 41.520 43.520 1.5 1.5 2.0 13.19 11.75 0.000 0.530 OPERATING ENGINEER BLD 1 45.100 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER BLD 2 43.800 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER BLD 3 41.250 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER BLD 4 39.500 49.100 2.0 2.0 2.0 15.70 10.55. 1. 900 1.250 OPERATING ENGINEER BLD 5 48.850 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER BLD 6 46.100 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER BLD 7 48.100 49.100 2.0 2.0 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER FLT 1 51.300 51.300 1.5 1.5 2.0 11.70 8.050 1. 900 1.150 OPERATING ENGINEER FLT 2 49.800 51.300 1.5 1.5 2.0 11.70 8.050 1. 900 1.150 OPERATING ENGINEER FLT 3 44.35051.300 1.5 1.5 2.0 11.70 8.050 1. 900 1.150 OPERATING ENGINEER FLT 4 36.850 51.300 1.5 1.5 2.0 11.70 8.050 1.900 1.150 OPERATING ENGINEER HWY 1 43.300 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 2 42.750 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 3 40.700 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 4 39.300 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250 OPERATING ENGINEER HWY 5 38.100 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 6 46.300 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 7 44.300 47.300 1.5 1.5 2.0 15.70 10.55 1. 900 1.250 ORNAMNTL IRON WORKER ALL 41.800 44.300 2.0 2.0 2.0 12.86 15.81 0.000 0.550 PAINTER ALL 40.000 44.750 1.5 1.5 1.5 9.750 11.10 0.000 0.770 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2. 600 2.710 0.000 0.000 PILEDRIVER ALL 41.520 43.520 1.5 1.5 2.0 13. 19 11.75 0.000 0.530 PIPEFITTER BLD 45.050 48.050 1.5 1.5 2.0 8.460 14.85 0.000 1.780 PLASTERER BLD 40.250 42.670 1.5 1.5 2.0 10.85 10.94 0.000 0.550 PLUMBER BLD 45.000 47.000 1.5 1.5 2.0 12.53 10.06 0.000 0.880 ROOFER BLD 38.350 41.350 1.5 1.5 2.0 8.280 8.770 0.000 0.430 SHEETMETAL WORKER BLD 40.810 44.070 1.5 1.5 2.0 10.13 17.79 0.000 0. 630 nn n„,.irnnrr0000 k+- di,n/�ni z Cook County Prevailing Wage for April 2013 Page 2 of 8 SIGN HANGER BLD 30.210 30.710 1.5 1.5 2.0 4 .850 3.030 0.000 0.000 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 10.25 8.350 0.000 0.450 STEEL ERECTOR ALL 40.750 42.750 2.0 2.0 2.0 13.20 19.09 0. 000 0.350 STONE MASON BLD 40. 680 44.750 1.5 1.5 2.0 9.550 12.00 0.000 0. 970 TERRAZZO FINISHER BLD . 35.510 0.000 1.5 1.5 2.0 9.700 9.320 0.000 0.400 TERRAZZO MASON BLD 39.370 42.370 1.5 1.5 2.0 9.700 10. 66 0.000 0.550 TILE MASON BLD 41.430 45.430 2.0 1.5 2.0 9.700 8.640 0. 000 0.710 TRAFFIC SAFETY WRKR HWY 28.250 29.850 1.5 1.5 2. 0 4 . 896 4.175 0. 000 0.000 TRUCK DRIVER E ALL 1 33.850 34.500 1.5 1.5 2.0 8.150 8.500 0.000 0.150 TRUCK DRIVER E ALL 2 34.100 34.500 1.5 1.5 2.0 8.150 8.500 0. 000 0. 150 TRUCK DRIVER E ALL 3 34.300 34.500 1.5 1.5 2. 0 8.150 8.500 0. 000 0. 150 TRUCK DRIVER E ALL 4 34.500 34.500 1.5 1.5 2.0 8.150 8.500 0.000 0.150 TRUCK DRIVER W ALL 1 32.550 33.100 1.5 1.5 2.0 6.500 4.350 0. 000 0. 000 TRUCK DRIVER W ALL 2 32.700 33.100 1.5 1.5 2. 0 6.500 4.350 0. 000 0.000 TRUCK DRIVER W ALL 3 32. 900 33.100 1.5 1.5 2. 0 6.500 4.350 0. 000 0.000 TRUCK DRIVER W ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.000 TUCKPOINTER BLD 40. 950 41.950 1.5 1.5 2.0 8.180 10.82 0.000 0. 940 Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oi1 & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations COOK COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. TRUCK DRIVERS (WEST) - That part of the county West of Barrington Road. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. - 11 1 1 •1 1. _ C 1 1/ -T . M n n A ♦ /l^1/'1llT>nnnn 1 . A 1-41^11 Cook County Prevailing Wage for April 2013 Page 3 of 8 CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS ELECTRICIAN Installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data apparatus, coaxial, fibre optic and wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment, and residential purposes, including but not limited to, communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidental conduit, such that the employees covered hereby can complete any job in full. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of // •� / /• 1 1 m�Tm , / n n A ♦ /lV/1l�T�nnnn 1.1___ A 1' n/n n1 n Cook County Prevailing Wage for April 2013 Page 4 of 8 material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators; Hydraulic Cook County Prevailing Wage for April 2013 Page 5 of 8 Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches; Bobcats (up to and including 4-4 cu yd. ) . Class 4. Bobcats and/or other Skid Steer Loaders (other than bobcats up to and including 3-4 cu yd. ) ; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics. OPERATING ENGINEERS- HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dowell Machine with Air Compressor; Dredges; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with shear attachments; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than l cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) /2 ton capacity or more; Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; t,++.,•ii«n„<„ +�+o:i „�i�..o,, <,�; a�ifDkxro„+viii'2 OA A__10nnTrnonn I.,+— ni�ni�ni� Cook County Prevailing Wage for April 2013 Page 6 of 8 Scoops - Tractor Drawn; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper; Scraper - Prime Mover in Tandem (Regardless of Size) : Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven.. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Hydro- Blaster; Light Plants, All (l through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Tractaire; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. Bobcats (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1. Craft Foreman; Diver/Wet Tender; and Engineer (hydraulic dredge) . Class 2. Crane/Backhoe Operator; 70 Ton or over Tug Operator; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge) ; Leverman (Hydraulic Dredge) ; Diver Tender; Friction and Lattice Boom Cranes. Class 3. Deck Equipment Operator, Machineryman; Maintenance of Crane (over 50 ton capacity) ; Tug/Launch Operator; Loader/Dozer and like equipment on Barge; and Deck Machinery, etc. Class 4. Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More) ; Off Road Trucks (2 ton capacity or more) ; Deck Hand, Tug Engineer, Crane Maintenance 50 Ton Capacity and Under or Backhoe Weighing 115, 000 pounds or less; and Assistant Tug Operator. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. TRAFFIC SAFETY Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane ....r�,.-.---..,ra,.i/T)Ntm,.+,...rI'I nn n__rnnnvnnnn w+..... A r2nr�n� Cook County Prevailing Wage for April 2013 Page 7 of 8 markings, and the installation and removal of temporary road signs. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, -2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-.1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by i_�,----��-------,..._... a ca,.Imyim..+,...n 1) nn n__innnvnnnn t..+..., nrsn n 1 1 Cook County Prevailing Wage for April 2013 Page 8 of 8 landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. t At' inns n TESTING SERVICE CORPORATION Corporate Of/ice 360 S.Main Place,Carol Stream,IL.60188-2404 630.462.2600 • Fax 630.653.2988 Local Offices: Pavement 1701 W.Market Street,Suite B,Bloomington,IL 61701-2641 309.821.0430 • Fax 309.821.1242 Evaluation, 457 E.Gundersen Drive,Carol Stream,IL 60188-2492 630.653.3920 • Fax 630.653.2726 650-N.Peace Road,Suite D,DeKalb,IL 60115-8401 815.748.2100 • Fax 815.748.2110 401 Riverside Drive,Suite 24,Gurnee,IL 60031-5906 2013 Street Improvement 847.249.6040 • Fax 847.249.6042 RD Program 2235 23 Avenue,Rockford,IL 61104-7334 815.394.2562 • Fax 815.394.2566 203 Earl Road,Suite A,Shorewood,IL 60404-9446 815.744.1510 Fax 815.744.1728 Oak Brook, Illinois Christopher B. Geotechnical&Environmental Engineering Burke Engineering, Ltd. _ Construction Materials`Engineering& Testing Laboratory Testing of Soils, Concrete&Asphalt Geo-Environmental Drilling&Sampling GEOTECH-NICAt GROUP CAROL STREAM Local Office TESTING SERVICE CORPORATION Carol Stream, Illinois Local Of 457 E.Gundersen Drive,Carol Stream,IL 60188-2492 630.653.3920 • Fax 630.653.2726 January 29, 2013 Corporate Office: 360 S.Main Place,Carol Stream,IL 60188-2404 630.462.2600 • Fax 630.653.2988 Mr. Orion Galey Christopher B. Burke Engineering, Ltd. 9575 West Higgins Road Suite 600 Rosemont, Illinois 60018-4920 RE: L-79,653 Pavement Evaluation 2013 Street Improvement Program Oak Brook, Illinois Dear Mr. Galey: This report presents the results of a pavement evaluation performed for various streets in Oak Brook, Illinois. These geotechnical services were provided in accordance with TSC Proposal No. 50,241 dated January 15, 2013 and the attached General Conditions, which are incorporated herein by reference. This study covers approximately 8500 feet of pavement within the limits of Oak Brook, Illinois. The studied pavements include the following; Clear Water Drive, Hunter Drive, Windsor Drive, Canyon Lane, Sheffield Lane, Chatham Lane, Cambridge Drive and a private driveway near the northwest corner of 35' Street and Midwest Drive. The objectives of this work were to determine general pavement thicknesses, pavement composition and subgrade soil conditions so that recommendations for the rehabilitation and/or reconstruction of the streets could be made. Field Investigation and Laboratory Testing Fifteen (15) combination cores/subgrade borings were performed for this study. These locations are shown on the Core Location Plan included this report. The test locations were determined and marked in the field by representatives of Testing Service Corporation (TSC). Once they were spotted, JULIE (Joint Utility Locating for Excavators) was contacted so that the various underground utility lines could be cleared. At each location, the pavement was penetrated using a 4" nominal diameter, diamond-tipped core barrel. Once the pavement was penetrated and sampled, the boring was advanced using hand-auger methods, with the soil being sampled by manually driving a split-spoon sampler. Soil samples were described in the field with representative portions of each sample being placed in a jar with a screw- type lid. Upon completion of each test location, the core holes were backfilled and patched. i Providing a Full Range of Geotechnical Engineering,Environmental Services,and Construction Materials Engineering&Testing Christopher B. Burke Engineering, Ltd. L- 79,653 -January 31, 2012 At the end of the work day, the cores and soil samples were transported to our laboratory for testing. In the laboratory the core and aggregate samples were measured and described by an experienced laboratory technician. The thickness of each lift was determined according to procedures specified by ASTM D3549. The reported thicknesses are the average of four (4) measurements performed at the quarter points around the periphery of the core. The results of these observations and measurements are summarized in this report. Please note that the total bituminous concrete thicknesses were rounded to the nearest tenth of an inch with the base course thicknesses being rounded to the nearest inch. i. The subgrade samples were examined in the laboratory to verify field descriptions and also to classify them in accordance with the Unified Soil Classification System. Laboratory testing included water content determinations for all cohesive soils types. An estimate of unconfined compressive strength was obtained for all clay soils using a calibrated pocket penetrometer. Dry unit weight determinations were also performed on specimens of cohesive fill. The results of the laboratory testing performed on the subgrade soils are summarized on the sheet entitled "Report of Soil Test Data,"which is included with this report. Pavement Core Results The results of the pavement cores are summarized below. Clear Water Drive C-1 2.8" Bituminous Surface Course 1.3" Bituminous Surface Course 4.4" Bituminous Binder Course* 1.4" Bituminous Binder Course 9.9" Total Bituminous Thickness 2" Crushed Stone (1" maximum size to fines) * Fabric found on top of lift. Hunter Drive C-2 1.8" Bituminous Surface Course 3.8" Bituminous Binder Course 5.6" Total Bituminous Thickness 7" Crushed Stone (1" maximum size to fines) Windsor Drive C-3 1.7" Bituminous Surface Course 1.9" Bituminous Binder Course 2.5" Bituminous Binder Course 6.1" Total Bituminous Thickness 6" Crushed Stone (1" maximum size to fines) — I -2- Christopher B. Burke Engineering, Ltd. L- 79,653 - January 31, 2012 C-4 1.4" Bituminous Surface Course 3.4" Bituminous Binder Course 4.8" Total Bituminous Thickness 4" Crushed Stone (1" maximum size to fines) Canyon Lane C- 5 1.8" Bituminous Surface Course 1.5" Bituminous Binder Course 2.7" Bituminous Binder Course (not bonded to overlying lift) 6.0" Total Bituminous Thickness 4" Crushed Stone (1" maximum size to fines) C- 6 2.0" Bituminous Surface Course 1.8" Bituminous Binder Course 4.1" Bituminous Binder Course (not bonded to overlying lift) 7.9" Total Bituminous Thickness 4" Crushed Stone (1" maximum size to fines) C- 7 1.5" Bituminous Surface Course 1.9" Bituminous Binder Course 1.5" Bituminous Binder Course (not bonded to overlying lift) 4.9" Total Bituminous Thickness 3" Crushed Stone (1" maximum size to fines) Sheffield Lane C-8 2.2" Bituminous Surface Course 4.1" Bituminous Binder Course (not bonded to overlying lift) 6.3" Total Bituminous Thickness 4" Crushed Stone (1" maximum size to fines) C- 9 2.2'` Bituminous Surface Course 4.0" Bituminous Binder Course 2.6" Bituminous Binder Course 8.8" Total Bituminous Thickness 2" Crushed Gravel (1" diameter to fines) -3- Christopher B. Burke Engineering, Ltd. L- 79,653 - January 31, 2012 Chatham Lane C-10 1.9" Bituminous Surface Course 1.5" Bituminous Binder Course 2.7" Bituminous Binder Course (not bonded to overlying lift) 4.6" Bituminous Binder Course (not bonded to overlying lift) 10.7" Total Bituminous Thickness 3" Crushed Stone (1" maximum size to fines) c: C-11 2.0" Bituminous Surface Course 1.7" Bituminous Binder Course 2.5" Bituminous Binder Course 6.2" Total Bituminous Thickness 8" Crushed Stone (1" maximum size to fines) C-12 1.7" Bituminous Surface Course 2.3" Bituminous Binder Course (not bonded to overlying lift) 3.4" Bituminous Binder Course 7.4" Total Bituminous Thickness 2" Crushed Stone (1" maximum size to fines) C-13 1.6" Bituminous Surface Course 1.3" Bituminous Binder Course 3.0" Bituminous Binder Course(not bonded to overlying lift) 1.2" Bituminous Binder Course 7.1" Total Bituminous Thickness 7" Crushed Stone (1" maximum size to fines) Cambridge Drive C-14 1.1" Bituminous Surface Course 2.2" Bituminous Binder Course 19" Bituminous Binder Course (not bonded to overlying lift) 7.2" Total Bituminous Thickness 6" Crushed Stone (1" maximum size to fines). -4- i Christopher B. Burke Engineering, Ltd. L- 79,653 - January 31, 2012 Private Drive (NWC of 35th Street and Midwest Road) C-15 1.5" Bituminous Surface Course (Partially deteriorated) 1.5" Total Bituminous Thickness 5" Crushed Stone (1" maximum size to fines) Conclusions and Recommendations Pavement Rehabilitation/Reconstruction Observations of the cores revealed a lack of a bond between one or more of the bituminous lifts at eight (8) locations; C-5 thru 8, 10 and 12 thru 15. In cases of rehabilitation it is assumed that as a minimum that unbonded bituminous concrete lifts will be removed. The evaluation of the failed areas should be performed after the milling work has been completed. At this time additional failures may become evident. In the event deficient pavement conditions are noted, it will be necessary to remove the distressed pavement sections. Subgrade support for improvements will be related to the thickness of the existing granular base course materials as well as the condition of the subgrade soils. In areas where the bituminous concrete is entirely removed, the exposed granular base course should then be proof-rolled and observed for stability. The proof-roll should be performed using a heavily loaded 6-wheel dump truck or equivalent piece of construction equipment. Areas where the rutting depths of the granular base course are in the range of Ma to 1/4 inch should be marked out for partial or full depth patching with a bituminous concrete binder course mixture. If rutting depths are in the range of%2-inch or greater, the remediation of the underlying granular base course (and/or subgrade) by removal and replacement methods with granular materials should be scheduled. Undercut areas may be backfilled with crushed concrete, limestone or gravel that meet IDOT gradation PGE, CA-1, CA-3 or CA-7. In areas of a full depth replacement, a minimum of 4 inches of bituminous concrete over a minimum of 8 inches of CA-6 should be provided. In areas of heavy truck traffic, a thicker pavement section will be required. In areas where an overlay is performed, it is recommended that the compacted thickness of the surface be at least 1.5". Subgrade Remediation for Reconstruction The pavement encountered at C-15 consisted of 1%2' of bituminous concrete (deteriorated) over approximately 5' of crushed stone. Based on the condition of the pavement as well as its deficient - section it is assumed that it will be reconstructed. In cases where the pavement is completely reconstructed, the evaluation of the subgrade should be - performed at the rough planned subgrade elevation.. This evaluation should be performed when the soils are in a relatively dry condition and should be performed by means of a proof-roll using a heavily loaded dump truck. Areas which are noted to rut %2-inch or more should be further evaluated by means of an IDOT Cone Penetrometer. The upper subgrade soils encountered at the majority of the locations (i.e., C-1, 3 thru 7, 10, 12 and 14) revealed good support characteristics. At these test locations the water contents were below generally below 20 percent, the dry unit weight values were generally above 110 pounds per cubic foot (pcf) and the pocket penetrometer values generally exceeded 3.25 tons per square foot (tsf). -5- Christopher B. Burke Engineering, Ltd. L- 79,653 - January 31, 2012 Locations where marginal to poor upper subgrade conditions were encountered included Cores 2, 6, 11 and 13. At these locations the pocket penetrometer values ranged between 1.75 and 3.0 tsf with the water contents typically in excess of 20 percent. Undercutting of up to about 12 inches may be required in these areas. Undercut areas may be backfilled with crushed concrete, limestone or gravel that meet IDOT gradation PGE, CA-1, CA-3 or CA-7. The existing granular base course materials may also be considered for use as granular backfill in undercut areas if approved by the engineer. Closure The analysis and recommendations submitted in this report are based upon the data obtained from the fifteen (15) cores/borings performed at the locations indicated on the Location Plans included with this report. This report does not reflect any variations which may occur between these locations, the nature and extent of which may not become evident until during the course of construction. If variations are then identified, recommendations contained in this report should be re-evaluated after performing on-site observations. It has been a pleasure to assist you with this work. Please call if there are any questions or if we can be of further service. Respectfully submitted, TESTING SERVICE CORPORP�,ji4 ,�� 91M% C���ccw.re+ � REGISTE� Charles DuBose ';p EN I ft * Alfredo J. Bermudez, P.E. Vice President ? �'NEER �a� Senior Geotechnical Engineer Registered Professional En ergy••-`f.... Illinois No. 062-041049 CD:AJB:cn Enc. -6- i TESTING SERVICE CORPORATION 457 East Gundersen Drive Carol Stream, Illinois 60188 JOB NO: L-79,653 PROJECT: Pavement Evaluation 2013 Street Improvement Program Oak Brook, Illinois CLIENT: Christopher B. Burke Engineering, Ltd. - REPORT OF SOIL TEST DATA DEPTH WATER DRY UNIT UNCONFINED LOCATION BELOW CONTENT WEIGHT COMPRESSIVE SOIL DESCRIPTION SURFACE (PERCENT) (IN PCF) STRENGTH IN TSF Clear Water Drive C-1/S-1 0-1.0' Pavement Section C-1/S-2 1.0'-1.8' 17.7 111.6 3.5* Fill-Black silty CLAY,little sand, trade gravel,moist(CL) C-1/S-3 1.8'-3.0' 10.1 124.3 4.5+* Fill-Brown and gray silty CLAY, some sand,trace gravel,moist(CL) Hunter Drive C-2/S1 0-1.1 Pavement Section C-2/S2 1.1'-3.0' 19.6 106.6 1.75* Fill-Brown silty CLAY,some sand, trace gravel,moist(CL) Windsor Drive C-3/S-1 0-1.01 Pavement Section C-3/S-2 1.0'-3.0' 16.4 114.7 4.5+* Fill-Gray and brown silty CLAY, little sand,trace gravel,moist(CL) C-4/S-1 0-0.8' Pavement Section C-4/S-2 0.8'-1.6' 15.3 119.1 3.0* Fill-Gray and brown silty CLAY, little sand,trace gravel,moist(CL) Canyon Lane C-5/S-1 0-0.8' Pavement Section C-51S-2 0.8'-3.0' 19.9 109.6 3.0* Very tough brown and gray silty CLAY,little sand,trace gravel, moist(CL) C-6/S-1 0-1.0' Pavement Section C-6/S-2 1.0'-3.0' 30.5 92.4 2.0* Black clayey TOPSOIL,trace sand, moist(OL) Christopher B. Burke Engineering, Ltd. - L- 79,653 - January 31, 2012 DEPTH WATER DRY UNIT UNCONFINED COMPRESSIVE LOCATION BELOW CONTENT WEIGHT SOIL DESCRIPTION SURFACE (PERCENT) (IN PCF) STRENGTH IN TSF Canyon Lane(continued) C-7/S-1 0-0.7' Pavement Section C-7/S-2 0.7'-2.8' 18.3 110.6 1.5* Tough brown and gray silty CLAY, little sand,trace gravel,moist(CL) Sheffield Lane C-8/S-1 0-0.81 Pavement Section C-8/S-2 0.8'-1.8' 17.3 114.8 3.5* Fill-Gray and brown silty CLAY, little sand,trace gravel,moist(CL) C-8/S-3 1.8'-3.0' 23.9 102.4 2.0* Tough to very tough gray and brown silty CLAY,little sand,trace gravel,moist(CL) C-9/S-1 0-0.91 Pavement Section C-9/S-2 0.9'-3.0' 18.1 111.0 3.25* Very tough brown and gray silty CLAY,little sand,trace gravel, moist(CL) Chatham Lane C-10/S-1 0-1.2' Pavement Section C-10/S-2 1.2'-2.0' 16.6 116.3 3.25* Fill-Gray and brown silty CLAY, little sand,trace gravel,moist(CL) C-10/S-3 2.0'-3.0' 22.1 102.5 1.5* Tough gray and brown silty CLAY, little sand,trace gravel,moist(CL) C-11/S-1 0-1.2' Pavement Section C-11/S-2 1.2'-2.0' 23.6 102.9 2.5* Fill-Gray and black silty CLAY, little sand,trace gravel,moist(CL) C-11/S-3 2.0'-3.0' 18.7 110.0 2.5* Very tough brown and gray silty CLAY,little sand,trace gravel, moist(CL) C-12/S-1 0-0.8' Pavement Section C-12/S2 0.8'-3.0' 18.1 113.2 4.5+* Hard brown and gray silty CLAY, little sand,trace gravel,moist(CL) C-13/S-1 0-12 Pavement Section C-13/S-2 1.2'-3.0' 21.6 106.4 3.0* Very tough brown and gray silty CLAY,little sand,trace gravel, moist(CL) Cambridge Drive C-14/S-1 0-1.1' Pavement Section C-14/S-2 1.1'-3.0' 19.2 111.0 4.5+* Hard brown and gray silty CLAY, little sand,trace gravel,moist(CL) -9- Christopher B. Burke Engineering, Ltd. L- 79,653 - January 31, 2012 DEPTH WATER DRY UNIT UNCONFINED LOCATION BELOW CONTENT WEIGHT COMPRESSIVE SOIL DESCRIPTION SURFACE (PERCENT) (IN PCF) STRENGTH (IN TSF) Private Drive(near NWC of 35'"Street and Midwest Road) C-15/S-1 0-0.6' C-15/S-2 0.6'-1.4' 15.4 113.6 3.25* Fill-Black and gray silty CLAY, little sand,trace gravel,moist(CL) C-15/S-3 1.4'-1.5' Fill-Black SAND and GRAVEL, moist(SP/GP) * Approximate unconfined compressive strength based on measurements with a calibrated pocket penetrometer. L_ -10- GENERAL CONDITIONS Geotechnical and Construction Services TESTING SERVICE CORPORATION 1.PARTIES AND SCOPE OF WORK: If Client is ordering the with its contract"Contractor"as used herein shall include fh the event Silent is unwilling or tifiable io limit services on behalf of another,Client represents and warrants subcontractors, suppliers, architects, engineers and for which TSC may be liable in accordance with the pro ' ons that Client is the duty authorized agent of said party for . construction managers, set forth in the preceding paragraph,upon wr' request the purpose of ordering and directing said services,and in of Client received within five days of Client cceptance of such case the term"Client"shall also include the principal Information obtained from borings,observations and analyses TSC's proposal together with paymen an additional fee for whom the services are being performed.Prices quoted of sample materials shall be reported in formats considered In the amount of 5%ofTSC's estm&d cost for its services and charged by TSC for Its services are predicated on the appropriate by TSC unless directed otherwise by Client (to be adjusted to 5%of th ount actually billed by TSC conditions and the allocations of risks and obligations Such information is considered evidence,but any Inference Zarenged on the p ' ctattime of completion),the limit expressed in these General Conditions. Unless otherwise or conclusion based thereon Is,necessarily,an opinion also hall increased to$500,000 or the amount stated in writing, Client assumes sole responsibility for based on engineering judgment and shall not be construed chever is the greater.This charge is not to determining whether the quantity and the nature of the as a representation of fact Subsurface conditions may not s being a charge for insurance of any type, services ordered by Client are adequate and sufficient for be uniform throughout an entire site and ground water d consideration for the exposure to an award Client's intended purpose. Unless otherwise expressly levels may fluctuate due to climatic and other variations. . assumed in writing,TSC's services are provided exclusively Co nstruction materials may vary from the samples taken. for clientTSC shall have no duty orobligation otherthan those Unless otherwise agreed in writing,the procedures employed 11. INDEMNITY: Subject to the provisions set forth herein, duties and obligations expressly set forth in this Agreement by TSC are not designed to detect intentional concealment TSC and Client hereby agree to indemnify and hold harmless TSC shall have no duty to any third party. Client shall or misrepresentation of facts by others. each other and their respective shareholders, directors, communicate these General Conditions to each and every officers, partners, employees, agents,subsidiaries and party to whom the Client transmits any report prepared by 7. DOCUMENTS AND SAMPLES: Client is granted an division(and each of their heirs,successors,and assigns) TSC.Ordering services fromTSC shall constitute acceptance exclusive license to use findings and reports prepared from any and all claims,demands,liabilities,suits,causes of of TSC's proposal and these General Conditions. and issued by TSC and any sub-consultants pursuant to action,judgments,costs and expenses,including reasonable this Agreement for the purpose set forth in TSC's proposal attorneys'fees,arising,or allegedly arising,from personal 2.SCHEDULING OF SERVICES:The services setforth in this provided that TSC has received payment in full for its injury,including death,property damage,including loss of use Agreement will be accomplished in a timely and workmanlike services.TSC and,If applicable,its sub-consultant,retain thereof,due in any mannerto the negligence of either of them manner.If TSC is required to delay any part of its services all copyright and ownership interests in the reports,boring or their agents or employees or independent contractors.In to accommodate the requests or requirements of Client, logs,maps,field data,field notes,laboratory test data and the event both TSC and Client are found to be negligent or regulatory agencies,or third parties,or due to any cause similar documents,and the ownership and freedom to use atfault,then any liability shall be apportioned between them beyond its reasonable control, Client agrees to pay such all data generated by it for any purpose.Unless otherwise pursuantto theirpro ratashare of negligence orfaultTSC and additional charges,if any,as may be applicable. agreed In writing,test specimens or samples will be Clientfurther agree thattheir liabilityto any third party shall, disposed immediately upon completion of the testAll drilling to the extent permitted by law,be several and not joint The 3.ACCESS TO SITE TSC shall take reasonable measures samples or specimens will be disposed sixty(60)days after liability ofTSC underthis provision shall not exceed the policy and precautions to minimize damage to the site and any submission of TSC's report. limits of insurance carried by TSC.Neither TSC nor Client improvements located thereon as a result of its services or shall be bound under this indemnity agreement to liability the use of its equipment;however,TSC has not included in 8.TERMINATION:TSC's obligation to provide services may be . determined in a proceeding in which it did not participate its fee the cast of restoration of damage which may occur.If terminated by either party upon()seven days prior written represented by its own independent counsel.The indemnities Client desires or requires TSC to restore the site to its former notice. In the event of termination of TSC's services,TSC provided hereunder shall notterminate upon the termination condition,TSC will, upon written request, perform such shall be compensated by Client for all services performed up or expiration of this Agreement,but may be modified to.the additional work as is necessary to do so and Client agrees to and including the termination date,including reimbursable extent of any waiver of subrogation agreed to by TSC and to pay to TSC the cost thereof plus TSC's normal markup for expenses.The terns and conditions of these General paid for by Client overhead and profit Conditions shall survive the termination of TSC's obligation to provide services. 12 SUBPOENAS:TSC's employees shall not be retained as 4.CLIENT'S DUTY TO NOTIFY ENGINEER:GlieRt FePFBSeFi expert witnesses except by separate,written agreement end waffafF s that Client has advised TSC of any known or 9.PAYMENT: Client shall be invoiced periodically for services Client agrees to pay TSC pursuant to TSC's then current fee suspected hazardous materials,utility lines and underground performed. schedule for any TSC employee(s)subpoenaed by any party structures at any site at which TSC is to perform services days of its receipt Client further agrees to pa rest on as an occurrence witness as a result of TSC's services. under this agreement ail amounts invoiced and not paid or o ' ed to in writing for valid cause within sixty(6&4afs at the rate of twelve 13.OTHER AGREEMENTS:TSC shall not be bound by 5.DISCOVERY OF POLLUTANTS:TSC's services shall not (12 1Y.)perannum(orJeAikm&m interestrate permitted by any provision or agreement 01 requiring or providing for include investigation for hazardous materials as defined by applicable law ' ever is the lesser)until paid and TSC's arbitration of disputes or controversies arising out of this the Resource Conservation Recovery Act,42 U.S.C.§6901, costs ectian of such accounts,including court costs Agreement or its performance, a wherein TSC waives any et,.seq.,as amended("RCRA")or by any state or Federal rights to a mechanics lien or surety bond claim; (iiti that statute or regulation. In the event that hazardous materials conditions TSC's right to receive payment for its services are discovered and identified by TSC,TSC's sole duty shall 10.WARRANTY: TSC's professional services will be upon payment to Client by any third party or(iv)that requires be to notify Client performed,its findings obtained and its reports prepared TSC to indemnify any party beyond its own negligence These in accordance with these General Conditions and with General Conditions are notice,where required,thatTSC shall 6. MONITORING: If this Agreement includes testing generally accepted principles and practices.In performing its file a lien whenever necessary to collect past due amounts. construction materials or observing any aspect of construction professional services,TSC will use that degree of care and skill This Agreement contains the entire understanding between of improvements, Client's construction personnel will ordinarily exercised undersimilar circumstances by members the parties.Unless expressly accepted by TSC in writing verify that the pad is property located_and sized to meet of its profession.In performing physical work in pursuit of prior to delivery of TSC's services,Client shall not add any Clients projected building loads.Client shall cause all its professional services,TSC will use that degree of can; conditions or impose conditions which are in conflict with tests and inspections of the site, materials and work to and skill ordinarily used under similar circumstances.This those contained herein,and no such additional or conflicting be timely and properly performed in accordance with warranty is in lieu of all other warranties or representations, terms shall be binding upon TSC.The unenforceability or the plans,specifications, contract documents,and TSC's either express or implied.Statements made in TSC reports invalidity of any provision or provisions shall not render any recommendations. No claims for loss,damage or injury are opinions based upon engineering judgment and are not other provision or provisions unenforceable or invalid.This shall be brought againstTSC unless all tests and inspections to be construed as representations of fact Agreement shall be construed and enforced in accordance have been so performed and unless TSC's recommendations with the laws of the State of Illinois.In the event of a dispute have been followed. arising out of or relating to the performance of thisAgreement, negligentin performing professional services orto h made the breach thereof or TSC's services,the parties agree to .. TSC's services shall notinclude determining or implementing and breached any express or implied warrant resentation try in good faith to settle the dispute by mediation under the means, methods,techniques or procedures of work or contract,Client,all parties claimi rough Client and the Construction Industry Mediation Rules of the American done by the contractor(s)being monitored or whose work is ail parties claiming to have in way relied upon TSC's Arbitration Association as a condition precedent to filing any being tested. TSC's services shall not include the authority services or work agree t e maximum aggregate amount demand for arbitration,or any petition or complaint with any to accept or reject work or to in any manner supervise of damages forwhl C,its officers,employees and agents court Paragraph headings are for convenience only and shall the work of any contractor.TSC's services or failure to shall be li limited to$50,000 or the total amount of not be construed as limiting the meaning of the provisions perform same shall not in any way operate or excuse any the fe id to TSC for its services performed with respect contained in these General Conditions. contractor from the performance of its work in accordance . � REV 02/08 n O z cj �:u • w LL- ,� 0 0 a J LLI Z LO n W � I W N. � � rn -� n- U N f r _ • A o O Q W m H P Of = Q Mm p U I I D Do W a a' Q O O D c0 k �fr I N Z Li 0 ry O cn J _ W In J ZD of - - Z n I LO 0 � Q N g u ja t r _ (O y� z 0- to < �- (AO W Z ZLUQ � OWE -' .` QOcn0 _ 00- 00 LIJ Y � a Y v ✓ OW � Q � 0 U - M � ti SCALE 1" = 100' r 1 `tics 4 ... eve ,.. ' h LEGEND CORE LOCATION PLAN DRAWN BY: TRP PAGE N0. 2013 STREET TESTING SERVICE CORP. CHECKED BY: CRD IMPROVEMENT PROGRAM 457 EAST GUNDERSEN DRIVE 2 OF 3 VARIOUS ROADS CAROL STREAM, ILLINOIS 60'188 JOB NO. : L-79,653 OAK BROOK, ILLINOIS DATE: 01 -29- 13 f SCALE 1" = 100' F , r xy uW Am,4 h s ` e ?T W. Y LEGEND CORE LOCATION PLAN DRAWN BY: TRP PAGE NO. 2013 STREET TESTING SERVICE CORP. CHECKED BY: CRD IMPROVEMENT PROGRAM- �� 457 EAST GUNDERSEN DRIVE VARIOUS ROADS CAROL STREAM, ILLINOIS 60188 JOB NO. : L-79,653 3 OF 3 OAK BROOK, ILLINOIS DATE: 01 -29- 13 ' '+� ® 33x nnnnnnnnnn nnnnninn���n nm n m m m m m m m m m m mmmma Dn iK,A...zzz m o rvo r av T�m - °mx gr 3:n xmNCNVi'o�Dno Dnnm 'acv o zn o yo roy nnnnnnnnnnnnnnnnnnnnnnnnnnnnna mmmmmmmmmmmmmmxnn aaasnaan cc o000000000000arrr-Smmmmmmy cT9oo-- <c�NAm�m,mnn'm mmNCCCaAayyNZ?:�� ooKK�9zzz,zZ c �oznA D9 nn�-mxx o fc �' Ay-ZiCCm�. n�mmrNN yyyy y=Ni�nFmO;a22nZ x Jc�cNC���90m�ymN< m Z O n o O Z m ry(m'1 <yy °ym��-n- ° mm1Z*1° z m O mm C O O C° ° m y A A Z D m Z C y O 0 9 2 Z m F ti N N O 9 < S D m m O < Z D r f➢Zin mOm9 m I m 9 m n m , L6-i-I 0311551 � 9 0 0 0 n O n n O n 0 .............n n n S F y Z A 9 Z<S < n 9 Z m r 2 1mn N N a- m m n x n A r m n m➢ti`-9 m y D-+ T<C O < <O ......m"on n �z«caoan alnnN9 m99 CC°OOO zoo 000 Dnmy - �m°n nn�nn c'�c=i�snff°c�yD-. °mm S 2 y C Z «m; F Z m m <m m D O F m m 0 °m n A 9 9 9 D m z D N N r N p n m rtmi Z O p O S O r Z Z K¢ -�p i m�r r r r r y Z N Z-ni 2 y 0y y0 0 C Ommm M. OOII�A-��DDD➢➢+i�rjn n0 Z <mm m nyAAp00 9 ° > Z m n A y----- ° Z Z D O O O O O m y N K y am �v" aaA mom m'Z ry DOr mm °9<An Zoa�Ii o1n" m = - m <D O °,m Z-O O m Z O< m z S t < �z y cn A r m C 9 m ——zzzz zzzzTS�3;33�m3Cni3:srrrrTrrrrrzz�----------xxxx�xxx ;«nrFmmn o om-33 xmD Zn yv-�zN3,p-1A�<NN?o�rmoFnoCOF O �o-�o nwwvyoxx x r sc" H n a asaa°zzzzazzaa;����;�mmma�;grrrrrrrrrrxxc��ZZZZZ��xxxxxxxx a9 o,DOnn 000---- an_ coo---- 000c-.N n oo�oynmm <myz--- ���r� °m-�i��°i y-�.O RyiSrS�CZ')CZ]mmyyylZn000ZZZpm titrn2 A'�mA2 <00 Sx2�ZO y�lm C, °092 AO Ar Nmm y N�yv°z a-zwfe tp - mm mzN n a oa%D zz zO zanrFnom°om mz° rmom�zA�r�m my�-rni mm'^ voy°i° m 9 n ao yy < F-mm vDm r zz a x z z zD m zn `'x r r = -' v A zm i � 5 A O � C O A A A NO3 OO�mNm�O�F�2N SlN*�lNn➢D9000pmR91�I9nnmmnm� 9 Ar�..1 �9mAT�00yn ZO m - °n v 9OnNZmF F -+C yv 3:Z, o o Z a x - m .......... -Ni0 0 0 0 9�0 0 0 0 S S S m m➢D 0 0 0-- 9 9 9 9 9 9 9 9 0 0 0 0 0 0 C O O O m D C C C C m m O C O C m D D➢n n O m m m--➢!fin m Z Z ti<ti ti N o a r-mmmma xx Fr-� mn n anyy. >.mo 3;or�° �_n�nr°aa=moo v'ma9nmmm ooi°z°Omer r m m m «mrmivr�z� 09 ior<n <ya z r �m y A ES minilzD D yC p o_ O 9 Om,y 2 Z F < yZ ZO mp A y;mCZina < Z Z,Z _ p Q < y C A y Z Z 1^ , m m y y.m N m yC N S n 9 T m m Z O y 0 0 Z nz <p om z n m vn < z �m a o So z A m °z Jy F° x-� O"�rN ZNCImO ViO;�y'0m�y�y y��N m m N N N N A-Ni<N�nDmO D a Z 1� a z c1c�1 z m z O W I<�1 InD D-�N��Z° CA 9ASn00000�1~'1!1!~n!'RtD CCC ayyyyytiyn y a y y y A y y y A y S <G '0 m 14 9 D m F F 3:L.r r r 2 2 9 A S A A O O m D➢ Z71 l< TmZ Nlm�f lm�l(mnmm�m V=lOnml<nnA A(=jy9Amyyya p Q yopp9ni���n��y mmmnn <�- ix Axx Zz<nmm ;romma °ca« rD-��mm nn_^NamanDOOO-�-. mrr� N�z.m9 Fz sm o iir rA vvamx a9mmm a oov C y a°Z m 9 V n tCD"x m m n Z N N Z Z A m<Rt Z< C 2 F D a m z ti =p o rr, '� N 000c, y r°mnv y o °z m 'o om z o. �y�m fns mNrr° v°o n m �zD ai 9m N ..Z Z W 000 moc ° 2 °m c> m rn my z is n om c r z A < o m m o nNy om z a <�a x 1. z x 0 0 0 0 0 c oc [ c c 0 D c ° C C C C C ` m y y 0 0 0 0 1 o ° ° n o,m m °m a m m m m � m ° T m m m m w m m ° ] ° x � o o n n ] u y T N - G n n y _ ° O_ L6-t-t Q31551 m n O m ° Ix a m o o O o o m o a ® o > I9 =o 0 c - ; o m o o 00 0 m o m N µma c a a z - w m m m N m w P:7 z n m T r 9 ° z -4 T ° n m o m r m y m o ° y m > > j m y m m y m � I � I 0 I� • O i I I I jr, — o f� I IX I i I I m � I I S v ° p o c o 0 3 C ]µ a fl E o a o m m a ° m C m 7 j ° ] Y T 0 C m 9 ° s r T M c ° o y o m m cn j , N m n C W v IQ ® Ix a m cn ° Z Z to -Z Z pp i it m V� Vi � � y • 1 W � � � ) � � � /I� I I I9 I9 v_ n z rn m µ 3 v m O 0 4 3 ] o m F � � m J m Q y 17 CD 11 0 n N T - - Z IBC I a I a 0 m N m O 1 ] ] J n ol N j 6 O m o £ p m m p m � ° m a o 0 o a + o O c m ] p m j � cn m a Q m m j 5 m N y n - I I I I I I I 19 I� o i 9 I I I o o £ mn ] ° n °i °u • m m nn n n v n m m m ] F E O O O m C m N T 3 Cl) cn y a ZCO � O r o ado b Gzzm 0 ° ° o Z m — n m m m m w-t-t ansm Ix �I�� m ® Ix j - - 0 © 0 ® IS 9r l N 0 m C J O n O = N m C 0 ivm Nm —m rJ0 3 0 ] ] m F 0 C F F F p N O F CA VJ CA o IX o a C D rn I l l t l I I = c b -zz � myyr- a a D D a a C C C C C C C C C c c c c c c 0 0 0 0 o a o 0 0 0 0 0 0 0 o a s c a a o o a I I I O O m O T ] J ] ] ] J O p > J J z O L6-1-i U3155I N Ix �1N0 �1N0 �1N0 �1N0 �1N0 �1N0 � � y m o D o c 9 i o m a 5 0 0 0 0 D o 0 0 p m C G7 m 3 o T w o ? q o o n C b F O O O O O m C C H ] 3 Y m m rn y H 3 3 3 CA H CO) n a ® Ix IX ® Ix v � o acv ' a �rn ca o m o n o x o o o o 9 a m so = ° o. o ¢ v m » m £ n c m m m o o = p E ? w = T rn 3 m ICA o c �_ y n o o m n N r r r o ] m ] rm 0 _ w 2 m m T a-1-1 msm w a o o N lx I x D n I I I i a N N n n D I h a T is D Ln f) O � I x. m ° ° m ° v o o o ® 4 _ 37 3 [ ] O 0 o N o ] n a o °, ? s m o m N a T d A 6 N a µ m m 4 m n ° m m I I I I I I I I I I I lX I <~ v lx 1 I 1 I I I I I I 1 I I JInIL � I I I I V I I u 9 o m� mrm< l I I 2 0 - S o =o °o °-.o] °,a �,°° gµ µ �o' °-o gm Vim . O vii in� via -m N O j 0 N o m f N cn - f F O O 0 G N a c O W D lac o n C � a o m "� o_ = p 1, -ZZpp a+ �N1 C/l y O O sib s€!> sue_ ��� s$ --► O O l� o �c c NF NF y- N1 N1 c K K N CJ m O m 0 m m ..m c ; ] ] o a m A a j j r 9 O O ? A a a A r m m m O O £ E m m rn _ c ^' _ ro n n a 'a r '- a _ o c m 0 o O p F N _ _ D m O F - _ o 16-1-I 031551 "� _ Ix � � 0 I If JAS ��S 9 m m 0 0 N O ? o c c C o_ m m o m + n i N o - � _ - m a � N I Im I I i I � I i I 1 m0 O m0 O C L'+ F F N N N r - 0 i ° 9 c O T -t µ O_ O o v O n O m nO-T J J O O m m n O 3 o r ° C If�R N m m q IH S m Z o m o m 0 3 m 3 3 3 cn Im X o a C D m � � I col CA El R El o � p _ N .o o x x < O a J m w j - C O A m N n r m o L6-h[ P3mm N 'd j o tm N m M O rn C J w Z Nnf yl � 0 0 o m < 1Ir1111i 7 z ■ O 8 X © 0 rt B © t � � Z m D F f i C 6 p 0 p 1 O N p m m C m j G� C m 1n X m N S T X N y ! i i I n I a Z oho o Ix ® o o Ix ® Ix coonCA I C2 b -zzc n a J CA CA p I • # la m CA 19 9 p F � 9 m µ N T 16-F1 U71551 ] C., m � O � o m s g = N m µ - am m� e c mu ° n j p o E ~ 3 Z. : j c o µ ? mo _ o m Y m RI o o CW W : ut 0 7 r z = 30 cli lo 3 !p o s c 0 a Q a a co 41 o m 3 ' o o m s r g m r Z o a o IN O to 4.j m 4'-0" 11.2 mi to -0'• 11.8 ml T - � w � m < ® z ST °o m s. Z o g ° o p m ~ 1 O ]O mm N n C o CTY o' O Z —� a o o0 o Q. fia 3mm mm y mnn T c C o C O - E m o 0 = c m a,n Z c a_ im o m n o: —pa 3 a C 3 3 � �• n o 000 m p0 m o m w N P m £ o m to mo J 0 C7 ]O 'm o 1P T _ m y a 320. )w M CA r 'o , O y w Y m O T + in3 Z m a Cl) n 3 a m m a� m m :' o t/4 lo cz CA CC m \ z D m t m o T o z o a 4 16(4001 min. (100) 36(9001 max. 11 (401 cl.(ty0•) 3 O 9 3 n 0 is-o-i vsrssl rn m o N - m O Z p 3 m 1 J 0 ° 3 o n 0 3 c � m im °im mm J �0 l a v J m 1 o 11 (40) cl.(tyP.l m� m m 0 3 0 ° a o z a z — A ~ T r z z m s o y z a rt(751 4 o C m m (1001 m m n ° en ° a a m a rt( J % w a — cz J O °z rn 3 4 = a iz m sa o b s (75) (700) c c ° — — a m c' �?mrt £Nin as °—m ten' °q c° £ —a p,KO 3_J w°Om D 3—n µ9m a 11 (401 o I ; m 3 J ;o c4.(typ.) m r04 3az a] co 3 Qm N J n o O m m N 0E o a Jj J£ fJ D mm O.O a 0 0 3 o m m°g H3 m m Variable (1501 20' 16.10 m)-max- 11 140) cl.(typ.l Inlet _ — o Lfi-(-E MISS 3 � O m 3 r o m o m a g i a i c]m r O N + o � a o ] j m m�Q a m 9 ja Z 6 a S Outlet -al (150) °m a °- o m It, (40) m o m H C cl.ltyp-1 o a a° (751 mm o qo N W m a �m n m a rrn o 3 nn O o m m rt m o a 3 0 I m °om o ♦_ m'm n 15• �° m a i, Z (3801 °m o C7 0 m p a y a C7 c o i a 0 0 11 t401 3 m cl.(typJ o 6 Variable (1501 20'(6.10 ml max. .� - - o D o - m 4 3 p o S c m m o c 3 N J N m J G N o y m + o m o m m C a a a m m o a 3 N Um 00, a O [l aI ; 9 3 3 3 z o m �� c a?m 9' m o ]m � _a pa x?0 m n rt �m �m na -m ]m 4� 3 3'•j y z m m °° 1 m o m O m Z m No 4 _ 3 P: + iv 3 cz O m GG CEO aoQ£y b m v m, nor _a < 4 7 W W m 7"'. n o op _3 �3 m° m 3 m o H ® Length 0z 0 la °a y o -m 6 fI for a (90 t a v n 36 (900)riser 9(2251 for 4'-0" (1.2 ml and (1.5 ml risers awsm - a �y m Sea aPPllcable Standards mIZ p +ZT o° a 1 (25) ci. - om om am + \ 0 'o ff °aN NNO 7N � ° m Ia i m _ > m 3 3 g n o a �a m a rt 9+ 3+ j 3 o me c O rip- z a p I n \ c m Z _ M m° m = vn m m O L c m p K -Zl aIC� 9 p °ma r tagz Or J�Oo L7 G9 = oqc a C _ S v m C aao 4 a ° o ago u -1 g o O (1001 +''v 2 m N oa - O n a� 0 o m m m 3 0 0 m� _ m C 7 F µ a m° 6(15(l)for m 36(900) riser 3 m m m \ �HI r? v n 9 (2251 for 4 5 0 g 4'-0" 11.2 ml and 5'-0"(1.5 ml risers o \ F ° n 2y 2 m 0 Nomm m cn z i �SOI - mm ml� ' cN m° z "a mw m'-� omc �Z � mom,-°om O0 y r^ a o 'o m zs) a o N rm n ,aoNO - ? m N £' °a�mo� r %o t m O O 3 �] m m o a P19 m om°m°m N ro z Qa ma m b � � J m°—°gym �►o� n � m �• ac ma M m� C � °o R 3 L6-1-1 U3fI55f 4 (1001 3 (75) min. min. embedment r C r O jti w Z o C mo im m no cm a m a m aF m n J _ o o � m m n < a µ = n m °w n n m vl v n £ o 0 tZii T C7 a �{ O a _= a io n m 3 o D (13) �m I m m 4 f i m° a m Z z a = =n CA � r w a m 3 O o = Z N S - � C/1 �' 0 �0 3 16-i-t e3551 4 (100) 3(751 min. min. embedment M M o T m n G cm c y M no ca c m D m D 9 m J n m N 3 m � n H O � Z D a o z D = O r � IT7 N � 1 N � O R7 N b J M N 0 6 3 _ - rD e _ a g - — o � _ 16-I-1 03155[ 9 C7 CA D 1 4 n M (441 z'T! o D (22) i o� me �m �i (191 n m 9 0 (2291 t D rm 0 0 y 000 D m I CA X„ ti 7• Ho , 00, v � y m n MH (381 m 3� CL 0 0 o m � w r° C 14 1441 , .+ n m � ❑ ❑ 11 13 ❑ C4 /❑ g \❑ ❑ ❑ ❑ ❑ ❑ o C ❑ ❑ ❑ ❑ ❑o Z o u CA Q d - T i m G V ❑ ❑ ❑ ❑ V 21h P, a e_ (64) z � a w TT 0 r b y - O s = r D R (76) L6-i-I 6NSSI O C7 a ca - r - s D -1 m o \ qti W ' 21� (641 l� t3B) _ o a m � i 3 ® - m � m n 3 p E m C 9 N w _ o z ( � (25) O u Z oin om D - - i ca D m 3 o� m so m E O 4 0 a 3 CC* - I 3 m rn m L — (25) 3 (76) pp m oaomoNOaomon, S z \\ 12 C I rt o (3001 min. om�� o G - - - -.nomomom n mvi 9 �°�'• o 9i ipY r _ n z II mg mama o �'o omo° L6-1-1 Q3fI55f m O m m Q m m m C m C F o 3 H n m +1c. 04 £ p m j a 0 4 C 6 n?o p p� o o �mC aO aO aQ nUi Ntn;� S c N in -oo,Na-• p o0_aaya�0'�n mmu0 o_N,,,mN mm0 o a^°'mpon m0o sm t jl 1 p V `O a J J J J J o g m 0 12-Z-- g mo v Z m° ViF�a]4 g m-aro '. -4 o ma 4 u4 c O 1. 0 m o m 3 `3µo mz ca o NONE-NON c' Z n n 2 z Z z s o N Q N C T 9 II IZ J J O _ u �N .�A �O c a ' o°m �o z N o F- m p p t T ] m a ¢a IIU_ 0 3(75) aµz m• I m min. C 3 mo m3a ro m y µ°, 3 12 T (75) l3~OOi{ - 3 o a Q a r— I n n 3N Ez 6 on TV o c II m a LHd IIII •I o C C'3 m t o � 3 L Y y 3_ o T;Z;O m n T _ O C o Z C7 \ T m G7 C \ 9 0 fl J J F o m o 1 T o 'I omo N 0°o N o m y T NN �' z2 O \``•,II m» 1 x° Bp i �p .•�� o om+ o`o mmo EN £ c p o a i ] viµ <µff w °a 7 0 m 3 0 oz p v 0 3' II �j mpo mmo 3•- ] E O m d P m Y o p p S a p w 7 o. o p ° v r p m ° mom +am° E. c , m �� 1�� ]Ou m g a (40) 3 N N C ] N c o v ii(I Z m N 11 w m 3 o w F _ � 3 0-m 5 3� a Fcolp= m+o N m 0 + y. p O J a p N m 6 m 1 � O S Y p o. oc°� ? 0�o T o J o °m Z o� t 5 C n 51 n :3 c •0 o x z ° n N nm mo3 o x mo+ C) = £ °o p io 0 m o 0 o a_m o ] a m m 3 T ` 0 3 n m c o w Zm o m on] m °6N O y \•'•• m °mµ N]? o oX] £ o p o o m o` m p m ` ' o-- , o rn z p N oNNy µ ¢ .I G VI m o ] .� mm ¢ ._ �am O 2 9 mn CA a rn rn 7- "o m c] o T T a C� II Z o] ° mo µpm jµ m p g 3 S G •� rn ]� 3 pQ• 000P 3 m o S to m �] z N ,o� ] C m v r W CaY II O (� N °-o µ- p o m oo�- r C7 p m C-. 1 riz co C2 O Z IM 3 p n pJ m J E m o.] T w T U H T I O o T `C z off om =o - -1 m«� mn °_ cm°� o S m 3 � I I1 O C O n _m - m �o m Do 16-t-t Q31155I y 0 ° c CO (6) G 9(225) y 9 o p w m 71z G7 n n m Z ti v o la •T a E D ti r � z 1'n mp - m D N r t a°a m o f" n° O O m na m 3 F N D a ° ° o v nu 17o o t o 3 m a' n m 3 . m m w D n u m C o a m o o c 11 3vo -4 Z c O/%/�Jm C o =1== O m o j 0 1A -y 6 4 •9(225) min. 3° m m p 111I+� 1111 1111! 1 IIII m E° _ T o o v m o o T O O µ �W X O D to D °p 3 c m 3µ m m� w 0 3 V m O F m om ? m cAl / y H O II a O p I C7 m �,••• a C 140) C v M 37 ,131/ p -0 m G Cl) 1401 -1 Z a D C 9 IMP A m m r X O o m ca Cl) O 9 ? Crm 3 M D Z m S r t 9 4 rn Z n I--� �� a rn m m l l 3 a pa C G m `° m s ° ; z 9 �m o w � C� m m L I s •Ia �" C 9 \ p C7 C"1 C f 1 m !8 m m O° 0 o a r °m 3 3 16-[-I mi1551 �a'fi m] o Z n 3 3 ]w v 3 O v p w m� 0 a CJ m or a y ° i 3 K m o • C 3 O z in • O 0o O a°- 0 E O � t C m m m m S a O, 0 " I 500' (150 ml t p o n 6001 ° 3 3 a m m n ? m x c 0 g Sideroad I 3 0 500' (150 ml ± 00 0 __o o Y 000 °o o ❑ m m • 3 � m — a 5r m n + m n — n z a z E c= m° m <m= — m a En m J m e w O r— JO °Omn YO0m6 .. D Em mmwY Om Jaa T mm mo]n Sao; m a m z T p n °om gom'm 9 ° E ° p T D r— ES om+ oaan y z o m O C T3] oam'ma � o°o O IV z 3 o n0 —m m h o m T O � a mnm ?m�Sj p0 i IV m ow mµ 33 CA p CS7 r _ nom m®° 33 a i•�� � 3 npNp mpl � O _ u _ Z u p� _m w-t ansn s Ip O O N l U J m F • o m E c c c a m ° m 0 � O — p 1 — w m O n n � m 0o p 200' m` Ju v5.�3 mo ao°mmom as - w opJ 3 n Aa m • Q �O n i � °,m N D 0 mmmaro � N mo n o_ II o m \ o J 0 n o = m a m O U F O O 7 Z 4 A a a µ E o cO n z _ o ] O O O 3 3 mn oo'�tl1 - • N mm om °H H G7 Z m a m m Z o C m 3 c E m F m m O m K rrrn ti O C m m 3 G z .O o o I w oao I'fl � m,°� ^aNa m O N�Y1NN �N O O> l O v v OOOn _ 16-1-1 03nSM ° O • .e. � v 0 � � 0 0 0 0 � � m � O m m o0 oc c+moo yn o j 3 m O w F =S ° N r a Q 0 9 6 N i m z S cm m O ° o ° I� N o N 9 ff7 n m 1 c o y ° 0 °' 3 ooao° a z -a 9 7 j3 O y N z j 3 m a ] J n m J m O m m c m o m o o w + a m c ? S -o ' 0 3°a m O I n �m o c m ] c m m a N 0 0 ] - 1 m m O - O O T p� N G� o o°°°1e F 200' (60 ml cm O �7 S c m IT m 9 0 n 'o m m ° O N z =a N 0 0 3 E N N � O m o m o ^' o m 1LJr O 0 0 m a o o N o m m z F O O a � ] 0 r Ew 3a +-e 3 3 °m m oO�n a m O m 3 H ° c H a IC b m y m Cl) ac o p m o�v I � � I 3 no Z o m m 3 0 °c 1 0 m ° n rt 3 o 16-[-t 03K51 nO m] ° e e Q D a A z moo min =oo zoo O O y O = J o O]O l 0 0 9 j 3 l 0 0 n=0 O]°]O O n= 1 O b]O °woo a-'ao °c " rt cc,a m j n+ ]m ° o o _ c z o N -_ oN F I P m a n p a a o� CIV�7 o ° H O v-x m ° n _ C w N m a V IL m 0 � t1.2 ml 0 0 - 7 0 _ - a o m o ] a a m - m a £ n = 0 m m a o m c � o o c x vi _r m a � z o m < w O = z E) o m Va o m S , µ 'M p 3 a am f �o -y{ y mm m o o om ] _ N p?] O N 0 a\ mw w m - nO y o O n iNc c nm n ortrt m° mn,o mu C 0 O Q 3- nm° 4�m os m a n� w � A m rt ° o N O r Z ° ° i ] 3 rt Q O >a om7mmq� °Q °0 m°m 7 0 0 o m o n ° v m a me°o °_ aE omn m O ] N 7 o L6 U3M — 0 00 z moo zD pxo an° 0 0 3 o n o E o a o o z o �m o a �N m � H - '�"s m a In o wy C7 O 9 - N N D r C m CJ mm� c°• a �o _ I'uIl 0 1 N o D o � m � n D r O rz.,00 N D 4 Do^'° O 0 z 0 o Q m C �N � o o _alo� m9D O a� Q 0 o z D� 2 oDO ono o � z o m 3 f v o O f O R j 0 O m J 0 m r ti 7I c m .-I y CO3 z a ° � � r o r� 7C C7 o O m C N m O m � 6 9 36;200) min. S o (450-9007 � m � p o ? T w-(-( amsm B-l2 (200-300) 4 r(1001 S p T (501 M 6 150) 36(900) p min. N 175-LOOT � T T p 36(900) n min. W a alE z _ o y j T c 26-36 9 o o] (700-900) a D T rT• a a _ 8-12 rM W a_ (200-3001 Z T ]^ G7 .9 a W T a p y y 77 �{ C7 9 a T p Z 5'min ml 1rn r*' mi x n' 28 m7001 2(50) 8-12 p max. 1200-3001 -71E a ?N T _ - p °oa°aaoa°o YE S 3 C7 o a p ] T 5 a 0 B L2 — a (200-300) 4'(1.2 m) ° m(n. o w v T 24 !6007 N� min. °o n o — a 35 °c S c Z T T w tl n Z m a Q NN ] 3 C r m n - m Q� oa A m uZi S � (3001 n 36 (900) c a v a m a m m OD w c F a m m 35 Zc� m o m 19001 °o 9 rn n ? m O C m e a O 3 w m O T - ; y y o .zi m 47 n C \C/ T 7.7 m O e o r- 0 om ° m 2. • Edge of pave.ent m � 8 amHm = 3 m ] m a 2 µ0,3i V aim om u_ r m itl10 N 33 ng o c� c oo °fN 0 1 0 1 m 3 � m rm v= 16-I-( m(1551 C mm o G . oo Z o a v I =m C o o0 33 Jo �— wn o ° v ] ° o o a m ]_ a m m i°amµ vm] O — to aim y I o ]yam] O oa m ° amo o z � °ut _ c v 9 omjmm 5 T (125) (100) CID m m m g m m z ]a — � O y r I o a om r T m I a m m = B' (2.4 ml m _ m mtn. C A r a _ 5 7 (125) (1751 Z 24 O o— (600) O o z m ]m t m_ m µo o x m a m c _v m ]s E o� ao ivaN 3mz w° _F2� w o y m� S z —o °m Dm r m o°Qm oz ,c Z o] �_ 0 3c° 3 37 m )p m n °3 jo O j m 0 3 Z c om n'^ o: °_ �z u] y Z 3 o y -� m ] O m ] A a z N - ° q m Q 3 v °� 6' (1.8 ml 24 ® min. (600) m(n. cp��I w c C O i� (I` 3 m ZIO T )7 M ;3 7'(2.1 ml 30 (750) ml n. min. ifi-1-I am sm S CD - + a[=zm n 3 Z S Crfl 3` 3 .. p, m rri 7 ui O O rri c a W 3 ] oa 3 m�o'a O T N 9 a m m m 3 a P a�mm°nf o x- m 7'(2.1 ml 4'(62 m) v o i m op min. min. -C µyo 03 moo � nm�m4 s m µa a s ;) a � a �:• 3 m iz O 3� O�9 IO 3 T 'O N r C7 C7 0 rl r al O N O O N (131 t aCD 9 I II I a c m I 1 1 I - o ap CA I I I I I II O I m I I I I T J D I D 1 rZj ] �m •1 �I ] I� I I t I � p _ ml min. O a w D o o m°w o q o l00' (30 m) max. Z Z µµ E m + N I I o w3 mn po L m a �i 11 I M o? cTrpfflc m ]p z 3 I naa°j A n O m II I miN app a i I II Qa a i:• � n O I V � C m 3 3L 4 9 � I N in o T- EL 0 3 3 oeeo oa oeoe —r m 3 _ p� � Deco a NO m° � 000c I 3 an 3 0 3� Z T o] Z �' S m n m p o C 0 n 3 O V 0 tp p a p O Ip Z m j g m CA O I N m Q m n O m ? O O n 6 9 3 �J mam �c u m o m� m++ LEI-1 U315A l C� C rt m O l O _ O� p a. nn 0 °O n° 0 i o° 0 a m. o m n N ti b C s o y =_ m O Z ° G m m an p 77 r E O C O E CI 4 CA G j T rm d y rmn D o O Z � 1 f o c t9.1 ml min. o E 60' 08.3 ml max �J m m µ] rt p v� µa am n m - �_ 3 ..• D p0 O O 0 i 0 O - < n m C A � m O N O m 2 a o Z O � N 0 A mm ana Cm3'n Jm�rt m rt rt l p m w ,C m p m rt rt mm m m 1 Dm m m o o J o m 7° m omm n+mj O1a mma E r 0 oQm y E ° o n PR n o0o ay C G ;mS ;�a mso m (� aY jnm m0 j 9 m oa; DoE 3 - '�p m J ]p m ' O , o p � 3 w L6-t-t U715S1 °3 °v V s O O y S a IDO V o m N v o a m N m S O m m% ❑n O_ 3 O C a 3 a+y m D r^ no3 rn r 'mm+mxn y p m C 3 o C Q m a p � � m o m ?� rA O 0 Z N s m�o3°F r •m m 1 T m o m a N j T m x] �ismcm�o m43° irxin sz CJ n y D O m a z'C^n-ncy D m s n m ti z8 az D m a O ga o' o m N J J F m m O rt n � m m m a J ° m S A W N m y o 0 � z O N m ° C m o m u s F ° o� mom°,-aw a m-1. J mmm0' —im Sw°_ �6 0m y,� �w 3rpoJmaS' Oa �j Q o r T t o m S 3 0°* °m may c m om9 mjEaom�° 3agY�rtZ o m ° o C m< µaq y,m— o—•m]m a 9�Z o c n° m m 3 La.y m 3 °m9 H O z] wm F D o a oN0 G jy.G�°S O OG 0 pm T m° ° m ? m 3 rt rn ] m C m m .tog, IT7 m m m µ3 T •- o° o o m -O o o O n D C J m ° v F J = oµE o v o o n m y S O JJm ° OC + m m7 F- m0 l O Cl y QO J fi om m m - Neenah Foundry Page 1 of 1 NEENAH F 0 U N a R Y Roll & Gutter Inlets: Roil Inlets R-3501-D2A Inlet for Roll Type Curb Heavy Duty im All r r ` 7 j.r •--tea" �" e °� �.: r Grate Type Sq.Ft.Open Weir Perimeter Lineal Feet Catalog No. R-3501-132A C 1.0 3.4 ©2013 Neenah Foundry,all rights reserved. e/In/nn I Section F Statement of Bidder's Qualifications All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he or she desires. 1. Name of Bidder: Central Blacktop Co.. Inc. 2. Permanent main office address: 6160 S. East Ave. , P.O. Bog 2080 3. When organized: 1961 4. If a corporation, where incorporated: 1961 5. How many years have you been engaged in the contracting business under your present firm or trade name: 52 6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion) See Attached Affidavit of Availability 7. General character of work performed by your company: see Attached Prequalification Statement 8. Have you ever defaulted on a contract: No 9. List, on an attached sheet, the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. Include a contact person and phone#for each. 10. List your major equipment available for this contract See Attached 11. Experience in work similar in importance to this project: See Attached 12. Background and experience of the principal members of your organization, including the officers. See Attached 13. Credit available: See Attached j Page 2 14. Bank reference: see Attached 15. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the Village of Oak Brook: Yes 16. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the Village of Oak Brook in verification of the recitals comprising this Statement of Bidder's tions. DATED at LaGrange , Illinois this thday of Ma , 2013. By: P Title STATE OF ILLINOIS ) ) SS. COUNTY OF ) James H. Loukota being duly sworn deposes and says that he is the President of Central Blacktop Co., Tnc. and that the answers to the foregoing questions and all statements therein contained are true and correct. SUBSCRIBED and sworn to before me this 30th day of May 2013. Notary Public "OFFICIAL SEAL" DIANE J.VAVREK Notary Public,State of Illinois My Commission Expires 05/18116 f i i Page 3 I Section G References Bidder shall supply the following information listing at least five customers for which the bidder has supplied a similar type of commodities, service, or construction. 1. Company Name: See Attached Address: Phone #: Contact: 2. Company Name: Address: Phone #: Contact: 3. Company Name: Address: Phone #: Contact: 4. Company Name: Address: Phone #: Contact: I 5. Company Name: Address: Phone #: Contact: Page 1 Section H Bid Certification The undersigned, being first duly sworn an oath, deposes and states that he has the authority to make this certification on behalf of the bidder for the construction, product, commodity, or service briefly described as follows: "2013 Street Improvement Project" (A) The undersigned certifies that, pursuant to Chapter 720, Section 5/33E of the Illinois Compiled Statutes, 1993, the bidder is not barred from bidding on this contract as a result of a conviction for the violation of State of Illinois laws prohibiting bid-rigging or bid-rotating. (B) The undersigned states under oath that, pursuant to Chapter 65, Section 5/11- 42.1-1 of the Illinois Compiled Statutes, 1993, the bidder is not delinquent in the payment of any tax administered by the Illinois Department of Revenue. (C) The undersigned certifies that, pursuant to Chapter 775, Section 5/2-105. of the Illinois Compiled Statutes, 1993, the bidder has a written sexual harassment policy in place including the following information: 1. An acknowledgment of 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. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. 6. Directions on how to contact the Department or the Commission. This business firm is: (check one) x Corporation Partnership Individual Firm Name: Central Blacktop Co. , Inc. Address: ast Av ., P.O. Bog 2080 City, State, IP: LaGrange I 60525 Signature: — Name Printed: es Loukota Title: President Page 1 Telephone: 708-482-9660 Date: 5-30-2013 A7 ST: -SEAL- SUBSCRIBED AND SWORN TO - before me this 30th day of Mav ,_20133 Notary Publi "OFFICIAL,SEAL" DIANE J.VAVREK Notary Public,State of Illinois MY commission Expires 05/18/16 Page 2 Section I Contract (To Be Signed and Submitted as a part of Bid Package) 2013 Street Improvement Project 1. THIS AGREEMENT, made and concluded this W-k day of 2013, between the Village of Oak Brook, a municipal corporation, a ting by and through its President and Board of Trustees, known as VILLAGE, and 2461 T)b-&=jW his executors, administrators, successors or assigns, known as CONTRACTOR. ✓ 2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Bid hereto attached, to be made and performed by the VILLAGE, and according to the terms expressed in the Bond (if applicable) referring to these presents, the CONTRACTOR agrees, at their own proper cost and expense, to do all work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this Contract. 3. And it is also understood and agr�e I that the ntire Bid Package hereto attached, approved by the VILLAGE this Il day of J� _ 2013, are all essential documents of this contract and are a part hereof. 4. IN WITNESS WHEREOF, the said parties have executed these presents on the above mentioned date. ATTEST: ILLAGE OF OAK BROOK t B Village Clerk Gopal G. Lalmalani Village President ATTEST: entral Blackto J., Inc. Corporate N g "crry C ac Partners doing Business under (If a Co-Partnership) the firm name of Party of the Second Part (If an Individual) Party of the Second Part Section J Contract Bond 2013 Street Improvement Project Bond # 929576186 Subject to Adjustment Based on Final Contract Price 1 We, Central Blacktop Co. , Inc. as PRINCIPAL, j and Continental Casualty Company as SURETY, are held and firml bound unto the Village of Oak Brook (hereafter referred to as "VILLAGE") in the 9A��??enal sl g�Ffived i ndreaes�x�fy-nineh�o��ars Dollars ($ 898,569.39 ) lawful nh"J to tes, well and truly to be paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to VILLAGE this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUGK44"e— said Principal has entered into a written contract with the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to e� rform said work in accordance with the terms of said contract, including, but not limited to the term requiring the payment at the prevailing rate of hourly wages, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted, except as modified by the Guarantee section of the Bid; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation, to whom any money may be due from the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such I bond by any such person, firm, company, or corporation, for the recovery of any such money. NOW, THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of performing such work, and shall commence and complete the work within I the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and fh fully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this 20th day of June , 2013. PRINCIPAL i Ce ral Blacktop Inc. {C mpany Name) (Company Name) By- By. (Signature (Signature) Pre 'de t (Title) (Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY Continental Casualty Company By (Name of Surety) { i ature ttorney in Fact) Melissa Newman POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Karen A Ryan, William P Weible, Deborah A Campbell, Kimberly R Holmes, Esther C Jimenez, Kimberly Sawicki, Leigh Ann Francis,Mary Anne Sylos,William Cahill,Melissa Newman,Individually of Lisle,IL,their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 28th day of May,2013. GAS Continental Casualty Company 4y \NSORq,�c� ANY 0,0 National Fire Insurance Company of Hartford 2� GORPOAAre °� ¢ ! o .40RI?w4jF _ American Casualty Company of Reading, Pennsylvania a o Z r • a JULY n, y ° SEAL r s Isoz i a 7 897 � HAR�O� y • Paul T. Bruflat Vice President State of South Dakota,County of Minnehaha,ss: On this 28th day of May,2013,before me personally came Paul T.Bruflat to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. J.MOHR s NOTARY PUBLIC SEAL SOUTH DAKOTA SEAl. •-/��/r�� My Commission Expires June 23, 2015 J. Mohr Notary Public CERTIFICATE I,D.Bult,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this 20th day of June 2013 �GASUq�r 114SUR4 o< Continental Casualty Company NSF °`� 90� National Fire Insurance Company of Hartford 2� OORPOAAre Q G w `N�9RPCBATf� American Casualty Company of Reading,Pennsylvania 2 C w A a JULY 21. _ U SEAL r s � I9oz ` a < \ 7 897 � HAR�� b • � D. Bult Assistant Secretary Form F6853-4/2012 State of Illinois ) ) SS. County of will ) I, L.M. Caron a Notary Public in and for said county, do hereby certify that James H. Loukota & Melissa Newman (names of individuals signing on behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PR1K1^.rlh'11L aid SI RIE I Y, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this 20th day of June 2013. l Notary Public My commission expires: 8/13/2016 OFi=iCIAL SEAL i L M CAROM NOTARY PUBLIC,STATE OF ILLINOIS My Commission Expires August 13,2016 I i I i i I l i CENTR-2 OP ID: MS �i;,,_„°R°m CERTIFICATE OF LIABILITY INSURANCE DA E(MMID13) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 630-245-4600 NAME:CONTACT Weible&Cahill PHONE 2300 Cabot Drive,Suite 100 630-245-4601 ac No Ext: FN No: Lisle,IL 60532 ADDRIESS: William Cahill INSURERS AFFORDING COVERAGE NAIC# INSURER A:XL Insurance America,Inc. 24554 INSURED Central Blacktop Co,Inc INSURER B:Greenwich Insurance Company 22322 P.O.BOX 2080 Starr Indemnity a Liability Co 38318 LaGrange,IL 60525 INSURER C INSURER D INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS. TYPE OF INSURANCE - POLICY NUMBER MMIDD/YYYY MMLDD EXP LIMITS LTR GENERALLIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY X CGS740904101 12/31/12 01101114 PREMISES Eaocarrence $ 300,00 CLAIMS MADE �OCCUR MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERALAGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO- LOC $ECT A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY 1,000,00 Ea accident $ A X ANY AUTO X CAH740000202 12/31112 01101114 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00 C X EXCESS LIAB CLAIMS-MADE SISCCLO1690812 12131112 01101/14 AGGREGATE $ 10,000,00 DED X RETENTION$ O $ WORKERS COMPENSATION X WCSLIM OTH- T RY LIMIT ER AND EMPLOYERS'LIABILnY CWG740000�2 12/31/12 01/01/14 E.L.EACHACCIDENT $ 1,000,00 B OFFICER/ME BER EXC UDEEDD''XECUTIVE YIN NIA X (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe 1x000,00 DESCRIPTION OF under OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Re:CBT Job#213-010,Village of Oak Brook 2013 Street Improvement Project, CBBEL Project No.120464.Primary and Non-Contributory Additional Insureds on General Liability and Auto and Waiver of Subrogation on Workers Compensation in favor of:The Village of Oak Brook,its officers,officials, employees and volunteers,CBT and Christopher B.Burke Engineering CERTIFICATE HOLDER CANCELLATION OAKBR-4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Oak Book ACCORDANCE WITH THE POLICY PROVISIONS. 1200 Oak Brook Road Oak Brook,IL 60521 AUTHORIZED REPRESENTATIVE -Ma'vr &n4_e_ ,d�� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD SEXUAL HARASSMENT CERTIFICATE Central Blacktop Co., Ing. hereinafter referred to as "Contractor" having submitted a bid/proposal for 2013 Street Improvement Projedo the Village of Oak Brook, DuPage/Cook Counties, Illinois, hereby certifies that said Contractor has a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105(A)(4) including the following information: 1. An acknowledgment of 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. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. 6. Directions on how to contact the Department or the Commission. 7. An acknowledgment of protection of a complaint against retaliation as provided in Section 6-101 of the Human Rights Act. Each contractor must provide a copy of such w ' en policy the rnois Department of Human Rights upon request. By: Autho ' ent of Contractor Subscribed and sworn to before me this 30th day of May , 20 13. Notary Public "OFFICIAL SEAL" DIANE J.VAVREK Notary Public,state of Illinois FA My Commission Expires 05118/16 Page 3 PREVAILING WAGE AFFIDAVIT I, James H Loukota (name of signatory), on oath hereby state and certify that Central Blacktop Co. , Inc. (name of Contractor), pursuant to a Contract dated 2013, with the Village of Oak Brook for the 2013 Street Improvement Project, has complied and will comply with all laws, including those Project relating to the employment of labor, the payment of the current general prevailing rate of hourly wages for each craft or type of worker or mechanic needed to execute the Contract or perform such work, and also the current general prevailing rate for legal holiday and overtime work, as ascertained by the Illinois Department of Labor for DuPage County, Illinois, and those prevailing rates are paid and shall be paid for each craft or type of worker or mechanic needed to execute the aforesaid Contract or to perform such work. Central Blacktop Co. , Inc. (name of Contractor) has also complied and will comply with all record keeping requirements established in the Prevailing ge Ac 20 CS 130/0.01, et seq. CON CTOR: By: Title: P es' t SUBSCRIBED AND SWORN TO BEFORE MET S 30th D OF ay �, 201�3 NOTARY PUBLIC ��OFF=of DIAN o Notary Pus My Commis /16 Page 4 CERTIFICATION OF PAYROLL RECORDS f, James H. Loukota (name of person executing this certificate), do hereby certify that I am the duly qualified and acting President (title) for Central Blacktop Co., Inc. , (name of contractor) and, as such, am authorized to certify payroll records as true and accurate for such company in accordance with the requirements of Section 5 of the Prevailing Wage Act (820 ILCS 130/5) (the "Act"). I do hereby further certify that the following document is a true and accurate copy of the records of all laborers, mechanics and other. workers employed by 203 Street rn project (the "Project") for Central Blacktop Co.,I ne of contractor) on the Tmnyamen r the Village of Oak Brook (the "Village"), including each such worker's name, address, telephone number, social security number, classification or classifications; and the hourly wages paid in each pay period, hours worked each day, and the starting and ending times of work each day for each such worker on such Project. I do hereby further certify that the hourly rate paid to each worker is not less than the general prevailing rate of hourly wages required by the Act, and that Centra ame of contractor), and I on behalf of such contractor, are fully aware that filing a certified payroll that we know to be false is a Class B misdemeanor. I further certify that upon two (2) business days' notice, if requested, we and any subcontractor hired by us shall make available for inspection the records required in the Act to the District, its officers and agents, and to the Director of Labor, his deputies and agents, at reasonable hours at a location within the State of Illinois. Date: May 30th , 2013 Cen al Blackto o Inc. (N a of Contract ) (Signatur Jam s H. ota (Printed Name) President (Title) Subscribed and sworn to before me this 30th day of May 203. ,� � "OFFICIAL SEAL" DIANE J.VAVREK Notary Public,State of Illinois Notary Public My commission Expires 05/18/16 Page 5 CONTRACTOR'S CERTIFICATIONS (CONTRACT EXECUTION) Central Blacktop Co Inc having executed a contract for 2013 Street Improvemerwith the VILLAGE, hereby certifies that said contractor is not barred from executing said contract as a result of a violation of either Section 5/33E-3 or 5/33E-4 of Chapter 720 of the Illinois Compiled Statutes. (DRUG-FREE WORKPLACE) Contractor deposes, states and certifies it will provide n3O lace by complying with Section 3 of the Illinois Drug Free Workplace Act, 80/ Attest/Witn ss: Cont By: By. Name ractor's Execut ing Officer Title: Secretary Title: President Title of Contractor's Executing Officer Subscribed and Sworn to before me this 30th day "OFFICI,AL SEAS DIANE J.VAVREK of May 2013 Notary public,State of Illinois My commission Expires 05118116 My Commission Expires: Notary Public -SEAL- Page 6 Section J Contract Bond 2013 Street Improvement Project Bond # Subject to Adjustment Based on Final Contract Price We as PRINCIPAL, and as SURETY, are held and firmly bound unto the Village of Oak Brook (hereafter referred to as "VILLAGE") in the penal sum of Dollars ($ , lawful money of the United States, well and truly to be paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to VILLAGE this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a written contract with the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to ep rform said work in accordance with the terms of said contract, including, but not limited to the term requiring the payment at the prevailing rate of hourly wages, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted, except as modified by the Guarantee section of the Bid; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation, to whom any money may be due from the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company, or corporation, for the recovery of any such money. Page 7 NOW, THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of performing such work, and shall commence and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of , 2013. PRINCIPAL (Company Name) (Company Name) By: By: (Signature) (Signature) (Title) (Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY By: (Name of Surety) (Signature of Attorney in Fact) Page 8 State of Illinois ) ) SS. - County of ) a Notary Public in and for said county, do hereby certify that (names of individuals signing on` behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of , 2013. Notary Public My commission expires: Page 9 V&e&o eat f 47"Ce 6160 S. East Avenue •P.O.Box 2080 •La Grange, IL 60525-8180 Phone 708-482-9660 Fax 708-482-9671 www.centmlblacktQp.com Contractor Prequalification Statement Date: May 29, 2013 Type of Business: Asphalt Paving Contractor/General Contractor Union Affiliations: Operating Engineers, Mechanics, Teamsters & Laborers Date Incorporated: February 1961 in the State of Illinois D & B Rating: 3A 1 D-U-N-S: 00-298-9333 Human Rights #: 97690-00 Federal #: 36-2447416 We Self Perform the Following Work: Bituminous Paving, Bituminous Material Supplier and Aggregate Base Course Construction, Pavement Removal, Excavation as well as Grinding, Milling and Profiling of Bituminous & Concrete Pavements. Light Concrete & Sewer Work. Heavy Equipment and Truck Rental. Snow Removal Services. We Typically Subcontract the Following Work: Street Lighting and Traffic Signals, Striping, Landscaping, Signage, Bridge Repairs, Fencing, Guardrail and Large Quantities of Concrete & Drainage. Company Officers: 1. Name: James H. Loukota Title: President Address: 13020 Silver Fox Drive, Lemont, IL 60439 Telephone: 630-257-7479 Servicing, Your Asohalt Paving,Needs Since 1960 2. Name: John R. Goeing Title: Vice President Address: 6671 Powell, Downers Grove, IL 60516 Telephone: 630-968-4313 3. Name: Joseph E. Benson Title: Secretary Address: 11037 W. 72 n Street, Indian Head Park, IL 60148 Telephone: 708-784-9961 Supplier References: 1. Name: Vulcan Materials Company Contact: Dave Muno Address: 747 East 22nd Street, Lombard, IL 60148 Telephone: 630-261-8697 2. Name: BP Global Bitumen Contact: Lynn Unterbrunner Address: 418 Jackson Street, Yorkville, IL 60560 Telephone: 630-553-1150 3. Name: Finkbiner Equipment Co. Contact: Marty Ahrendt Address: 15W400 N. Frontage Rd., Burr Ridge, IL 60521 Telephone: 630-654-3700 Bank Reference: Name: State Bank of Countryside Contact: William Wheeler Address: 6734 Joliet Road, Countryside, IL 60525 Telephone: 708-485-9951 Current Worker's Compensation modification rate is .99 Our firm has never failed to complete a contract. Our firm does not have any judgments, claims or suits pending or outstanding against us. Our firm has not been a party to any lawsuits or requested arbitration with regard to construction projects in the last five years. Our firm has never been cited for a serious OSHA violation: Our firm has a written Safety Policy Our firm has a written Substance Abuse Policy Associations: IAPA, IRTBA, AGC, MARBA, ARTBA & NAPA See Attached Sheet for our Key Employees Construction Experience Past Project References: A. Project: Multiple Projects General Contractor: Gallagher & Henry Contact & Phone Number: Dan Llewellyn-Project Manager, 708-482-8900 Approximate Value: $50,000.00 to $350,000.00 per project B. Project: IDOT —Multiple /Various Projects Owner's Rep. & Phone Number: Gene Joynt-Area Supervisor, 708-705-4250 Approximate Value: $100,000.00 up to 20 million per project C. Project: ISTHA—Multiple /Various Projects Owner's Rep. & Phone Number: John Wagner-Chief Engineer, 630-240-6800, Ext. 3901 Approximate Value: $500,000.00 to 15 million per project D. Project: Cook County Highway Department Owner's Rep. & Phone Number: Mike Ewers-Chief Engineer of Construction, 312-603-1616 Approximate Value: $100,000.00 to 7 million per project E. Project: Ford City Shopping Center Parking Lot Repairs 7601 South Cicero Ave, Chicago, IL Milling, Patching, Bituminous Overlay, Sealcoat, Striping. Owners Representative: Frank Werner, Chief Engineer 773-767-4180 ext 3021 frank.wemer@amjll.com Project Value: $1,085,000.00 F. Project: Dillon Transport, Inc, Parking Lot Paving, Joliet Ave, McCook, IL Milling, Drainage Structure Adjustments, Bituminous Pavement. Owner: Jeff Dillon, 630-281-7093 jdillon@dillontransport.com Value: $80,000.00 G. Project: Old Suburban Dodge, 7050 Ogden Ave, Berwyn, IL Mill & Bituminous Overlay Owner's Representative: Willowbrook Ford, Al Meyer, 630-430-4255 Value: $92,350.00 H. Project: Continental Toyota Dealership, Hodgkins, IL Aggregate Base, Bituminous Pavement, Striping & Signage. Owner's Representative: Frank Novotny & Associates, Mr. James Cainkar 630-887-8640 Value: $1,428,000.00 L• Willow West Condominiums Parking Lots I & J, 65th & Cass Ave, Westmont, IL Milling, Patching and Bituminous Overlay Owners Representative: Barry Fitzpatrick, 630-660-4354 Value: $110,150.00 J. Sam's Club Parking Lot, Hodgkins, IL Bituminous Overlay Owners Representative: L. Keeley Construction, Tom Kelecius, 904-635-7617 Value: $286,000.00 J Five Largest Projects Completed in the Last Ten Years: Project Contract Amount I-290 SMA Resurfacing, IDOT 33 Million NW Tollway-I90 Pavt Rehab ISTHA $11 Million *won contractor of the year award for this project I-55 SMA Resurfacing IDOT $ 6 Million Cook-Dupage Rd. Reconstruction, $ 3 Million *won contractor of the year Burr Ridge & Willow Springs, IDOT award for this project Street Rehab Stickney Township $4.7 Million I-55 Resurfacing & Widening, IDOT $19 Million *won bituminous contractor of the year award for this project Average Annual Billing for the last five years: $45 Million Current Projects under Contract: See Attached Affidavit of Availability IDOT Prequalification: See Attached Certificate of Eligibility A. Insurance & Bonding Agent: Weible & Cahill Co-William Cahill Address: 2300 Cabot Drive, Suite 100 City, State, Zip: Lisle, IL 60532 Phone Number: 630-245-4644 Our Bond Rate is: .50% Contact Person: Diane Forbus, Chief Estimator, 708-783-4943 Financial Information Provided Upon Request What is the construction experience of the technical, supervisory and key personnel of the company? Years Individual's Name Present Position Experience Type of Work In What Capacity James H. Loukota President 40 Heavy & Hwy General Manager John R. Goein VP/Operation 37 Heavy & Hwy Professional Engr Joseph E. Benson Corporate Sect 34 Heavy & Hwy Controller Ron Schlesinger General Mgr 31 Heavy & Hwy Division Manager Diane Forbus Chief Estimator 34 Heavy & Hwy Estimating & Sales Dean Varney General Mgr 28 Heavy & Hwy Division Manager Rick Watts Super of O er 28 Heavy & Hwy Concurrent Operations Michael Brooks Office Engr 26 Heavy & Hwy Engineer Deborah Crowley VP Admin 40 Heavy & Hwy Manager Michael Schilke QC/QA MGR 23 Heavy & Hwy QC/QA Manager EQUIPMENT LIST index item#n page 1 of 4 updated 5.6.2013 COMPANY CARS TRUCKS-CONTINUED 1021 1939 Ford Pickup 27 1984 Int'l S 1700 Sery(Saw Truck) 1023 1986 Chevrolet Van 29 1989 GMC Sierra Mech.Serv. 1035 2007 Ford Escape 30 1992 Ford F600 Contractor Dump(No Plate) 1039 1989 Chevy Van 31 2007 Peterbilt 335 Paver Service Truck 1041 2007 Ford Escape 32 2007 Peterbilt 335 Paver Service Truck 1042 2012 Cadillac Escalade 34 1987 GMC C7000 Fltbd Pvr Srvc Tk(No Plate) 1053 2012 Cadillac CTS 37 1988 Chevy C-30 Dump 1 Ton(No Plate) 1054 2007 Ford Taurus(Silver) 38 1995 Dodge 1 Ton.Dump 1055 2007 Ford Taurus 39 1995 GMC Topkick(Tire Truck) 1058 2008 Chevy HHR 49 2008 Ford F450 Mech Service Truck 1059 2008 Chevy HHR 59 1994 GMC Cont.Dump 1060 2008 Chevy HHR 60 1994 GMC Cont.Dump 1061 2009 Chevy HHR 62 1994 GMC Topkick Grinder Service Truck 1062 2009 Ford Escape 65 1976 GMC Grinder Service Truck(No Plate) 1063 2010 Chevy HHR 70 1993 Kenworth Fuel Truck(No Plate) 1064 2010 Chevy HHR 89 1995 GMC Stake Truck Paver Service Truck 1065 2010 Chevy Equinox CT 99 2001 Chev.3500 HD Mech Serv. 103 1987 Mack 6 Wheel Dump(No Plate) 190 1998 Mack Tractor 193 2006 Peterbilt Tractor Lowboy PICK UP TRUCKS 194 2006 Peterbilt Tractor Lowboy 1 1995 Dodge RAM 195 2010 Peterbilt Tractor 2 1997 Dodge RAM(No Plate) 196 2010 Peterbilt Tractor 3 2006 Ford F250 197 2008 Peterbilt Tractor 4 2007 Ford F150 198 2008 Peterbilt Tractor 5 2008 Chevy Silverado 199 2008 Peterbilt Tractor 6 2008 Chevy Silverado 7 2008 Chevy Silverado 8 1975 Ford F350(No Plate) TRAILERS 9 2009 Chevy Silverado 1500 201 1981 Wells Cargo Trailer 10 2008 Chevy Silverado 203 1980 Saw Trailer 11 2009 Chevy Silverado 1500 207 2008 Trailer Flatbed 7,000 lb. 12 1994 Dodge Ram(No Plate) 208 2008 Uniloader Flatbed 10,000 lb. 13 2009 Chevy Silverado 1500 211 2001 Hilbilt Trailer 14 2009 Chevy Silverado 1500 212 2000 Hilbilt Trailer 15 2010 Chevy Silverado 213 2000 Hilbilt Trailer 16 1997 Dodge RAM(No Plate) 214 2000 Hilbilt Trailer 43 1982 Ford F250(No Plate) 215 2000 Hilbilt Trailer 44 1998 Dodge RAM 216 2000 Hilbilt Trailer 45 1998 Dodge RAM 217 1979 Evens Trailer 46 1989 GMC Sierra 4X4 218 1966 Homemade Saw Trailer 51 2002 Ford F250 220 2005 Hilbilt Dump 52 2002 Ford F250 221 2005 Hilbilt Dump 53 2002 Ford F250 222 2009 Hilbilt Dump 54 2002 Ford F250 223 2009 Hilbilt Dump 55 2002 Ford F250 231 1984 Hyster Lowboy Tandem 128 1989 Ford F250(No Plate) 233 2005 Royal Cargo Covered Trailer Line Paint 240 2001 Towmaster TIODD DISTRIBUTORS&WATER TRUCKS 241 2001 Towmaster T1ODD 73 1970 Hendrickson Water Truck(No Plate) 242 2001 Towmaster TI ODD 94 1979 Int'l Water Truck 243 2001 Towmaster TIODD 95 1979 Int'l Water Truck 251 1972 Homemade Trailer 97 1979 Int'1 6-Wheel Water Truck 252 1974 Homemade Flatbed(No Plate) 256 TRUCKS 257 19 1995 Ford Mech.Serv. 268 1989 Evens Utility Trailer Skidsteer 20 2007 Ford F450 Dump 269 1989 Evens Utility Trailer Skidsteer 21 2007 Ford F450 Dump 278 1991 Hilbilt Hi-Dump 22 2003 Ford F550 281 1993 Etnyre Lowboy 50 T Lowboy 23 1999 Chevy 1 Ton 282 1993 Towmaster MDL T1ODD 24 1988 Chev.I Ton.Dump(No Plate) 283 1995 Towmaster MDL TIODD 25 1992 Ford F600 Contr.Dump 284 1995 Towmaster MDL TIODD 26 1993 Ford F700 Dump 288 1977 Mono (Gen.Tr.) 289 1998 Talbert 50T.Lowboy EQUIPMENT LIST Index Rem x 17 page 2 of 4 updated 5.6.2013 TANKERS GRINDERS 202 Tar Kettle(Large)(No Plate) 344 1983 Barber-Greene RX-40 Dynaplane 204 1970 Tar Kettle(Small) 346 1984 Barber-Greene RX-40 Dynaplane 206 1991 Tar Kettle(Small) 348 Barber-Greene RX40 Dynaplane(Junk) 210 1964 Fruehauf Tanker(No Plate) 351 1987 Barber-Greene RXD-40B Dynaplane 237 1960 Etnyre 275 Gal.Trailer 353 1994 CMI PR-800-7 Pavement Profiler 354 1998 CMI PR-800-7 Pavement Profiler ROLLERS 356 2005 CMI PR-860-7/12 Pavement Profiler 630 2007 Ingersol Rand DD-112-HF 357 2009 Wirtgen W2200 Millin Machine 631 2007 Ingersol Rand DD-112-HF 632 2006 Ingersol Rand DD-112-HF 633 2007 Ingersol Rand DD-90-HF SPREADERS 643 2004 Ingersol Rand SD 105 Base DX-TF Powe 839 Jersey Spreader 644 1998 Ingersol Rand DD90 849 1999 Blaw Knox RW 195 Road Widner 645 1995 Ingersol Rand 125R Rubber Tire 860 2005 CAT AP 1055 D Paver 646 1995 Ingersol Rand DD90 Vibra(Junk) 866 Gomaco Vibra.Screed 648 1991 Tampo RS 166A 869 1988 Puckett Bros.Mdl.T650 650 2005 Ingersol Rand DD28HF 870 2008 Cat AP655 Paver 651 2005 Ingersol Rand Vibra DD34HF 873 Barber-Greene MDL 225 652 2002 Ingersol Rand SD 100 Base Roller 875 2000 ROADTEC Shuttle Buggy 2500B 654 1987 Rex SP700 Vibra.Base Roller 877 2002 CAT AP 1055B 2002 Paver 655 Bomag BW210 Vibra Base Roller 878 2006 CAT AP 1055D Paver 657 1995 Ingersol Rand DD22 661 1994 Ingersol Rand DD24 Vibra. 662 Hyster Tandem Finish LOADERS 663 1997 Wolfpac Vibra. 733 1986 CAT 973 Track Loader 665 Hyster Tandem Finish 734 2012 CAT 980K Loader 666 1998 CAT CB-534C Vibra. 737 1989 Case Model 1845 C Uni-Loader 678 1973 Bomag Tandem Finish 738 1989 VME L-90 >< 680 1981 Hyster Tandem 742 1990 Trojan Model 550OZ 681 1984 Dynapac Vibra.Roller 745 1992 Case Model 1845-C Uni-Loader 682 1997 Hypac 12 Ton Tandem 746 1995 CAT 980 F Rubber Tire Loader 686 2001 Multi Quip Walk Behind Roller(Junk) 748 1997 John Deere Skid Steer 687 2001 Multi Quip Walk Behind Roller(Junk) 749 1997 John Deere Skid Steer 688 2005 Mikasa Walk Behind Roller 750 1999 CAT 963 Track Loader 689 2005 Mikasa Walk Behind Roller 751 1999 New Holland LX885 Skid Steer 690 2006 Wacker Walk Behind RD7 752 1999 New Holland LX885 Skid Steer 692 1981 Ingram 8-12 Ton Tandem Finish 753 2000 Volvo L-70 Rubber Tire Loader 694 1983 Ingram 8-12 Ton Tandem Finish 755 2001 New Holland LS 180 Skid Steer 695 2001 Hypac 12 Ton Tandem Finish 756 2001 New Holland LS 180 Skid Steer 696 2010 Sakai#R2H-2 3-Wheel Roller 757 2004 New Holland LS 185 Skid Steer 697 2010 Sakai#R2H-2 3-Wheel Roller 758 2004 New Holland LS 185 Skid Steer 760 2008 Cat 262 C Skid Steer GRADERS 761 2008 Cat 262 C Skid Steer 711 1985 CAT 140G 762 2008 New Holland L185 Skid Steer 712 2005 VOLVO G720B 763 2008 New Holland L185 Skid Steer 713 2001 VOLVO G726 VHP BACKHOE DOZERS 772 1987 CAT 225 Backhoe 779 1979 CAT D-7 773 Koehring MDL 6644 782 2000 John Deere 450H 774 CAT 321 DLCR Hydraulic Excavator FINE GRADE TRIMMER GRADALLS 898 1988 Gomaco 9500 Trimmer 183 2004 Warner Swasey X1,4100 II 184 2004 Warner Swasey XL4100 II EQUIPMENT LIST index item#17 WELDERS,' CRUSHING EQUIPMENT page 3 of 4 152 Miller Delta Weld 896 1994 Secondary Impactor updated 5.6.2013 153 Arc Welder 158 Miller Dial Arc JOB TOOLS-SAWS 159 Miller CP300(Shop) 2028 1994 Dewalt Circ,Saw 160 1983 Miller Welder(#19) 2034 1997 Partner Cut Off Saw 161 1983 Miller Welder 2035 1998 Stihl Cut Off Saw 162 1984 Miller Welder(#65) 2036 1999 Partner K950 Saw 163 1984 Miller Welder(#67) 2037 1999 Partner K950 Saw 165 Miller Welder 2041 Stihl TS 350 Saw 166 1992 Miller Welder(Shop) 2044 2001 Stihl TS 400 Conc.Saw 167 Miller Welder(Shop) 2045 Stihl TS 760 Cut Off Saw 168 Lincoln Welder 2046 2002 Stihl TS 460 Cut Off Saw 169 1995 Plasma Cutter 2047 2002 Stihl Cut Off Saw 170 Miller Welder(#43) 2048 2012 Stihl Cut Off Saw 178 1998 Miller Welder(#29) 2049 2003 Stihl Cut Off Saw COMPRESSORS 2050 2006 Stihl Cut Off Saw 149 2001 Atlas Copco Air Compressor 2051 2006 Stihl TS 400 Conc.Saw 150 2001 Atlas Copco Air Compressor 2052 2006 Hand Saw 171 1997 Sullair Air Compressor 2053 2006 Hand Saw 172 2007 Atlas Copco Air Compressor 2054 Stihl TS 400 Hand Saw 173 2009 Chicago Pneumatic Compressor 2055 2007 Husgvama Walk Behind saw 174 2007 Atlas Cpco XAS 185 J 2056 207 Stihl Hand Saw 175 2005 Atlas Copco Air Compressor 2057 2007 Stihl Hand Saw 176 Sanborn 5 HP Air Compressor 2058 Stihl TS 400 Saw 177 1997 Atlas Copco Air Compressor 179 Atlas Copco Air Compressor(Junk) 180 1999 Atlas Copco Air Compressor PNEUMATIC TOOLS 181 2007 Atlas Cpco XAS 185 J 2030 Bosh Electric Jackhammer 182 2007 Atlas Cpco XAS 185 J COMPACTION TOOLS 2101 Wacker Vibro-Plate W/Wat Tk MISCELLANEOUS EQUIPMENT 2103 Wacker Jumping Jack 148 2003 Alladin Pressure Washer 2104 Ingersoll-Rand Pogo Stick 154 2010 Pressure Washer 2105 Hand Roller 801 1998 Rosco Power Broom 2106 Hand Roller 802 1998 Rosco Power Broom 2107 Screed Vibrator 809 1997 Daewoo Forklift MDL G25S 2108 Screed Vibrator 810 1997 Daewoo Forklift MDL G25S 2109 Electric Concrete Vibrator(Junk) 811 Drop Hammer 2110 Electric Concrete Vibrator(Junk) 813 Allis Chalmers Fork Lift 2113 Mikasa jumping Jack 814 Pettibone Crane(15 Ton) 2115 Mikasa Vibra-Plate 815 Portable Cement Mixer 2116 190 Paving Breaker 819 Early Warner Arrow Broad 2117 190 Paving Breaker 822 Ind Air gas Air Compressor 2118 190 Paving Breaker 826 Arrow Board 2119 Wacker Elect.Conc.Vibrator 827 Arrow Board 2120 Wacker Elect.Conc.126 Vibrator 828 Arrow Board 2123 Wacker Vibra-Plate 830 Goodall#11-716K Start-All 2124 Mikasa Vibra-Plate 831 Dayton Gas Air Compressor(#8) 2125 Mikasa Vibra-Plate 832 Ind.Air Compressor(#43) 2126 Mikasa Plate Compactor 833 Trailer Dolly(Homemade) 2128 Mikasa Plate Compactor 834 2002 JLG Lift Manlift 2129 Mikasa Plate Compactor 835 JLG Lift Manlift 2131 Mikasa Plate Compactor 836 Quincy QT-5 Air Compressor(#19) 2132 Mikasa Plate Compactor 837 Quincy QT-5 Air Compressor(#39) 2133 Mikasa Plate Compactor 838 2001 JLG Man Lift 2134 Mikasa Plate Compactor 2135 Mikasa Plate Compactor SCREENING EQUIPMENT 2136 Mikasa Plate Compactor 879 1988 Read Screen-All 2137 Multiquip Plate Compactor 2138 Multiquip Plate Compactor VERMEER 2139 Multiquip Plate Compactor 880 1994 Vermeer CC-135 2140 Multiquip Plate Compactor EQUIPMENT LIST Index Item#17 SURVEYING EQUIPMENT page 4 of 4 2013 2201 David White Sight Level Pkg. MISCELLANEOUS-CONTINUED updated 5.6 2202 David White Sight Level Pkg. 2287 Sullair Rock Drill 2204 Geotec Engineers 18"Dumpy Lvl 2288 Sullair Rock Drill 2205 Sokkisha Self Leveling Level 2206 Laser Beam w/Accessories 2291 Honda EB4000X Generator 2207 Schnieder Transit 2292 Honda EB4000X Generator 2209 Rugby 50 Laser Kit 2293 Sullair Rock Drill SHOP TOOLS 2294 Sullair Rock Drill 2501 Zep Dyna Clean Parts Washer 2296 Minnich Air Drill 2502 Doerr Air Compressor 2298 E-Z Rock Drill 2503 Bench Drill Press 2299 E-Z Rock Drill 2504 Royal Drill Press 2300 Giant Blo Leaf Blower 2505 Rogers Model 60 Shop Press 2301 Cimline Curing Compound Spr 2507 1 Ton Blackhawk Trans.Jack 2302 Gorman Rupp 2"Water Pump 2508 TSJ-55 Grey Scissor's Jack 2303 Kent Breaker 2509 Bishman Tire Spreader 2306 Troxler 3430 Density Gauge 2513 Marquette Battery Charger 2307 Troxler 3430 Density Gauge 2514 1"Impact 2308 Dayco Hose Crimper 2521 Skill Saw(Heavy Duty) 2309 Honda Water Pump 2522 Skill Saw 5650 2310 Thor Rock Drill 2523 Milwaukee(Heavy Duty)Sander 2311 Thor Rock Drill 2524 Disc.Sander 2312 Truco Core Drill 2525 3/4"CP Impact Wrench 2314 Honda Generator 2526 Bosch Roto Drill 2315 Bosch Chipping Hammer 2528 Weld Air Portable Air Cleaner 2316 Pressure Washer Generac 2530 3/4"Impact Wrench 2317 Leaf Blower-Billy Goat MDL QB883 2531 Dayton Battery Charger 2318 Bobcat Breaker 2532 3/4"Impact Wrench 2319 60LB Breaker 2533 Quincy Air Compressor 2320 90LB Breaker 2534 Emerson Air Jack 25T 2321 90LB Breaker 2535 Emerson Air Jack 25T 2322 Rock Wheel Saw 2536 Transmission Jack 2323 Leaf Blower Little Wonder STOCK MNI 2324 Troxler 3430 Density Gauge 500 2325 Power Washer Excell MISCELLANEOUS 2326 Universal Grinder Attachment 2254 Mall 7000 Rodder 2327 90 lb Breaker 2256 Bump Machine 2328 90 lb Breaker 2258 Mr.Universal Torpedo Heater 2329 500 lb Breaker 2259 Mr.Universal Torpedo Heater 2330 500 lb Breaker 2260 Rebor Cutter/Bender 2331 500 lb Breaker 2262 Wheel Cutter(Moldboard Mount) 2332 Graco Line Lazer 2265 Curb Shoe for Grader 2333 Planer Attach for Skid Steers 2266 Curb Shoe for Grader 2334 Light Plant 2267 Post Puller w/Accessories 2335 All Pro Kerosene Heater-Field 2271 Case 2500 Generator(Junk) 2336 All Pro Kerosene Heater-Plant 2273 Koshen 2"Water Pump 2337 All Pro Kerosene Heater Plant 2274 Milwaukee Core Drill(E) 2338 All Pro Kerosene Heater-Plant 2275 Stanley Hammer-800 2339 Honda Water Pump 2276 Stanley Hammer 2340 Honda Water Pump 2277 Alitec GrinderAttachment 2341 90 lb Breaker 2278 Kent 350 Breaker 2342 90 lb Breaker 2279 Gorman 3"Water Pump 2343 Little Wonder Leaf Blower 2280 Honda Generator 2344 Port,Asphalt Heater 2281 Honda Generator 2345 24"Planer Attach for Skid Steers 2283 Amertec MDL 4500 Grout Pump 2346 APT 90 lb Jack Hammer 2284 Coleman G-e,.°r--t--r(Junk) 2347 Thor 90 lb Jack Hammer 2348 Kenco Barrier Wall Clamp 2349 CAT H120cs Hammer Illinois Department Affidavit of Availability of Transportation For the Letting of 4126/2013 Bureau of Construction (Letting date) 2300 South Dirksen Parkway/Room 322 Instructions: Complete this form by either typing or using black ink. Springfield, Illinois 62764 "Authorization to Bid"will not be issued unless both sides of this form are completed in detail. Use additional forms as needed to list all work. Part I. Work Under Contract List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture,list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate,and must include work subcontracted to others. If no work is contracted,show NONE. 211-024 212-019 212-023 212-024 71st St Pasquirelli Dr Harlem Ave Joliet Rd Contract Number 63556 63579 60T14 60T48 Contract With Lorig Const Alliance Contrs IDOT IDOT Estimated Completion Date June 2013 Nov 2013 June 2013 June 2013 Total Contract Price 351,000.00 157,997.00 217,527.00 133,016.00 Accumulated Totals Uncompleted Dollar Value if Firm is the Prime Contractor 217,527.00 133,016.00 350,543.00 Uncompleted Dollar Value if Firm is the - Subcontractor 1 351,000.00 1 157,997.001 1 508,997.00 Total Value of All Work 859,540.00 Part II. Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated subcontracted to others will be listed on the reverse of this form. In a joint venture,list only that portion of the work to be done by your company. If no work is contracted,show NONE. Totals Earthwork 20,000.00 11,800.00 31,800.00 Portland Cement Concrete Paving 0.00 HMA Plant Mix 75,000.00 10,000.00 85,000.00 HMA Paving 339,000.00 82,997.00 124,745.00 37,506.00 584,248.00 Clean&Seal Cracks/Joints 0.00 Aggregate Bases&Surfaces 4,050.00 4,050.00 Highway,R.R.and Waterway Structures 0.00 Drainage 11,229.00 11,229.00 Electrical 0100 Cover and Seal Coats 0.00 Concrete Construction 0.00 Landscaping 0.00 Fencing 0.00 Guardrail 0.00 Painting 0.00 Signing 0.00 Cold Milling,Planning&Rotomilling 0.00 Demolition 0.00 Pavement Markings(Paint) 0.00 Other Construction(List) 0.00 Grinding 12,000.00 25,000.00 5,400.00 42,400.00 0.00 Totals 351,000.00 157,997.00 179,745.00 69,985.00 0.00 758,727.00 Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code". Failure to comply will result in non-issuance of an"Authorization To Bid." This form has been approved by the State Forms Management Center. Printed 5/15/2013 Page 1 of 10 BC 57(Rev.08/17/10 Part III. Work Subcontracted to Others For each contract described in Part I,list all the work you have subcontracted to others. 1 2 3 4 5 Subcontractor No Subs No Subs Carrera Conc DNB Constr. Type of Work Concrete Concrete Subcontract Price 9,044.00 14,918.00 Amount Uncompleted 9,044.00 14,918.00 Subcontractor Hawk Elec DNB Constr. Type of Work Det Loops Drainage Subcontract Price 5,760.00 3,608.00 Amount Uncompleted 5,760.00 3,608.00 Subcontractor Hwy Safety Work Zone Safety Type of Work Traffic Control Traffic Control Subcontract Price 5,917.00 8,661.00 Amount Uncompleted 5,917.00 8,661.00 Subcontractor Mark-It Corp Nat.Power Rod Type of Work Striping Sewer Cleaning Subcontract Price 7,961.00 35,844.00 Amount Uncompleted 7,961.00 35,844.00 Subcontractor Rula's Ent Type of Work Drainage Subcontract Price 9,100.00 Amount Uncompleted 9,100.00 Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted 0.00 0.00 37,782.00 63,031.00 0.00 1,being duly sworn,do hereby declare this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal,State, County,City and private work, including ALL subcontract work,ALL pending low bids not yet awarded or rejected and ALL estimated completion dates Subscribed and sworn to before me Type or Print Name Officer or Director Title Notary Public Signed My commission expires: Company (Notary Seal) Address Printed 5/15/2013 Page 6 of 10 BC 57(Rev.08/17/10 Affidavit of Availability Illinois Department For the Letting of 4/26/2013 of Transportation (Letting date) Bureau Of Construction Instructions: Complete this form by either typing or using black ink. 2300 South Dirksen Parkway/Room 322 "Authorization to Bid"will not be issued unless both sides of this form are Springfield, Illinois 62764 completed in detail. Use additional forms as needed to list all work. Part I. Work Under Contract List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture,list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineers or owners estimate,and must include work subcontracted to others. If no work is contracted,show NONE. 213-001 213-002 213-003 213-004 Awards Pending East Ave Haven Contract Number 63736 63773 Contract With IDOT City of Darien Vil of Downers IDOT Grove Estimated Completion Date Aug 2013 Aug 2013 Aug 2013 July 2013 Total Contract Price Accumulated 1,042,205.00 1,053,209.00 1,918,509.00 1,231,965.00 Totals Uncompleted Dollar Value if Firm is the Prime Contractor 11042,205.00 1,053,209.00 1,918,509.00 1,231,965.00 5,596,431.00 Uncompleted Dollar Value if Firm is the Subcontractor 508,997.00 Total Value of All Work 6,105,428.00 Part II. Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated Subcontracted to others will be listed on the reverse of this form. In a joint venture,list only that portion of the work to be done by your company. If no work is contracted,show NONE. Totals Earthwork 35,000.00 200,000.00 50,000.00 316,800.00 Portland Cement Concrete Paving 0.00 HMA Plant Mix 35,000.00 300,000.00 420,000.00 HMA Paving 574,239.00 713,699.00 563,257.00 475,625.00 2,911,068.00 Clean&Seal Cracks/Joints 0.00 Aggregate Bases&Surfaces 75,000.00 100,000.00 179,050.00 Highway,R.R.and Waterway Structures 0.00 Drainage 11,229.00 Electrical 0.00 Cover and Seal Coats 0.00 Concrete Construction 30,000.00 30,000.00 Landscaping 0.00 Fencing 0.00 Guardrail 0.00 Painting 0.00 Signing 0.00 Cold Milling,Planning&Rotomilling 0.00 Demolition 0.00 Pavement Markings(Paint) 0.00 Other Construction(List) 0.00 Grinding 30,000.00 150,000.00 150,000.00 372,400.00 0.00 Totals 634,239.00 933,699.00 1,288,257.00 625,625.00 0.00 4,240,547.00 Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code". Failure to comply will result in non-issuance of an"Authorization To Bid." This form has been approved by the State Forms Management Center, Printed 5/15/2013 Page 2 of 10 BC 57(Rev.08117/10 Part III. Work Subcontracted to Others For each contract described in Part I,list all the work you have subcontracted to others. 1 1 2 3 4 Awards Pending Subcontractor Azteca Power Geomat Schroeder& Dinatale No Subs Type of Work Conc&Sewer Petromat Concrete Concrete Subcontract Price 350,557.00 111,010.00 483,364.00 253,269.00 Amount Uncompleted 350,557.00 111,010.00 483,364.00 253,269.00 Subcontractor Hawk Elec DNB Hawk Elec Hawk Elec Type of Work Detector Loops Structure Adj Detec Loops Electrical Subcontract Price 10,194.00 8,500.00 3,990.00 28,800.00 Amount Uncompleted 10,194.00 8,500.00 3,990.00 28,800.00 Subcontractor Precision Pavt Marking American Topsoil Del Toro Landscaping Type of Work Striping Landscape Landscape Subcontract Price 26,895.00 60,802.00 82,107.00 Amount Uncompleted 26,895.00 60,802.00 82,107.00 Subcontractor Hwy Safety Ray Edwards Ray Edwards Type of Work Traffic Control Sewer Sewer Subcontract Price 20,320.00 59,491.00 170,708.00 Amount Uncompleted 20,320.00 59,491.00 170,708.00 Subcontractor Superior Road Precision Pavt Marking Striping Type of Work Striping Striping Subcontract Price 8,305.00 5,895.00 Amount Uncompleted 8,305.00 5,895.00 Subcontractor Traffic Control Hwy Safety &Protlnc. Type of Work Traffic Control Traffic Control Subcontract Price 14,300.00 33,971.00 Amount Uncompleted 14,300.00 33,971.00 Subcontractor Visu-Sewer Type of Work Insertion Pipe Subcontract Price 31,590.00 Amount Uncompleted 31,590.00 Total Uncompleted 407,966.00 119,510.00 630,252.00 606,340.00 0.00 I,being duly sworn,do hereby declare this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal,State,County,City and private work, including ALL subcontract work,ALL pending low bids not yet awarded or rejected and ALL estimated completion dates Subscribed and sworn to before me this 30th day of May, 2013 � �� �ype or Print Name amqLoukota esident Title Notary P lic Signe My commissio dire "OFFICIAL SEAL" Company Cen al c p Co., Inc. * DIANE J.VAVREK (Notary Seal) w Address 6160 S. Eas Ave., P.O. Box 2010 Notary Public,State of Illinois y' My Commission Expires 05/18/16 LaGrange, IL 6055 Printed 5/1512013 Page 7 of 10 BC 57(Rev.08/17/10 ■.� U- i �.. Z 0 � Qv�� 00 F. w ■� o W V)p y 0 � 5w Q o ■�. Z CL Uw �.2 (� `o 0= a 0 0 WF- c w y i W ►- V zO p W 3t Ic CL p O � RS x -i QQO Iw Z W LL r W U Z ■C, OOm c > Z O �¢ 4� F- ¢ w w cn I ■u.■r� W X f j J = W 0 -� Z p Of W Qm < Q U � dZ p 0! d' (n ZI- 0 o Z } 0 N 0 w F- O U o U z u- F- M fn v U u wCO O co W J2 F- Q ~ U dQUp x LL uj O n. LLWV 0 = 0OWw cn ~O QO o X ZZ O O M 1- Cl) 0 Uo ° ° ° ° ° ° °Q o o_ o o o o_ o o o LL J m c p LO 0 N N 0 0 V� � w cl)(L LIJ 4 v e4 N& O m M ♦r Q Fss D U N 00 Q W LL 0= = p (n _M O�! L6 ZJOCo Q F- z v cj L• LO � ? ZJ m � Z Q � d W 0 F- 2 } W = fn CL o _ a I- F- ..J W �LLI D m Z C7 -� U) l- z Q N O W O LL O 2 J ?LL m (n O J LLJ_ ca HNWO � � 0 it w � p I_ J � W lA � � • L p =Z 3: � assw p C~ a � � oZW x og � m � w w 0 LL •— O � � � vagw �- i- U Z Y00 LLJ0 OzwF o_ ¢ } Q d J C:) O � a � g0w z0 < vW ¢ a U s a v o o W w U t� N u" JZ0 W ¢ ZJJc7s F- Q Z F- m m iUYz w = o V O O Q = U LU Z pQ f- O O Q W Co N n N N Q Q W V0. Z � F=- °00000000 F=- U LLJ 2: CO P T) v to 0 v rn v J