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2012 Water Main Replacement_201204251245590194PF�OPOSAL SUBMITTED BY: f 4 o�Gto'S_ m'I_^ eet j' Y`,A.._tt' Box City ' State Zip Code Village of Oak Brook Illinois 0 F Q,d,t W4r I �,OUk 1 CONTRACT REQUIREMENTS FOR: 2012 WATER MAIN REPLACEMENT PARTS OF YORK WOODS SUBDIVISION STELIOS AKTIPIS MICHAEL MANZO MARK MOY GOPAL LALMALANI - PRESIDENT GERALD WOLIN ASIF YUSEF ELAINE ZANNIS ///jig,,,. j I I® JAMES J. BENES AND ASSOCIATES, INC `!V U X950 Wauenville Road • Suite 101 • Lisle, Illinois 60532 Tel. (630) 719-7570 - Fax (630) 719-7589 AMENDMENT#1 v 2012 WATER MAIN REPLACEMENT CONTRACT 1. A. iVillage shall have the right, by written order executed by Village, to make changes in the Contract, the Work, the Work Site, and the Contract Time ("Change Order"). If any Change Order causes an increase or decrease in the amount of the Work, an equitable adjustment in the Contract Price or Contract Time may be made. All claims by Contractor for an equitable adjustment in either the Contract Price or the Contract Time ("Claims for Adjustment") shall be made in writing and made within two business days following receipt of such Change Order, and shall, if not made prior to such time, be conclusively deemed to have been waived. All Claims for Adjustment shall fully detail the equitable adjustment sought by Contractor and include a detailed breakdown of any proposed changes in labor charges, Contract Price, equipment to be purchased or used, type or quality of materials to be purchased or used, quantity of materials to be purchased or used, or Contract Time. No decrease in the amount of the Work cbused by any Change Order shall entitle Contractor to make any claim for damages, anticipated profits, or other compensation. In the event of an emergency or other unanticipated circumstance that makes it unreasonable for the Village to issue a Change Order in writing or for the Contractor to make a Claim for Adjustment in writing before the change in the Work, the Work Site, or the Contract Time is commenced, the Village can issue a Change Order, and the Contractor can make a Claim for Adjustment related to that Change Order, orally, and such Change Order or Claim for Adjustment may be accepted orally. However, all such oral Change Orders, Claims for Adjustment, and acceptances thereof must be memorialized in writing as soon a practicable, and in no event later than two business days after such an oral Change Order, Claim for Adjustment, or acceptance thereof is made. All such oral Claims for Adjustment and acceptances thereof shall include a detailed breakdown of any changes in labor charges, Contract Price, equipment to be purchased or used, type or quality of materials to be purchased or used, quantity of materials to be purchased or used, or Contract Time. If the oral Claim for Adjustment thereof is not memorialized in writing by the Contractor within two business days, the Contractor's claim for an equitable adjustment in Contract Price or Contract Time shall be conclusively waived. Village's oral acceptance of a Claim Adjustment shall not be deemed a waiver of Contractor's obligation to make future Claims for Adjustment in writing within two business days following the receipt of a Change Order pursuant to this Section 1.A. B. For any delay that may result from causes that could not be avoided or controlled by Contractor, Contractor shall, upon timely written application, be entitled to issuance of a Change Order providing for an extension of the Contract Time for a period of time equal to the delay resulting from such unavoidable cause. No extension of the Contract Time shall be allowed for any other delay in completion of the Work. No payment, compensation, damages, or adjustment of any kind, other than the extension of the Contract Time shall be made to, or claimed by, Contractor because of hindrances or delays from any cause in the commencement, prosecution, or completion of the Work, whether caused by Village or any other party and whether avoidable or unavoidable. ATTEST: it li ecretary Village President UIQM 1.OhSriGiG'7`/0�9 �/�t� Cor orate Name By Contractor SAMPLE CHANGE ORDER FORM VILLAGE OF OAK BROOK SHEET OF CHANGE ORDER NO. _ PROJECT NAME: LOCATION: CONTRACTOR: A. DESCRIPTION OF CHANGES INVOLVED: B. REASON FOR CHANGE: C. REVISION IN PRICE: CONTRACT NO. DATE: II. ADJUSTMENTS IN AMOUNT OF CONTRACT: 1. Amount of Original Contract Price 2. Net (addition) (reduction) due to all previous Change Orders Nos. to 3. Amount of Contract Price, not including this Change Order 4. (Addition) (Reduction) to Contract Price due to this Change Order 5. Amount of Contract Price including this Change Order III. FINDINGS. SHEET OF CHANGE ORDER NO. P Pursuant to the requirements of Section 33E-9 of the Illinois Criminal Code of 1961, the undersigned do hereby find that the Change Order: [check all that are appropriate] _ is necessary due to circumstances that were not foreseeable at the time the Owner entered into the Contract; is germane to the Contract in its original form as signed; and/or is in the best interest of the Owner and authorized by law. RECOMMENDED FOR ACCEPTANCE: CONSULTING ENGINEERS: [NAME OF FIRM] Date: M ACCEPTED: By my authorized signature below, being first duly sworn on oath, I certify on behalf of Contractor that this Change Order does not authorize or necessitate an increase in the price of any Subcontract under the Contract that is 50% or more of the original Subcontract price. Date: Date: #10341352 vi 6 [CONTRACTOR'S NAME] M VILLAGE OF OAK BROOK M Village of Oak Brook 2012 Water Main Replacement Projecl 01 Bid Package �� February, 2012 Table of Contents Section A. Notice to Bidders B. Bid C. Instructions to Bidders D. Specifications E. Special Conditions F. Statement of Bidder's Qualifications G. References H. Bid Certification I. Contract J. Contract Bond Section A Notice to Bidders January 31, 2012 Ms. Holly Bratanick The Daily Herald P.O. Box 280 Arlington Heights, IL 60006 Dear Ms. Bratanick: Please publish the following legal notice on February 2, 2012: NOTICE TO BIDDERS VILLAGE OF OAK BROOK The Village of Oak Brook will receive bids for: 2012 Water Main Replacement Project Sealed bids will be received by Rania Serences, Purchasing Clerk, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 until 9:30 A.M., February 21, 2012 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 by depositing a non-refundable fee of Fifty Dollars ($50.00). No bid shall be withdrawn after opening of bids without the consent of the Village of Oak Brook for a period of sixty (60) 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 informalities in bidding and to accept the bid deemed most advantageous to it. Charlotte Pruss Village Clerk Section B Bid ZUIZ water Main Keplacement 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. VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM NO. DESCRIPTION UNIT TOTAL QUANTITY UNIT PRICE TOTAL COST 1 TREE ROOT PRUNING SPECIAL EACH 655 jj,b� 3 (po00 2 TEMPORARYFENCE FOOT 11,740 �,a� q, L) 3 INLET AND PIPE PROTECTION EACH 34 4 AGGREGATE FOR TEMPORARY ACCESS TON 1 175 ��•�� GY O�S. AD 5 CONTAMINATED WASTE DISPOSAL TON 100 oD 6 SODDING, SPECIAL SQ YD 9,575 g�go, 7 SUPPLEMENTAL WATERING UNIT 201 �pCt'7,00 /;Z Dtoo.o0 8 CLASS D PATCHES, 2", SPECIAL SQ YD 9,213 / a.40 fa a3. �� 9 HOT MIX ASPHALT DRIVEWAY PAVEMENT, 4" SQ YD 1 901 37• 33,337, 00 10 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6" SQ YD 280 ,60 13 4 rA 00 11 BRICK PAVER DRIVEWAY, REMOVAL AND REPLACEMENT SQ FT 1,836 fO.60 I O 12 COMBINATION CONCRETE CURB AND GUTTER, REMOVAL AND REPLACEMENT FOOT 1768 o��.b0 3S��j(pQ.oO 13 CONCRETE CURB, REMOVAL AND REPLACEMENT FOOT 33 cf0.O� (p(,6 14 PROTECTIVE COAT SO YD 588 °= j� 17(y• ob 15 DRIVEWAY PAVEMENT REMOVAL SQ YD 1,181 /�, lD,Oc e) g(" 00 16 PVC C-900 STORM SEWER 6", REMOVAL AND REPLACEMENT FOOT 22 �. DO 00 17 PVC C-900 STORM SEWER 10", REMOVAL AND REPLACEMENT FOOT 60 co wo. 18 PVC C-900 STORM SEWER 12", REMOVAL AND REPLACEMENT FOOT 146 19 PVC C-905 STORM SEWER 16", REMOVAL AND REPLACEMENT FOOT 170 �TS; oo ier no, 00 20 PVC C-900 WATER MAIN, 6" FOOT 6,962 yca?, q-0 a9a y0S! °o VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM NO. DESCRIPTION UNIT TOTAL QUANTITY UNIT RICE TOTAL COST 21 PVC C-900WATER MAIN. 8" FOOT 1,944 [P 710.t� G pq ,ggq.0O 22 STEEL CASING PIPE 12" FOOT 70 S3.O' 3 ID 00 23 STEEL CASING PIPE 16" FOOT 24 -46),00 'l io 0o 00 O 24 GATE VALVE 6", VALVE VAULT 4' DIA, TYPE 1 FRAME, CLOSED LID EACH 13 I00.O0 n d� x,00 25 GATE VALVE 8", VALVE VAULT 4' DIA, TYPE 1 FRAME, CLOSED LID EACH 6 ajli60.�� ''tt `I� m• W i 26 NON -PRESSURE WATER MAIN CONNECTION "A" L SUM 1 00 27 NON -PRESSURE WATER MAIN CONNECTION "B" L SUM 1 Cp,�Q(),O0 D oco �y, 260.,* 28 NON -PRESSURE WATER MAIN CONNECTION "C" L SUM 1 4coo, 29 NON -PRESSURE WATER MAIN CONNECTION "D" L SUM 1 30 NON -PRESSURE WATER MAIN CONNECTION "E" L SUM 1 31 NON -PRESSURE WATER MAIN CONNECTION "F" L SUM 1 �ISOO l Sd0•� 32 NON -PRESSURE WATER MAIN CONNECTION "G" L SUM 1 33 NON -PRESSURE WATER MAIN CONNECTION "H" L SUM 1 y(gpp y [oQ,j,�� 34 NON -PRESSURE WATER MAIN CONNECTION "I" L SUM 1 y(ppp.°—° x,00 35 NON -PRESSURE WATER MAIN CONNECTION "J" L SUM 1 y goo,00 L f gro. 00 36 NON -PRESSURE WATER MAIN CONNECTION "K" L SUM 1 yCpp.00 y QQ p 00 37 WATER SERVICE, NEAR SIDE, 1 1/2" EACH 39 ci00,q5� 3B WATER SERVICE, NEARSIDE, 11/2" (5 -FOOT BEYOND BACK -OF -CURB) EACH 5 a�� LGb• °� �Qj SDD. 60 39 WATER SERVICE, NEAR SIDE, 1 1/2" (25 -FOOT BEYOND RIGHT-OF-WAY) EACH • 10 gco .110' n 9 DOO.00 . VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM NO. DESCRIPTION UNIT TOTAL QUANTITY UNIT PRICE TOTAL COST 40 WATER SERVICE, FAR SIDE, 1 1/2" EACH 42 ci,� l09 aoo.00 41 WATER SERVICE, FAR SIDE, 1 1/2" (SPECIAL) EACH 4 avow(�)Q.,00 42 WATER SERVICE, FAR SIDE, 1 1/2" OPEN CUT EACH 2 3 yoo �� Sm. q, - 43 WATER SERVICE, FAR SIDE, 1 1/2" (5 -FOOT BEYOND BACK -OF -CURB) EACH 7 �1 . 44 WATER SERVICE, FAR SIDE, 1 1/2" (25 -FOOT BEYOND RIGHT-OF-WAY) EACH 8 3 aoo•°O a.5 (pC)O•� 45 WATER SERVICE, NEAR SIDE, 2" EACH 9 46 WATER SERVICE, FAR SIDE, 2" EACH 8 3 S p.o� cr t7Q�, 00 47 DRAINAGE STRUCTURE TO BE ADJUSTED EACH 10 48 WATER SERVICE ADJUSTMENT EACH 10 49 TRACERWIREIN CONDUIT FOOT 9,486,E 50 TRACER WIRE ACCESS BOX EACH 29 51 VALVE BOXES TO BE FILLED EACH 15 OD �� I,SDo•OD 52 VALVE VAULTS TO BE FILLED VALVE BOXES TO BE REMOVED EACH 5 53 EACH 4 54 FIRE HYDRANTS EACH 29 55 TEMPORARY FIRE HYDRANT EACH 1 �/�''200, Do 56 FIRE HYDRANTS TO BE REMOVED EACH 19 I SO.°D a,2 SO, °" 57 SELECT GRANULAR BACKFILL CU YD 5,882 Y.GO iLI 11 1(ps ,OV 58 CLSM BACKFILL FLOWABLE FILL)CU YD 70 00,E 06 59 SANITARY SERVICE REPAIR FOOT 335 ya, + 41040. Otl VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM NO, DESCRIPTION UNIT TOTAL QUANTITY UNIT PRICE TOTAL COST 60 SUMP LINE REPAIR EACH 5 �I 61 STREET SWEEPING HOUR 200 /3S,5 ;24 62 TEST HOLES EACH 33 /t7i�,00 .3 3co,00 63 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 60 7.00 SqQ, 60 64 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT 120 65 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 11 56 aa• l a 3a• °° 66 11TRAFFIC CONTROL & PROTECTION I L SUM 1 1 I/o'coo-qol /D 000. 6o BIDDER'S PROPOSAL FOR THE ENTIRE IMPROVEMENT (TOTAL BID) g 1 5 , Lo ALL OF THE ABOVE ITEMS, COMPLETE, IN PLACE, AS SPECIFIED, FOR THE TOTAL AMOUNT OF: Ong l l ori -R�A -� v riarp-A N i rte v r n e l l arS an jT- IN WRITING) . 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 sixty (60) 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. 5. TIME OF COMPLETION: The undersigned affirms and declares that if awarded the contract for this work he will completely perform said contract in strict accordance with its terms and conditions by Friday, September 28, 2012, with work commencing on the 10"' day following the date of receipt of the Notice to Proceed, unless additional time shall be granted by the Village in accordance with the provisions of the specifications. Should the contractor fail to complete the work by said date 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 bonq or check is P (atd Bond :For F,ui- efeen+ o RJ-r4f ($ S•. ic) . 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. Atfach 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. THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Vian Construction Co., Inc. 1041 Martha, Elk Grove Village IL 60007 as Principal, hereinafter called the Principal, and Western Surety Company P. O. Box 5077 Sioux Falls SD 57117-5077 a corporation duly organized under the laws of the State of SD 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 2012 Water Main Replacement in Oak Brook Illinois 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. (7-Itle) ALA DOCUMENT A310 • BID BOND • AIA • FEBRUARY 1970 ED. o THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Christine Eitel Of Chicago IL its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature Surety Bond Number. Bid Bond Principal: Vian Construction Co., Inc. Obligee: Village of Oak Brook Amount of Bond: See Bond Form and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 19th day of September 2006 r eas RETY�r, Y Els �`SE AV;p _-' ruflat, nior Vice President State of South Dakota t County of Minnehaha / ss On this 19th day of September 2006 , 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 the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation.++SSSSw55oy555s.,y�,.,.,.,55.,.,+ ELL My commission expires r SEAL NOTARYR PUBLIC SQL r ! j November 30. 2012 r SOUTH DAKOTA s +s555ss5555555555ssws55y4 D. Krell, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation 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 corporation this 21 St day of February 2012 ,�"SURES. •e?'eoe'O WES 4PANY Ems` SE pV; Q elson, Assistant Secretary Form F3146-9-2006 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. Firm Address:_ [ bq I I V UA.I + lCL 5-'ftet Name Printed: \/I rlY ' ffendtn(2 If a Corporation: AMMMMW � Secretary Section C Instructions 1. RECEIPT OF BID: 21 st day, February, 2012; 9:30 A.M. 2. BASIS OF BID: Sealed bids will be received until the above noted time and date. 3. PROJECT DESCRIPTION: 2012 Water Main Replacement Project 4. PREPARATION AND SUBMISSION OF BID: A. The bid must be delivered to the office of the Purchasing Director, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or before Tuesday, at 9:30 A.M., prevailing time, February 218t, 2012, at which time the Village will have 60 days to review the bid. B. The bid shall be submitted on the exact form furnished. All blank spaces for bid price, unit cost and alternates must be filled in --in ink --in both words and figures (as stipulated). In case of any discrepancy in the amount proposed, the prices expressed in written words shall govern. C. A complete bid package must be submitted, including the following items: 1. Bid. 2. Statement of Qualifications. 3. References 4. Bid Certification D. The Contract and Contract Bond (Performance and Payment) are provided as information, and will be completed 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. E. Separate sheets may be attached to the bid for the purpose of explanation, exception, alternate bid and to cover the unit price, if needed. F., In submitting this bid, the contractor further declares that the only person or party interested in the bid as principals are those named herein, and that the bid is made without collusion with any other person, firm or corporation. G. The contractor further declares that he has carefully examined this entire Bid Package and he has inspected in detail the site of the proposed work, and that 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. H. The contractor 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. I. The contractor declares that he understands that the quantities listed on the Bid are approximate only and that they are subject to increase or decrease; and that he will take in full payment thereof the amount and the summation of the actual quantities, as fully determined by the Village. J. The contractor further agrees that the price submitted within the bid is for the purpose of obtaining a gross sum, and for use in computing the value of extras and deductions. If there is a discrepancy between the gross sum bid and that resulting from the summations of the quantities multiplied by the unit price, the latter shall apply. K. The contractor further agrees that if the Village decides to extend or shorten the work, or otherwise alter 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, at the contract unit price. L. The contractor 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, and compensation shall be as set forth in the specifications. M. The contractor 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 the receipt of the Notice of Award and the Contract by him. N. The contractor 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, material supplies, and subcontractors in accordance with the terms of the Contract. O. The contractor 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. P. By submitting a Bid, the contractor 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. Q. 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. R. If the contractor 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. The Village will not be responsible for any other explanation or interpretation of the Bid Package. 5. SUBSTITUTIONS: I ffl 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 7. 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. All bids shall be good for sixty (60) days from the date of the bid opening 8. GUARANTEE: Contractor 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 (except for the forth Tuesdays of June, August and November for significant amounts due to no Village Board meetings). For consideration on one of these dates, payment request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of the month. 10. INDEMNIFICATION: The Contractor shall protect, indemnify, save, defend and hold forever harmless the Village and/or its officers, officials, employees, volunteers, agents and James J. Benes & Associates 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, agents and James J. Benes & Associates may incur, suffer or sustain, or for which the Village and/or its officers, employees, agents and James J. Benes & Associates 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 and James J. Benes & Associates 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 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 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 of 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 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 $5,000, the required limit shall be $500,000; 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, and James J. Benes &Associates are to be covered as additional insureds in 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 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. 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 A 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)Two (2) 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 FINAL WAIVER OF LIEN STATE OF ILLINOIS ) General Contractor ) SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: WHEREAS the undersigned bas been retained by the Village of Oak Brook to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned, for and in consideration of (S ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es) hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or machinery, heretofore furnished, or which may be famished at any time hereafter, by the undersigned for the above-described premises, INCLUDING EXTRAS*. COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED, (NAME) AND SAYS THAT HE/SHE IS (POSITION) NAME) FURNISHING _ (PROJECT NAME) BEING DULY SWORN, DEPOSES OF (COMPANY WHO IS THE CONTRACTOR WORK ON THE That the total amount of the contract including extras* is $ on which he/she has received payment of $ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS- PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SUBSCRIBED AND SWORN TO BEFORE ME THIS SIGNATURE DAY OF 20_ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT. 7118/04 VILLAGE OF OAK BROOK PARTIAL WAIVER OF LIEN TO DATE STATE OF ILLINOIS ) General Contractor ) SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by the Village of Oak Brook to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned, for and in consideration of ($ ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es) hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery famished, and on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or machinery, furnished to this date by the undersigned for the above-described premises, INCLUDING EXTRAS*. DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED, (NAME) AND SAYS THAT HE/SHE IS (POSITION) NAME) FURNISHING (PROJECT NAME) BEING DULY SWORN, DEPOSES OF (COMPANY WHO IS THE CONTRACTOR WORK ON THE That the total amount of the contract including extras* is $ on which he/she has received payment of $ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: cuKrR ci PR10E AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS- PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than above stated, DATE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 120 NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT. 2/18/04 VILLAGE OF OAK BROOK FINAL WAIVER OF LIEN STATE OF ILLINOIS ) Sub Contractors and Material Suppliers )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by to famish for the project known as of which the Village of Oak Brook is the owner. THE undersigned, for and in consideration of ($ ) Dollars, and other good and valuableconsideration, the receipt whereof is hereby acknowledged, do(es) hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery famished, and on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or machinery, heretofore famished, or which may be thmished at any time hereafter, by the undersigned for the above-described premises, INCLUDING EXTRAS*. COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED, (NAME) AND SAYS THAT HE/SHE IS (POSITION) NAME) FURNISHING _ (PROJECT NAME) BEING DULY SWORN, DEPOSES OF (COMPANY WHO IS THE CONTRACTOR WORK ON THE That the total amount of the contract including extras* is $ on which he/she has received payment of $ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHATFOR INCLUDING EXTRAS' PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SUBSCRIBED AND SWORN TO BEFORE ME THIS SIGNATURE DAY OF 20_ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT. 2/18/04 VILLAGE OF OAK BROOK PARTIAL WAIVER OF LIEN TO DATE STATE OF ILLINOIS ) Sub Contractors and Material Suppliers - )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned, for and in consideration of ($ ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es) hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or machinery, furnished to this date by the undersigned for the above-described premises, INCLUDING EXTRAS*. DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) ) SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED, (NAME) AND SAYS THAT HE/SHE IS (POSITION) NAME) FURNISHING (PROJECT NAME) BEING DULY SWORN, DEPOSES OF (COMPANY WHO IS THE CONTRACTOR WORK ON THE That the total amount of the contract including extras* is $ on which he/she has received payment of $ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have famished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS- PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20_ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT. 2/18/04 VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT PLANS AND SPECIFICATIONS The following plans are attached to this Bid Package and are included as a part of the contract documents for this work: DRAWING NO. TITLE 1 thru 30 2012 WATER MAIN REPLACEMENT Detailed specifications are contained in this section. 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 for Water and Sewer Construction in Illinois; then 5. Standard Specifications for Road and Bridge Construction PAGE 1 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT SPECIFICATIONS FOR CONSTRUCTION The following Specifications and other provisions together with the Special Provisions shall govern the construction of the proposed improvement and will be made a part of the Contract. A. "Standard Specifications for Water and Sewer Construction in Illinois", adopted July, 2009 B. "Standard Specifications for Road and Bridge Construction", adopted January 1st, 2012, published by the Illinois Department of Transportation (]DOT). C. "Supplemental Specifications and Recurring Special Provisions", adopted January 15t, 2012, published by IDOT. D. "Bureau of Local Roads and Streets, Special Provisions and Specifications", published by IDOT. E. "Bureau of Design and Environment, Special Provisions", adopted subsequent to issuance of Supplemental Specifications and Recurring Special Provisions. F. "Manual on Uniform Traffic Control Devices for Streets and Highways", adopted by IDOT. G. Village of Oak Brook "Public Works Construction Standards", latest edition. 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 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT SPECIAL PROVISIONS FOR CONSTRUCTION The following Special Provisions supplement the "Standard Specifications for Water and Sewer Construction in Illinois" (hereinafter referred to as the Standard Specifications); the "Standard Specifications for Road and Bridge Construction" (hereinafter referred to as the [DOT Standard Specifications) adopted January 1St, 2012; 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. In case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern. PAGE 3 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Du Page County Prevailing Wage for February 2012 Trade Name RG TYP C Base FRMAN *M -F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT -GEN ALL 35.200 35.700 1.5 1.5 2.0 12.18 8.820 0.000 0.450 ASBESTOS ABT -MEC BLD 32.850 0.000 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 12.61 0.000 0.350 BRICK MASON BLD 39.780 43.760 1.5 1.5 2.0 9.300 11.17 0.000 0.730 CARPENTER ALL 40.770 42.770 1.5 1.5 2.0 12.34 11.25 0.000 0.530 CEMENT MASON ALL 38.000 40.000 2.0 1.5 2.0 8.950 16.35 0.000 0.380 CERAMIC TILE FNSHER BLD 33.600 0.000 2.0 1.5 2.0 9.200 6.680 0.000 0.580 COMMUNICATION TECH BLD 32.650 34.750 1.5 1.5 2.0 9.250 14.46 0.400 0.610 ELECTRIC PWR EQMT OP ALL 34.240 45.510 1.5 1.5 2.0 5.000 10.62 0.000 0.260 ELECTRIC PWR GRNDMAN ALL 26.480 45.510 1.5 1.5 2.0 5.000 8.200 0.000 0.200 ELECTRIC PWR LINEMAN ALL 41.000 45.510 1.5 1.5 2.0 5.000 12.71 0.000 0.310 ELECTRIC PWR TRK DRV ALL 27.420 45.510 1.5 1.5 2.0 5.000 8.500 0.000 0.210 ELECTRICIAN BLD 36.200 39.820 1.5 1.5 2.0 9.250 16.27 4.380 0.680 ELEVATOR CONSTRUCTOR BLD 48.560 54.630 2.0 2.0 2.0 11.03 11.96 2.910 0.000 FENCE ERECTOR NE ALL 32.660 34.660 1.5 1.5 2.0 12.42 10.00 0.000 0.250 FENCE ERECTOR W ALL 44.950 47.200 2.0 2.0 2.0 8.890 17.69 0.000 0.400 GLAZIER BLD 38.500 40.000 1.5 2.0 2.0 11.49 14.64 0.000 0.840 HT/FROST INSULATOR BLD 43.800 46.300 1.5 1.5 2.0 10.82 11.86 0.000 0.720 IRON WORKER E ALL 40.750 42.750 2.0 2.0 2.0 13.20 19.09 0.000 0.350 IRON WORKER W ALL 44.950 47.200 2.0 2.0 2.0 8.690 17.69 0.000 0.400 LABORER ALL 35.200 35.950 1.5 1.5 2.0 12.18 8.820 0.000 0.450 LATHER ALL 40.770 42.770 1.5 1.5 2.0 12.34 11.25 0.000 0.530 MACHINIST BLD 43.160 45.160 1.5 1.5 2.0 7.980 8.950 0.000 0.000 MARBLE FINISHERS ALL 29.100 0.000 1.5 1.5 2.0 9.300 11.17 0.000 0.660 MARBLE MASON BLD 39.030 42.930 1.5 1.5 2.0 9.300 11.17 0.000 0.730 MATERIAL TESTER I ALL 25.200 0.000 1.5 1.5 2.0 12.18 8.820 0.000 0.450 MATERIALS TESTER II ALL 30.200 0.000 1.5 1.5 2.0 12.18 8.820 0.000 0.450 MILLWRIGHT ALL 40.770 42.770 1.5 1.5 2.0 12.34 11.25 0.000 0.530 OPERATING ENGINEER BLD 1 45.100 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 2 43.800 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 3 41.250 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 4 39.500 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 5 48.850 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 6 46.100 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER BLD 7 48.100 49.100 2.0 2.0 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 1 43.300 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 2 42.750 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 3 40.700 47.300 1.5 1-5 2.n 14.4n 9,550 1.900 1.250 OPERATING ENGINEER HWY 4 39.300 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 5 38.100 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 6 46.300 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 OPERATING ENGINEER HWY 7 44.300 47.300 1.5 1.5 2.0 14.40 9.550 1.900 1.250 ORNAMNTL IRON WORKER E ALL 40.200 42.450 2.0 2.0 2.0 12.67 14.81 0.000 0.500 ORNAMNTL IRON WORKER W ALL 44.950 47.200 2.0 2.0 2.0 8.890 17.69 0.000 0.400 PAINTER ALL 40.180 42.180 1.5 1.5 1.5 8.950 8.200 0.000 1.250 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 0.000 PILEDRIVER ALL 40.770 42.770 1.5 1.5 2.0 12.34 11.25 0.000 0.530 PIPEFITTER BLD 41.000 43.000 1.5 1.5 2.0 10.75 14.59 0.000 1.660 PLASTERER BLD 39.360 41.720 1.5 1.5 2.0 9.300 11.72 0.000 0.780 PLUMBER BLD 41.000 43.000 1.5 1.5 2.0 10.75 14.59 0.000 1.660 ROOFER BLD 37.650 40.650 1.5 1.5 2.0 7.750 6.570 0.000 0.430 SHEETMETAL WORKER BLD 41.660 43.660 1.5 1.5 2.0 9.540 11.57 0.000 0.780 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 9.750 6.200 0.000 0.450 STEEL ERECTOR E ALL 40.750 42.750 2.0 2.0 2.0 13.20 19.09 0.000 0.350 STEEL ERECTOR W ALL 44.950 47.200 2.0 2.0 2.0 8.890 17.69 0.000 0.400 STONE MASON BLD 39.780 43.760 1.5 1.5 2.0 9.300 11.17 0.000 0.730 PAGE 4 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT TERRAZZO FINISHER BLD 35.150 0.000 1.5 1.5 2.0 9.200 9.070 0.000 0.430 TERRAZZO MASON BLD 39.010 42.010 1.5 1.5 2.0 9.200 10.41 0.000 0.510 TILE MASON BLD 40.490 44.490 2.0 1.5 2.0 9.200 6.390 0.000 0.640 TRAFFIC SAFETY WRKR HWY 28.250 29.850 1.5 1.5 2.0 4.896 4.175 0.000 0.000 TRUCK DRIVER ALL 1 32.550 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 2 32.700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 3 32.900 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TUCKPOINTER BLD 39.950 40.950 1.5 1.5 2.0 8.180 10.57 0.000 0.790 Legend: M -F>8 (Overtime is required for any hour greater than 8 worked each day, Monday through Friday. OSA (Overtime 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 DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. 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. 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 PAGE 5 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 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. TRAFFIC SAFETY - work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. 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 TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V -SAT, bypass, CATV, WAN (wide area networks), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. 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, PAGE 6 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of 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 Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" PAGE 7 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT (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 < cu yd.) . Class 4. Bobcats and/or other Skid Steer Loaders (other than bobcats up to and including 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 1 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. £t.; 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; 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. PAGE 8 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 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 (1 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. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION 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 eauipment under 16 cubic yards; Mixer Trucks under 7 yeards; 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. PAGE 9 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 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. 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 landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. PAGE 10 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT ADDITIONAL SPECIAL PROVISIONS PAGE 11 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 101. DEFINITION OF TERMS In addition to the definitions included in Section 101 of the IDOT Standard Specifications, the following shall apply: Engineer — shall be the Village of Oak Brook or as designated and employed by the Owner. Owner - shall be the Village of Oak Brook. Inspector — shall be the Village of Oak Brook or as designated and employed by the Owner. Municipality - shall be the Owner. 102.01 ADVERTISEMENT, BIDDING, AWARD AND CONTRACT EXECUTION Add the following to Section 102 of the ]DOT Standard Specifications and to Section A and Section C of the Contract: Prequalification of Bidders. An IDOT "Certificate of Eligibility" is not required. The Contractor shall provide a list of references from completed water main projects of similar scope. 105.01 AUTHORITY OF ENGINEER The authority of the Engineer as defined in Article 105.01 of the IDOT Standard Specifications shall be re -defined as follows: "All work shall be done under the observation of the Engineer and shall be done in accordance with requirements of the Contract. The Engineer shall decide all questions which arise as to the interpretation of the Plans and Specifications and as to disputes and mutual rights between Contractors under the Specifications. The Engineer shall advise the Owner as to the quality and acceptability of materials furnished and work performed, rate of progress of the work, and acceptable fulfillment of the Contract. The Engineer will determine the amount of materials furnished and work performed. The Engineer's advice and determinations shall be conditions precedent to the right of the Contractor to receive money due the Contractor under the Contract." "The Engineer will notify the Contractor in writing if the work is to be suspended by the Owner wholly or in part due to the failure of the Contractor to carry out provisions of the contract; for failure to carry out orders; for such periods due to unsuitable weather; for conditions considered unsuitable for the prosecution of the work or for any other condition or reason deemed to be in the public interest." PAGE 12 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT "in case of failure on the part of the Contractor to execute work as directed by the Engineer, the Owner may, at the expiration of a period of 48 hours after giving notice in writing to the Contractor, proceed to execute such work as may be deemed necessary, and the cost thereof shall be deducted from compensation due or which may become due the Contractor under the contract." The Engineer shall not assume any of the responsibilities of the Contractor's superintendent or of Subcontractors; shall not expedite the work for the Contractor; and shall not advise on, or issue directions concerning aspects of construction means, methods, techniques, sequences or procedures, or safety precautions in connection with the work. 105.05 COORDINATION OF THE CONTRACT DOCUMENTS In addition to the requirements of Article 105.05 of the IDOT Standard Specifications, the Contractor will be required to fully acquaint himself, his staff, his sub -contractors and any and all representatives of his organization and his suppliers with the specific requirements of this project as described by the plans, the various specifications as referenced herein, the special provisions and the standard drawings prior to the execution of any work. Any questions or the need for further clarification or supplemental data required by the Contractor shall be addressed to the Engineer before the work is started, preferably at the pre - construction conference. Depending on the nature of such questions or clarification required, it shall be at the discretion of the Contractor or the Engineer to establish such issues in writing. Claims of ignorance regarding the requirements of the plans, specifications, special provisions and standard drawings will be disallowed and will in no way relieve the Contractor of his responsibility to construct the work in accordance with the provisions cited herein. All work which does not conform to the requirements of the contract will be considered unacceptable and subject to the provisions of Article 105.13 of the [DOT Standard Specifications. 105.09 SURVEY CONTROL POINTS The provisions of Article 105.09 of the IDOT 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 the work. 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. PAGE 13 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT This work will not be measured and paid for separately but shall be included in the cost of the water main. 105.10 AUTHORITY AND DUTIES OF RESIDENT ENGINEER The provisions of Article 105.10 of the IDOT Standard Specifications shall not apply as there is no Resident Engineer for this project. 105.11 DUTIES OF THE INSPECTOR In addition to the provisions of Article 105.11 of the [DOT Standard Specifications the inspector shall not assume any of the responsibilities of the Contractor's superintendent or of Subcontractors; shall not expedite the work for the Contractor; and shall not advise on, or issue directions concerning aspects of construction means, methods, techniques, sequences or procedures, or safety precautions in connection with the work. 107.01 LAWS TO BE OBSERVED The Contractor shall be responsible for abiding by the requirements set forth in the following Article of the Code of Ordinances for the Village of Oak Brook: 6-1-1: 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) PAGE 14 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 6-1-2: 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 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. E. Building Permits: Work undertaken pursuant to any permit issued by the Village shall be subject to the provisions of this Section. (Ord. G-577, 10-22-1996) PAGE 15 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 107.09 PUBLIC CONVENIENCE AND SAFETY In addition to the requirements of Article 107.09 of the [DOT Standard Specifications, 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. It is understood that the streets involved may have to be closed for short periods of time during the course of work. Residents who have P.C.C. driveway aprons or proposed curb and gutter in front of their driveways will not have access until the concrete has cured. Construction signs referring to temporary lane closures during work hours shall be removed or covered during the non -work hours. Excavation along the edge of pavement or other obstructions within 10 feet of the edge of pavement shall be fenced and barricaded during non - work hours. The Contractor shall 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. 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. I.D.O.T. Standards 701301-04, 701501-05 and 701901-01 are applicable and are included by reference. To ensure that safe and efficient traffic control and protection is provided at all times, the Contractor shall provide to the Owner and the Engineer the telephone number of his employee or agent who is responsible for traffic control and protection and shall confirm that this representative will be available at any time, day or night, to correct, add to or modify any traffic control devices or provisions to assure safe and efficient traffic operations. RESIDENT NOTIFICATION - The Contractor will be held responsible to contact all residents having work done on or across their property frontage or on their drives and mutually schedule with them a proper time to perform said work. All related costs shall be considered incidental to the contract. 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 necessary to guarantee the safety of motorists and pedestrians during construction. PAGE 16 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Cross streets will be closed as necessary with the Contractor supplying proper barricades and detour signing. The Contractor shall report all necessary closures to the Oak Brook Engineering Department, who will then notify the police and fire department. This work will not be paid for separately but shall be considered as incidental to the Contract and no extra compensation will be allowed. 107.18 USE OF FIRE HYDRANTS In addition to the requirements of Article 107.18 of the IDOT 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 Blvd., Oak Brook, Illinois. 107.20 PROTECTION AND RESTORATION OF PROPERTY In addition to the requirements of Article 107.20 of the ]DOT Standard Specifications, the existing drainage facilities shall remain in use during the period of construction, unless otherwise noted in the Contract Plans. Locations of existing drainage structures and sewers, as shown on the Contract plans, are approximate. Prior to commencing work, the Contractor, at his own expense shall determine the exact location of existing structures and culverts which are within the proposed construction site. All drainage structures are to be kept free from any debris resulting from construction operations. All work and material necessary to prevent accumulation of debris in the drainage structures will be considered as incidental to the Contract. Any accumulation of debris in the drainage structures resulting from construction operations shall be removed at the Contractor's own expense, and no extra compensation will be allowed. Unless reconstruction or adjustment of an existing manhole, catch basin, or inlet is called for in the contract plans or ordered by the Engineer, the proposed work shall meet the existing elevations of these structures. Should reconstruction or adjustment of a drainage structure be required by the Engineer in the field, the necessary work and payment shall be done in accordance with Section 602 and 605 and Article 104.02 respectively of the ]DOT Standard Specifications, unless otherwise noted in the plans or Special Provisions. The Contractor shall take all necessary precautions when working near or above existing sewers in order to protect these pipes during construction from any damage resulting from his operations. Existing sewers damaged because of noncompliance with this provision shall be replaced as directed by the Engineer, in accordance with Section 550 of the IDOT Standard Specifications and at the Contractor's own expense, and no extra compensation will be allowed. PAGE 17 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT The contractor is responsible for maintaining adequate drainage patterns and methods during the construction work. During construction, if the Contractor encounters or otherwise becomes aware of any sewers, underdrains or field drains within the right of way other than those shown on the plans, he shall so inform the Engineer who shall direct the work necessary to maintain or replace the facilities in service and protect them from damage during construction if maintained. Existing facilities to be maintained that are damaged because of noncompliance with this provision shall be replaced at the Contractor's own expense. Should the Engineer have directed the replacement of the facility, the necessary work and payment shall be done in accordance with Section 550 or 601 and Article 104.02 respectively of the IDOT Standard Specifications. 107.31 R CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTY AND SERVICES In addition to the conditions of Article 107.03 [DOT Standard Specifications, the Contractor, before starting construction, shall contact J.U.L.I.E. for locations of underground utilities. The toll-free number is 800-892-0123. The Contractor shall also notify: 1. The Flagg Creek Water Reclamation District (630) 323-3299 (York Woods Subdivision) It is the responsibility of the Contractor to verify the vertical and horizontal location of all existing utilities. 108.01 SUBLETTING OF CONTRACT In addition to the requirements of Article 108.01 of the IDOT Standard Specifications within fifteen (15) days after the Notice of Award of contract, the Contractor shall submit for approval to the Engineer a list of all the sub -contractors that are to be performing or constructing any type of work in this Contract. The list shall include the sub -contractor's name and address, and the type and amount of work to be performed by the sub -contractor. 108.02R PROGRESS SCHEDULE The provisions of Article 108.02 of the ]DOT Standard Specification should be modified to read as follows: "The Contractor shall submit a Progress Schedule to the Engineer for approval not more than 15 working days after the Notice of Award of the Contract. This schedule will show the order in which the Contractor proposes to carry on the work, the dates on which he will start controlling items, and the contemplated dates for completing controlling items. The Contractor's submission may be a critical path flow chart, bar graph or other PAGE 18 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT appropriate device of the Contractor's choice, and shall clearly indicate the various types of work to be in progress at any point through the term of the Contract. The Progress Schedule shall be consistent with the Staging Notes in the Plans. The Progress Schedule shall show that each of the stages of the Contract will be substantially completed within the time provided in the Contract Documents. The Contractor will be required to include a statement regarding the number of days per week and the number of hours per day which he plans to work. In addition, the Contractor should be aware of the following requirements: • The Contractor's superintendent will be required to attend biweekly progress meetings, if requested, with the Inspector and the Village Engineer. • The Contractor shall note that school bus traffic must be accommodated if work is in progress while school is in session. Local traffic, postal delivery and Emergency Vehicle traffic must be provided access at all times, as described herein and on the staging and traffic control plans. 108.05R COMPLETION DATE In addition to the requirements of Article 108.05 of the IDOT Standard Specifications, the following restrictions shall apply: No work shall be performed before sunrise, after sunset, or on Saturdays or Sundays unless the Engineer's permission is obtained. For this contract, all work shall be completed by the Contractor to the satisfaction of the Owner by September 28, 2012. Should the Contractor fail to complete the work as stipulated, the Contractor shall be liable to reimburse the Owner in accordance with the "Schedule of Deduction for Each Day of Overrun in Contract Time" listed in Article 108.09 of the IDOT Standard Specifications and the ]DOT Special Provision "Liquidated Damages (BDE)". 108.06 LABOR, METHODS AND EQUIPMENT The provisions of Article 108.06 of the IDOT Standard Specifications shall apply except that the Owner, not the Engineer, shall have the authority to suspend the work due to the Contractor's failure to remove persons, who in the opinion of the Engineer, do not perform the work in a proper manner or are intemperate or disorderly; or due to the Contractor's failure to furnish suitable and sufficient personnel for the proper prosecution of the work. PAGE 19 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 108.07 SUSPENSION OF WORK The provisions of Article 108.07 of the ]DOT Standard Specifications shall apply except that the provisions shall be modified such that the Owner, not the Engineer, shall have the authority to suspend the work wholly or in part. The Engineer shall make recommendations to the Owner that the work be suspended. The Contractor shall not suspend the work without written authority from the Owner and the Engineer. 9-6 PARTIAL PAYMENTS AND RETAINAGE The provisions of Section 9-6 of the Standard Specifications shall be modified so that at least once a month, the Contractor will be responsible for formulating and submitting an approximate estimate and invoice, in writing, to the Engineer and Owner of materials in place complete, the amount of WORK performed, and the value thereof, at the CONTRACT unit price. This invoice will be reviewed by the Engineer and revised, if necessary. The Engineer will then forward the partial payment invoice or revised partial payment invoice to the President and Board of Trustees of the Village of Oak Brook for approval of a partial payment. Retainage shall be determined by the Village. Partial payments will not be made until satisfactory waivers of lien are received by the Village of Oak Brook and approved. The attached waiver forms at the end of Section C must be used. The following procedure shall be used: 1. 1st Payment — Waiver from the General Contractor is required. Waivers from subcontractors and materialmen are not required. 2 2nd Payment — Waiver from the General Contractor is required. Waivers from subcontractors and materialmen are required in the amounts listed within the General Contractor's "Contractor's Affidavit" from Payment No. 1. 3. 3`d & Subsequent Payments — Same as #2 with amounts as listed within the previous "Contractor's Affidavit" table. 4. Final Payment — All final waivers must be complete. The General must be for the total final amount. The subcontractors and materialmen must be for their total final amounts. PAGE 20 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT A waiver package submitted for payment concerning Village of Oak Brook projects shall utilize waiver forms supplied by the Village and shall meet the following requirements: A. General Contractor 1. Upper part of the Waiver Form must: a) Describe the work or material furnished b) State the name of the project c) Recite the full consideration for amount received ($1.00 waivers are not acceptable) d) Be properly executed by the person furnishing the waiver and be currently dated 2. Lower part of the Waiver Form (Contractor's Affidavit) must: a) State the name of the person executing it b) State the person's position in the company c) State the company's name d) Describe the work or material furnished e) State the name of the project f) State the total amount of the project including extras g) State the amount received to date h) List in the table the names of all subcontractors and/or material suppliers, their work or material furnished, their contract amount, amount previously paid to them, the amount being paid to them with this payout, and any balance due after this payout. The General would also list itself. i) Be properly executed by the person furnishing the Affidavit and be currently dated j) Be notarized and sealed B. Subcontractors and/or Material Suppliers A Waiver and Affidavit must be submitted for every subcontractor and material supplier listed on the General Contractor's Affidavit starting with Payout No. 2. 1. Upper part of the Waiver Form must: a) Identify the company with whom the contract was made to furnish work or material b) Describe the work or material furnished c) State the name of the project d) Recite the full consideration for amount received from the previous payout to the General Contractor ($1.00 waivers are not acceptable) e) Be properly executed by the person furnishing the waiver and be currently dated PAGE 21 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 2. Lower part of the Waiver Form (Contractor's Affidavit) must: a) State the name of the person executing it b) State the person's position in the company c) State the company's name d) Describe the work or material furnished e) State the name of the project f) State the total amount of the project including extras g) State the amount received to date h) List in the table the names of all subcontractors and/or material suppliers, their work or material furnished, their contract amount, amount previously paid to them, the amount being paid to them with this payout, and any balance due after this payout. The sub would also list itself. i) Be properly executed by the person furnishing the Affidavit and be currently dated j) Be notarized and sealed A subcontractor may have sub -subcontractors or material suppliers listed in its Affidavit. Each listed entity must supply the necessary waivers. NOTE FOR BOTH GENERAL CONTRACTOR AND SUBCONTRACTORS: If all materials are taken from fully paid stock, the table in the Affidavit should recite: "All materials taken from fully paid stock and delivered to the jobsite in our own trucks." 9-9 ACCEPTANCE AND FINAL PAYMENT The provisions of Section 9-9 of the Standard Specifications shall be modified so that the Contractor will be responsible for formulating and submitting to the Engineer and Owner the final estimate and invoice, in writing. This invoice will be reviewed by the Engineer and revised, if necessary, to show "As -built" quantities and dimensions. The Engineer will then forward the final invoice or revised final invoice to the President and the Board of Trustees of the Village of Oak Brook for approval and acceptance of work. Payment will not be made until satisfactory waivers of lien are received by the Village of Oak Brook and approved. The attached waiver forms at the end of Section C must be used. The waiver procedures stated in the partial payment section will be utilized. PAGE 22 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 107#OOR STREET SWEEPING This work shall be completed in accordance with Section 107.15 of the [DOT Standard Specifications except as modified herein. At the end of each day, the Contractor shall be responsible for cleaning the pavement of all dirt and debris from any vehicular traffic in addition to his own equipment. The Contractor shall be responsible to reduce the amount of dust on roadways within or adjacent to the limits of construction caused by dirt and debris tracked by traffic from within the limits of construction. The cost of all work mentioned above shall be incidental to the unit prices bid. If, in the opinion of the Owner, street sweeping is required beyond the limits of the Contractors responsibility, the sweeping will be paid for as STREET SWEEPING. The Contractor shall report to the Engineer when the sweeper arrives and departs the site each day. The Contractor shall also submit the subcontractor's invoices to the Engineer; STREET SWEEPING will not be quantified for payment unless Sweeping invoices are received. Travel time will not be paid for. Street sweeping beyond the limits of the Contractors responsibility will be paid for at the Contract unit price per hour for STREET SWEEPING which price shall include all labor, material and equipment as specified herein. 201#03 TREE ROOT PRUNING, (SPECIAL) This work shall consist of mechanically sawing roots in order to protect existing trees and shrubs to remain in accordance with section 201 of the IDOT Standard Specifications except as follows: Article 201.06 - Add the following: (a) Prior to excavating or trenching within the drip line area of a tree, the earth shall be sawcut a minimum depth of two feet (0.6 meters) below the soil surface. The saw cut shall be a clean vertical cut using a vermeer saw, chain saw, handsaw or other acceptable method as determined by the engineer. Use of heavy equipment, ax, machete or other tools which may cause ripping or tearing will not be permitted. (b) Top Pruning: When thirty percent (30%) or more of the root zone is damaged, an equivalent amount of the top vegetative growth or the plant material shall be pruned off within one (1) week following root damage. PAGE 23 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Article 201.10.d.1 - Delete the first paragraph and add the following: Tree Root Pruning: Prior to saw cutting, the Engineer will lay out the Root Pruning limits in the field. The distance will generally be equivalent to one foot in each direction for each inch diameter of the tree. Saw cutting may not begin until the Contractor obtains permission from the Owner. This work will be measured and paid for at the contract unit price per each for TREE ROOT PRUNING (SPECIAL). The cost of fertilizer nutrients and top pruning shall be considered incidental to this pay item, and will not be paid for separately. TEST HOLES This item shall consist of excavation for the purpose of locating existing utilities at locations where a conflict or question with the proposed construction is possible. The Contractor shall be responsible for notifying the utility concerned. The Test Hole shall be of a size and depth sufficient to identify and establish the location and elevation of the existing utility. Utilities damaged by the Contractor shall be repaired at the expense of the Contractor. When utility locations or depths cannot be established through hand digging, the test hole shall be excavated using a vacuum excavator. After the Engineer has verified the location of the utility, the test hole shall be backfilled in accordance with Article 550.07 of the IDOT Standard Specifications. To minimize settlement of Test Holes, the Contractor shall backfill Test Holes with sand or CA -6 stone compacted in a manner acceptable to the Engineer. Any excess material shall be disposed of in accordance with Article 202.03 of the IDOT Standard Specifications. Test Holes shall only be dug at locations identified on the Plan or at locations authorized by the Engineer. Test Holes identified at proposed Fire Hydrant locations shall be dug before any hydrant work begins so conflicting utilities may be avoided and to ensure the proper barrel height on each hydrant. Work to locate water services is included in the cost of the Contract and shall be determined sufficiently early to not break them with new water main crossing. This work shall be paid for at the contract unit price each for TEST HOLES which price shall include the cost of all labor and equipment required to complete the work as specified. The cost of furnishing and compacting trench backfill, if required, shall be considered as incidental work, and no extra compensation will be allowed. PAGE 24 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 252,02R SODDING, SPECIAL This work shall consist of preparing the ground surface, furnishing and applying pulverized topsoil to a 6" minimum depth, applying fertilizer nutrients and furnishing and placing sod in the areas designated by the Engineer. The preparation of the ground surface shall include removal of the existing sod and any excavation, if necessary, of the existing ground to obtain the required 6" minimum depth of topsoil. This excavation will not be paid for separately, but shall be included in the cost of SODDING, SPECIAL. All work shall be in accordance with the applicable portions of Sections 202, 211 and 252 of the IDOT Standard Specifications. In addition to the applicable portions of Section 107 of the IDOT 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 fully settled. 270 pounds of fertilizer nutrients per acre (300 kilograms per hectare) shall be applied at a 1:1:1 ratio as follows: Nitrogen Fertilizer Nutrients 90 lbs/acre (100 kg/ha) Phosphorous Fertilizer Nutrients 90 lbs/acre (100 kg/ha) Potassium Fertilizer Nutrients 90 lbs/acre (100 kg/ha) Watering shall be done as necessary and as directed by the Engineer, in accordance with Articles 252.08 and 252.09 of the IDOT Standard Specifications. It shall be the Contractor's responsibility to install and maintain a quasi protection system of lath and plastic ribbon around the newly restored, sodded areas. The Village will remove the said lath and ribbon at the appropriate time. All sodded areas will result in a stand of grass that is in vigorous, thriving and maintainable condition, and shall be majorly knitted to the topsoil, as determined by the Engineer before the Village of Oak Brook will accept the work. It shall be the Contractor's responsibility to maintain restored areas until they are established and accepted by the Village of Oak Brook. The cost of said maintenance by the Contractor, including one mowing operation of the sodded crop, if requested by the Village, and including said cost and maintenance of the said lath and ribbon, shall be incidental to the Contract. 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. The Village reserves the right to postpone placement of sod if weather conditions are found to be unsuitable for effectively growing sod. The Contractor will be responsible to keep all weeds and other vegetation under six (6) inches in height. Weed control will not be paid for separately, but shall be incidental to SODDING, SPECIAL. PAGE 25 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT This work will be measured in place and paid for at the contract unit price per square yard for SODDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material to complete the work as specified herein. PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE This work shall consist of pruning existing trees, shrubs and bushes in accordance with Article 201.05 (c) of the IDOT Standard Specifications, except as modified herein. All pruning shall be approved by Engineer prior to work. Pruned and trimmed materials shall be disposed of in accordance with Article 202.03 of the [DOT Standard Specifications except that open burning of organic materials will not be permitted. This work will not be paid for separately but shall be considered as INCIDENTAL to the Contract, including trimming of all trees, shrubs and bushes and the off site disposal of all pruned or trimmed materials. 355.01R HOT MIX ASPHALT DRIVEWAY PAVEMENT. 4" Hot mix asphalt driveways shall be constructed in accordance with the applicable portions of Section 355 of the IDOT Standard Specifications and the details shown in the specifications. Hot mix asphalt driveways shall be constructed on a compacted 4" thick layer of granular sub- base stone having a gradation of CA -6. The cost of the sub -base stone shall be included in the cost of this pay item. This work shall be constructed in two lifts. The first lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Binder Course, IL -19.0, N50. The final lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Surface Course, Mix C, N50 meeting the applicable requirements of Section 406 of the Standard Specifications. This work will be paid for at the contract unit price per square yard for HOT MIX ASPHALT DRIVEWAY PAVEMENT, 4" which price shall be payment in full for constructing this item as specified, including all saw cutting. PAGE 26 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 402#01 TEMPORARY ACCESS This work shall consist of construction and maintenance of an aggregate surface course for temporary roads and approaches as specified in Article 107.09 of the ]DOT Standard Specifications. Aggregate surface shall be constructed in accordance with the applicable portions of Section 402 of the IDOT Standard Specifications except that the equipment required for the work will be as directed by the Engineer. Maintenance shall consist of placing and compacting additional aggregate of the same type and gradation as the surface aggregate. Aggregate used for temporary access and driveway maintenance shall be of CA -6 gradation and shall meet the requirements of Article 1004.04 of the Standard Specifications, except the use of crushed concrete and blast furnace slag will not be allowed. The use of reclaimed asphalt pavement (RAP) material resulting from the cold milling of existing bituminous concrete hot -mix pavement structure may be permitted at the discretion of the Engineer. When the use of the temporary roads and approaches is discontinued, the surface aggregate placed in its construction and maintenance shall be removed and utilized in the permanent construction or otherwise disposed of as specified in Article 202.03. RAP material used in construction or maintenance shall be removed and disposed of off site when use of the temporary roads and approaches is discontinued. This work will be paid for at the contract unit price per ton for AGGREGATE FOR TEMPORARY ACCESS, which price shall include all costs of furnishing, placing, removing and disposing of aggregate used in the construction of temporary roads and approaches. CONTAMINATED WASTE DISPOSAL This work shall consist of the satisfactory disposal of any Contaminated Waste encountered during construction. In the event that Contaminated Waste is encountered, the disposal of the material shall be compensated for as CONTAMINATED WASTE DISPOSAL. This pay item is for contingency purposes only. Based on a preliminary environmental screening, the potential for the presence of contaminants in the soil is considered remote. The Owner reserves the right to increase or reduce the quantity or to delete this pay item from the Contract. The Contractor is not entitled to compensation for any changes in quantities for this pay item. Work required for the excavation, removal and disposal of uncontaminated material necessary for the construction of the proposed water main and all related Contract pay items shall be not be compensated for separately, but shall be considered included in the cost of the unit prices bid. PAGE 27 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Excavated material shall be considered for CONTAMINATED WASTE DISPOSAL after one (1) of the following conditions are met: • The Contractor's 'clean -fill' dump facility rejects an individual load of excavated material. The Contractor shall provide the Engineer with the CCDD Load Rejection Form. As a contingency, the Contractor shall make every effort to arrange for an approved Special Waste facility prior to work so stockpiling of rejected material is minimized or eliminated. • A Contractor -employed environmental consultant performs on-site sampling and discovers areas of contamination. In this situation, the Contractor's environmental consultant shall coordinate with the Village to determine acceptable limits of the contamination. The Village reserves the right to independently perform their own soil tests. The Contractor shall provide the Special Waste Tracking Receipt / Manifest and the Weight Ticket with tonnage to the Engineer for each load of Contaminated Waste. These items shall include the truck number and date. The quantity of CONTAMINATED WASTE DISPOSAL will be determined from this documentation. Basis of Payment: Regardless of actual quantity, this work shall be paid for at the Contract unit price per Ton for CONTAMINATED WASTE DISPOSAL, which price shall be considered full compensation for all sampling, testing, documentation, coordination, handling and transportation necessary for the disposal of all contaminated material. 423.01R PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT. 6" This work shall consist of constructing portland cement concrete driveway pavement of the thickness specified in accordance with the applicable portions of Section 423 of the ]DOT Standard Specifications and the details shown in the specifications. All concrete replacement shall be done with the highest workmanship possible, including but not limited to, smooth side finishes and top of work matching straight line between ends. The driveway pavement shall be constructed on a compacted 2" thick layer of sub -base stone having a gradation of CA -6. The cost of the sub -base stone shall be included in the cost of this pay item. This work will be measured and paid for at the contract unit price per square yard for PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6". PAGE 28 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 440.00R DRIVEWAY PAVEMENT REMOVAL This work shall consist of the removal and satisfactory disposal of driveway pavement in accordance with the applicable portions of Section 440 of the IDOT Standard Specifications, at locations shown on the plans or as directed by the Engineer. This work shall include the removal of all existing portland cement concrete and bituminous concrete driveway pavements regardless of thickness. Any excavation and disposal of excavated material required to construct the driveway section as specified shall be included in the cost for Driveway Pavement Removal. Driveway Removal limits must be verified by the engineer prior to sawcutting. This work shall be paid for at the contract unit price per square yard of DRIVEWAY PAVEMENT REMOVAL. 440#05R CURB, GUTTER, AND COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT This work consists of removing and disposing the existing curb, gutter or curb and gutter which is broken, otherwise damaged, or required for construction of ramped sidewalk for the handicapped, and the replacement with new curb, gutter or curb and gutter of a type similar to that which is existing, in accordance with the applicable portions of Sections 606 and 440 of the IDOT Standard Specifications and as directed by the Engineer. All concrete replacement shall be done with the highest quality workmanship possible, including but not limited to, smooth side finishes and top of work matching straight line between ends. The Contractor shall machine -saw a perpendicular clean joint between that portion of the curb, gutter or curb and gutter to be removed and that which is to remain in place. If the Contractor removes or damages the existing curb, gutter or curb and gutter outside the limits designated by the Engineer for removal and replacement, he will be required to remove and replace that portion at his own expense to the satisfaction of the Engineer. The replacement shall include 2" aggregate bedding a gutter flag thickness of 9". Curb and gutter replacement across the width of driveways shall be depressed and paid the same as non-depressed. Curb and gutter shall be installed at a minimum 0.50% slope. Two (2) tie bars shall be installed at each end of all patch locations. Tie bars shall be No. 6 bars, 24 inches long and shall be drilled a minimum depth of 8 inches into the existing shoulder, and grouted in place using non -shrink grout conforming to Article 1024 of the [DOT Standard Specifications. Full depth and width preformed expansion joint filler shall be placed at one end of each patch. PAGE 29 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT This work will be paid for at the contract unit price per foot (meter) for CONCRETE CURB REMOVAL AND REPLACEMENT or for COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT which price shall include all labor, material and equipment necessary to remove and replace the curb, gutter or curb and gutter including the saw cutting, as specified herein. 440#12R BRICK PAVER REMOVAL AND REPLACEMENT This work shall consist of removing, salvaging and re -using existing brick pavers to reconstruct existing brick paver driveways and sidewalks. The brick pavers shall be carefully removed and stored to prevent loss or damage. Any bricks which are lost or damaged shall be replaced in kind by the Contractor at his own expense. Brick pavers shall be replaced with an aggregate base course as detailed on the plans. The cost of the aggregate base course shall be included in this work and will not be paid for separately. This work shall be measured and paid for at the contract unit price per square foot for BRICK PAVER DRIVEWAY, REMOVAL AND REPLACEMENT, which price shall be full payment for completing this work. 442.00R CLASS D PATCHES, SPECIAL This work shall consist of constructing Class D pavement patches where shown on the plans or as directed by the Engineer in accordance with the details on the Plan and Section 442 of the IDOT Standard Specifications except as modified herein. Full depth saw cuts at the limits of pavement removal are required. Saw cuts and the full depth removal of existing pavement will not be paid for separately but shall be included in the cost of CLASS D PATCHES, 2", SPECIAL. The existing pavement depth varies from 6" to 8". The third paragraph of Section 442.01 shall be deleted. This pay item shall be for all CLASS D PATCHES, 2", SPECIAL regardless of size. Class D Patches, 2", Special shall be constructed after Select Granular Backfill has been compacted in accordance with Contract Documents. Removal of Select Granular Backfill as needed for placement will not be paid for separately but shall be considered included in the cost of Class D Patches, 2". Class D Patches, 2", Special shall consist of a single lift of 2" Hot -mix Asphalt Surface Course, Mix C, N50. PAGE 30 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT The Contractor shall be responsible for maintenance of Class D Patching over the winter. Maintenance shall include the monitoring of patching throughout the project and the placement of Cold -Mix Asphalt at areas that have settled, raveled or have been otherwise determined by the Village to be deficient. Maintenance shall begin as soon as Class D Patching is performed and shall end on April 30th of 2013. This work will not be measured for payment and shall be included in the cost of CLASS D PATCHES, SPECIAL. This work will be measured and paid for at the contract unit price per square yard of CLASS D PATCHES, 2", SPECIAL. This work shall consist of adjusting catch basins, manholes, inlets or valve vaults, together with the necessary salvaged cast iron frames and grates or lids, and/or the adjustment or reconstruction of existing catch basins, manholes, inlets or valve vaults with the necessary salvaged cast iron frames and grates or lids. This work shall be accomplished in accordance with Section 602 of the IDOT Standard Specifications. The Contract unit price for each of the above adjusted or reconstructed items of work shall be payment in full for the cost of furnishing and installing frames and grates or lids salvaged from existing structures on the project site as designated on the plans or by the Engineer. If frames, grates and/or lids which are to be salvaged are damaged by the Contractor, or are misplaced or removed from the project site by the Contractor, the Contractor shall supply new frames, grates and/or lids at his expense, and no additional compensation will be allowed. PVC STORM SEWERS This work shall consist of constructing water main quality Storm Sewers at locations shown on the plans or as directed by the Engineer. The requirements of Section 40-2.01C of the Standard Specifications are modified as follows: Water main quality storm sewers shall be PVC C-900/905 DR 18 pipe with "push on" single gasket joints or approved equal. The pipe, joints and fittings shall conform to ANSI / AWWA C900/905 Pressure Class 305. Installation of PVC C-900/905 pipe shall conform to ANSI / AWWA C605. Connections to the existing storm sewer shall be made using band -seal flex - coupling with stainless steel straps. All necessary couplings and fittings shall be included in this pay item and will not be paid for separately. This work shall be measured and paid for at the contract unit price per foot for PVC STORM SEWER, of the size and type specified, which price shall be considered payment in full for completing this work as specified. PAGE 31 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 40-2 ADJUSTING WATER SERVICE LINES All work shall be done in accordance with the requirements of Section 40-2.06A and Section 41- 2.01 C of the Standard Specifications except as modified herein. This work shall consist of adjusting existing water service lines that are in conflict with proposed water main, as directed by the Engineer. Adjustment includes a new section of service line spliced into the existing service in a configuration which will provide clearance for the new main to be constructed without damage to the service line. All new service line shall be Type K copper matching the diameter of existing service line. Connections between new service line and existing service line shall be accomplished with compression fittings approved by the Engineer. This work shall be measured and paid for at the Contract unit price per each for ADJUSTING WATER SERVICE LINES, which price shall be considered payment in full for all labor, equipment and material necessary to complete this work as specified. 30-4 SANITARY SEWER SERVICES This work shall consist of repairing existing sanitary service lines that interfere with the proposed improvements or are damaged during construction, as directed by the Engineer. All work shall be done in accordance with Divisions II and III of the Standard Specifications. Bedding for sanitary sewer service pipe shall be aggregate of CA -11 or CA -13 gradation and shall be placed from six inches (150 mm) below the pipe to 12 inches (300 mm) over the top of pipe. The cost for the bedding shall be included in this work and will not be paid for separately. Sanitary sewer service pipe shall be the same inside diameter as the existing pipe and the material shall be polyvinyl chloride (PVC) sewer pressure pipe conforming to ASTM D-2241 with rubber gasket joints conforming to ASTM D-3139. The Standard Dimension Ratio (SDR) for the PVC sewer pipe shall be 26. Connections to the existing service pipe shall be made using "non -shear" type band -seal couplings, Flex Seal ARC by Mission or approved equal. The couplings shall have stainless steel bands. Where water main is constructed below an existing sanitary service, the sanitary service shall be replaced with water main quality pressure pipe to a distance of 10' beyond the outer walls of the water main. All trenches within 5' of existing or proposed pavement, curb & gutter or sidewalk shall be backfilled with Select Granular Backfill. The cost of Select Granular Backfill will not be measured separately, but shall be considered included in the cost of this pay item. PAGE 32 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT This work will be measured and paid for at the contract unit price per foot for SANITARY SERVICE REPAIR, which price shall be payment in full for all labor, material and equipment necessary to complete this work as specified. SUMP LINE REPAIR This work shall consist of repairing existing sump pump lines that are in conflict or otherwise impacted as a result of trenching operations required to install the proposed water main. All work shall be done in accordance with the details shown on the plans, Section 550 of the ]DOT Standard Specifications except as modified herein, and as directed by the Engineer. The Contractor shall take reasonable care to protect sump lines from damage, which can be identified and located before the trench is excavated. All sump lines determined by the Engineer to have been damaged as a result of negligence by the Contractor will NOT be measured for payment, but shall be repaired to the satisfaction of the Engineer at the Contractor's expense. Also, under no circumstances will a single sump line be measured for payment more than once. All sump lines that are damaged shall be repaired that same day. Pipe material shall be Poly Vinyl Chloride (P.V.C.) SDR 26 of the same inside diameter as the existing pipe. Connections to the existing pipe shall be made with a band seal type connector. All excavation, fittings and pipe necessary to repair or modify the existing sump pump lines, field tiles and/or drain tiles shall be included in this pay item will not be paid for separately. This work will be measured and paid for at the Contract unit price per each for SUMP LINE REPAIR, which price shall be payment in full for completing the work as specified. PVC C-900 WATER MAIN The requirements of Section 40-2.01C of the Standard Specifications are modified as follows: Water main shall be PVC C-900 DR 18 pipe with "push on" single gasket joints or approved equal. The pipe, joints and fittings shall conform to ANSI / AWWA C900 Pressure Class 305. Installation of PVC C-900 pipe shall conform to ANSI / AWWA C605. All mechanical joints outside of valve vaults shall have stainless steel bolts, washers and nuts. In accordance with the details and the Village of Oak Brook "Public Works Construction Standards", connections to bends, tees, crosses, reducers and other fittings, shall be fully restrained mechanical joints. All testing and chlorination shall conform to Sections 41-2.14 and 41-2.15 of the Standard Specifications and the requirements of the Municipality. Chlorination, re -chlorination, testing and re -testing will not be measured for payment, but shall be considered incidental to the cost of water main. PAGE 33 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Final Water Main alignment is at the discretion of the Owner. This work will be measured and paid for at the contract unit price per foot for PVC C-900 WATER MAIN; of the size specified which payment will be full compensation for all bends, tees, crosses, reducers, plugs, fittings, thrust blocks, retainer glands, encasement and for all labor, tools, equipment and incidental items necessary to complete this work as specified. 41-2.02#01 DEPTH OF PIPE COVER With regard to depth of pipe cover, Section 41-2.02 of the Standard Specifications shall be revised to read: "All water main shall be laid to a depth of five feet - six inches, measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe." 41-2.10#01 THRUST BLOCKING Precast concrete thrust blocks shall be constructed at all bends, tees, fire hydrants, plugs and valves against undisturbed earth and in accordance with Section 41-2.10 of the Standard Specifications. This work shall be done at locations shown on the Plans or as directed by the Engineer and as shown on Standard Drawing No. 12 and on the Plans. All wooden shims and wedges used to tighten thrust blocking shall be fully encased with poured concrete and the concrete shall have set before the trench is backfilled. CONNECTION TO EXISTING MAINS This work shall consist of connecting the proposed water main improvement to the existing water main in accordance with the requirements of Section 41-2.11 of the Standard Specifications and with the details shown on the plans. Connections will be constructed a locations shown on the plans or as directed by the engineer. Materials used in the construction of this work shall meet the following requirements: A. Water main, fittings, and appurtenances: AWWA (C605), (C900) B. Valves: AWWA (C111) C. Valve Vaults: Village of Oak Brook Standard SD 26 D. Select Granular Backfill: I.D.O.T. Gradations CA -6 and CA -7, crushed concrete materials will not be allowed. PAGE 34 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT NON -PRESSURE CONNECTIONS "A" THROUGH "K" This work shall include all necessary fittings, retainer glands, select granular backfill, labor and equipment required to complete the work. General: Closing of the existing valves to isolate the connections shall be coordinated by the Contractor and performed by the Municipal Water Department. To reduce the inconvenience to the public, the Contractor shall procure all material for the connection in advance and perform as much preparation work as possible prior to requesting a shut down of the existing water main section. Any pipe that is unable to be chlorinated after installation shall be thoroughly disinfected and rinsed on the surface prior to installation. All work shall be done to the satisfaction of the Village Water Department and conform to the attached pages 45 to 50 of the Village of Oak Brook "Public Works Construction Standards" and AWWA requirements. Notification to Village: The Contractor shall notify the Village 48 hrs prior to any water main or service shutdown. Shutdowns will not be permitted on Mondays or on the day following a three day weekend with legal holiday. Unless written approval is obtained from the Village of Oak Brook, shutdown of existing water main shall be scheduled between the hours of 9:00 am to 3:00 pm. In addition, the maximum duration of water main shutdown shall be limited to 3 -hours in length. Stockpiling of excavated material is not allowed within the parkways. If needed, excavated material shall be temporarily stockpiled on the pavement. All spoil shall be removed from the site before the end of the work day. This work will be paid for at the contract unit price per Lump Sum for NON -PRESSURE WATER MAIN CONNECTION; of the designated letter, which payment will be full compensation for all fittings, materials, trench backfill, labor, tools and incidentals to complete these items. 41-2.12 WATER SERVICES Water services shall be constructed in accordance with the requirements of Section 41-2.12 and 41-2.13 of the Standard Specifications, the details on the Plans and as specified herein. Copper pipe shall be 1 ''/2" or 2" copper water tube, Type K, soft temper, for underground service, conforming to ASTM B-88 and B-251. The pipe shall be marked with manufacturer's name or trade mark and a mark indicative of the type of pipe. The outside diameter of the pipe and minimum weight per meter (foot) of the pipe shall not be less than that listed in ASTM B-251. Table 11. Water Services, Near Side shall include a corporation stop with a 118 swivel bend installed on the new water main with a Smith -Blair 372 (7'/z") tapped full circle saddle (or approved equal), all bends and fittings, copper pipe from the corporation stop to the near side right of way, a curb PAGE 35 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT stop installed on the copper pipe to the connection point of the existing b -box (unless otherwise directed by the Engineer) and a new cast iron service box constructed over the curb stop. The service box shall be installed in a true vertical position and the top shall be adjusted to be flush with the finished grade. All copper pipe shall be laid to a depth sufficient to provide 4'-6" of cover, measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe. If determined necessary by the Village, the Contractor shall push or directional bore a near side service to avoid landscaping or other obstacles in the parkway. Water Services, Far Side shall include a corporation stop with a 1/8 swivel bend installed on the new water main with a Smith -Blair 372 (7 ''/z") tapped full circle saddle (or approved equal), copper pipe from the corporation stop to the far side right of way, a curb stop installed on the copper pipe to the connection point of the existing b -box (unless otherwise directed by the Engineer) and a new cast iron service box constructed over the curb stop. The service box shall be installed in a true vertical position and the top shall be adjusted to be flush with the finished grade. All copper pipe shall be laid to a depth sufficient to provide 4'-6" of cover, measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe. All copper pipe installed under existing pavement or sidewalk shall be pushed or bored; no open cutting of existing pavement or sidewalk will be allowed. When directional boring services, the Contractor shall take all precautions necessary to protect grassed areas and private property lawns from damage, including but not limited to the use of wood platforms under equipment. While the Village will notify the residents of the potential for the staging of equipment on their lawn, it will be the responsibility of the Contractor to notify individual residents before directional boring equipment is placed on their property. At locations permitted by the Village, where an existing 1 '/z° far side water service crosses the proposed water main, the service shall be cut and connected to the proposed main. Splicing of the existing service will not be permitted. The existing service from the proposed main up to and including the existing B -Box shall be salvaged. This work shall be paid for at the Contract unit price for WATER SERVICE, FAR SIDE (SPECIAL). At locations determined by the Village, a far side water service may be trenched in the place of directional boring. This work shall be paid for at the Contract unit price for WATER SERVICE, FAR SIDE (OPEN CUT). At locations where an existing water service b -box is near a tree to be saved, at the discretion of the Village, these new water services may be shortened or rerouted and connected at a location other than at the existing b -box. Depending on field conditions, the existing service may be connected 5 -foot from the back of curb, including a new b -box, or 25 -foot beyond the Right -of - Way line, including a new b -box. Where connections are made 25 -foot beyond the Right -of - Way line, the service shall be directional bored to minimize disturbance to property. Prior to work on private property, the Village will obtain a Temporary Use Permit from the owner of the property. This work shall be paid for at the Contract unit price for WATER SERVICE (5 -FOOT BEYOND BACK -OF -CURB) and WATER SERVICE (25 -FOOT BEYOND BACK -OF -CURB). PAGE 36 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT The Contractor shall be fully responsible for identifying the depth of each service and providing the necessary service box length to ensure the cap is set at finished grade. The Contractor shall also be responsible for identifying the size of the existing service and providing the appropriate fittings for the transition from the proposed curb stop to the existing service line, regardless of size. All service connections shall be a minimum of 5 -foot from existing or proposed fire hydrants, driveway and sidewalk pavement, valve vaults, joints, etc. unless otherwise authorized by the owners representative. Prior to backfill of service connections, the Village Water Department will inspect each connection for leaks. To allow for this, the Contractor shall complete multiple service connections prior to contacting the Village for inspection. After the Village has inspected each water service connection, the Contactor may backfill. Select Granular Backfill shall be used to backfill the full width of all trenches made in roadway pavement, driveway pavement, sidewalks, curb & gutter to a point five feet beyond the existing pavement. And Select Granular Backfill shall be used in accordance with detail SD -25 in the Plan for all trenches parallel with any existing pavement, stabilized shoulder, curb or sidewalk, or where directed by the Engineer. Select Granular Backfill will not be measured for payment, but shall be considered included in the cost of WATER SERVICE NEAR SIDE and WATER SERVICE, FAR SIDE. This work will be measured and paid for at the contract unit price per each for WATER SERVICES, NEAR SIDE and WATER SERVICES, FAR SIDE, which price shall be payment in full for completing this work as specified. CORPORATION STOPS FOR CHLORINATION AND TESTING Mid -line "whips" installed for chlorination shall be installed at proposed service locations. After satisfactory disinfection of the water main, the copper tubing whip shall be removed and disposed of. The tap shall be re -used and a new copper water service tube installed on the corporation stop. All work and materials shall comply with the Special Provision 41-2.12 WATER SERVICES. Upon satisfactory completion of chlorination and pressure testing of the new water main, testing corporation stops shall be removed and replaced with plugs except as noted above. All labor and materials necessary to complete this work will not be paid for separately, but shall be included in the cost of PVC or Ductile Iron Water Main and no additional compensation will be allowed. PAGE 37 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 41-2.14#01R PRESSURE TESTING OF WATER MAINS Pressure testing of the water mains shall be in accordance with Section 41-2.14 of the Standard Specifications and as specified herein. All work shall conform to the attached pages 45 to 50 of the Village of Oak Brook "Public Works Construction Standards". 24 hours minimum notice is required for filling and flushing new mains. Water main shall be subjected to a minimum hydrostatic pressure test of 150 pounds per square inch (psi) for a period of not less than two (2) hours. The maximum allowable leakage will be that stated in Section 41-2.14 of the Standard Specifications for Water and Sewer Construction in Illinois. FORM OF APPLIED CHLORINE Chlorination/Disinfection of the water main system shall be accomplished by the use of liquid chlorine mixture only. All work shall conform to the attached pages 45 to 50 of the Village of Oak Brook "Public Works Construction Standards' and AWWA requirements. Chlorination of the water main must be witnessed by a member of the municipal staff or its authorized representative. The Contractor shall coordinate with the Water Department and the Chlorination Subcontractor and meet on site at the time of chlorinating. 24 hours minimum notice is required for filling and flushing new mains. The main shall be thoroughly flushed, in a manner acceptable to the Owner, prior to chlorination and prior to starting water service installation. This work will not be measured or paid for separately but shall be included in the cost of PVC and Ductile Iron Water Main and no additional compensation will be allowed. DECHLORINATION AND DISPOSAL OF HEAVILY CHLORINATED WATER Chlorinated water with a concentration greater than 1 mg/L shall not be discharged to any downstream wet ponds. When written approval is obtained from the sanitary sewer district and the Owner, heavily chlorinated water may be disposed of to the sanitary sewer system. Prior to discharge, the Contractor shall submit sanitary sewer district approvals to Owner for review. PAGE 38 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Where discharge to sanitary sewers is impractical or when approval cannot be obtained from the sanitary sewer district, the Contractor shall utilize dechlorinating agents to lower residual chlorine levels to below 1 mg/L. Prior to use, dechlorinating agents and proposed dechlorinating methods shall be submitted to the Owner for review and approval. This work will not be measured or paid for separately but shall be included in the cost of PVC and Ductile Iron Water Main and no additional compensation will be allowed. 42#01R GATE VALVES WITH VALVE VAULTS This work shall in accordance with Section 42 and Section 44 of the Standard Specifications and as specified herein. All work shall conform to the attached pages 45 to 50 of the Village of Oak Brook "Public Works Construction Standards". All new structures shall be new precast reinforced concrete. Concrete and brick masonry units shall not be permitted. Connections to bends, tees, crosses, reducers and other fittings, shall be restrained per the Village requirements listed above. This work shall be measured and paid for at the contract unit price per each for GATE VALVE of the size indicated and with a VALVE VAULT of the diameter and with the frame and lid indicated, which payment will be full compensation for all fittings, materials, labor, tools, equipment and incidentals necessary, including the valve, vault and frame & lid. VALVE VAULT TO BE FILLED This work shall consist of filling existing valve vaults as shown on the plans or as directed by the Engineer. All work shall be accomplished, measured and paid for in accordance with the requirements of Section 605 of the IDOT Standard Specifications, except as modified herein. Prior to filling valve vaults, the old valves shall be closed and abandoned in place. The Contractor shall remove the valve vault's frame and lid, adjusting rings and cone section. These items shall be properly disposed of off site or delivered to Public Works for salvage. The Owner will identify any frames and lids to be salvaged. Those to be salvaged shall be removed and delivered to the Department of Public Works. The valve vault shall be filled with sand and mechanically compacted in 12 inch lifts. All work shall be performed to the satisfaction of the Engineer. Asphalt Patching and landscape restoration will be paid for separately. This work will be paid for at the contract unit price each for VALVE VAULTS TO BE FILLED, which price shall include removing and disposing of the top portions of the structures, sealing existing pipes, and filling the existing structure with aggregate. PAGE 39 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT VALVE BOXES TO BE FILLED OR REMOVED This work shall consist of filling existing valve boxes or removing valves with their associated riser boxes as shown on the plans or as directed by the Engineer. All work shall be accomplished, measured and paid for in accordance with the requirements of Section 605 of the ]DOT Standard Specifications, except as modified herein. Valve Boxes to be Filled Prior to filling valve boxes, the old valves shall be closed and abandoned in place. The top section of the valve box along with the cap shall be removed and disposed of properly. The remaining portion of the box shall be filled with sand and compacted to the satisfaction of the Engineer. If the valve box is located within pavement, the pavement shall be saw cut full depth in a 5' X 5' area around the cap and the valve box. Valve Boxes to be Removed Existing valves and riser boxes that interfere with contract work shall be removed and disposed of properly. Any remaining water main shall be capped and abandoned in place. If the valve box is located within pavement, the pavement shall be saw cut full depth in a 5' X 5' area around the cap and the valve box. Filling the hole left by the removal of the valve and riser box with Trench Backfill is part of this work, and will not be paid for separately. This work will be paid for at the contract unit price each for VALVE BOXES TO BE FILLED or VALVE BOXES TO BE REMOVED which price shall be payment in full for completing this work as specified. SELECT GRANULAR BACKFILL This work shall consist of furnishing, transporting and placing porous granular material for backfilling all trenches in accordance with Section 20-4.06 of the Standard Specifications except as modified herein. Select Granular Backfill shall be used to backfill the full width of all trenches made in pavement to a point five feet beyond the existing pavements. Select Granular Backfill shall be used in accordance with Detail SD -25 in the Plans for all trenches parallel with any existing pavement, stabilized shoulder, curb or sidewalk, or where directed by the Engineer. Select Granular Backfill will be measured for payment to the top of trench. Removal and disposal of Select Granular Backfill for the purpose of temporary or final pavement patching will not be measured for payment and shall be considered included in the cost of Select Granular Backfill. The Contractor shall provide Engineer with tickets for all stone delivered to the project. PAGE 40 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT The Contractor shall maintain the aggregate driving surfaces to the satisfaction of the Engineer until HMA Patching is performed. Maintenance of driving surfaces will not be measured for payment and shall be considered included in the cost of Select Granular Backfill. Bedding, Haunching and Initial Backfill using CA -6 aggregate shall be provided for all water main with the cost incidental to the water main. Backfill shall be IDOT gradation (CA -6) from one foot above the pipe to the pavement grade will be paid for as Select Granular Backfill. Screenings, crushed concrete, soil and/or blast furnace slag are not acceptable materials and will not be permitted. Selected Granular Backfill shall be Mechanically compacted in 12 inch lifts starting one foot above the top of the pipe. Select Granular Backfill shall be measured in accordance with Section 20-5.03 of the Standard Specifications for Water and Sewer Construction in Illinois. For Select Granular Backfill payment purposes, trench walls shall be considered to have vertical faces, and the payment width shall be the required trench width per Section 20-4.05 of the Standard Specifications. Additional Selected Granular Backfill required due to trench depth or trench width greater than that specified, shall be furnished and placed by the Contractor at his own expense. This work will be paid for at the contract unit price per cubic yard for SELECT GRANULAR BACKFILL. 45#01 R FIRE HYDRANTS This work consists of furnishing and installing a dry barrel fire hydrant, tee, thrust blocking and gate valve in a valve box as a complete and functional unit. All work shall be in accordance with Section 45 of the Standard Specifications, except as modified herein. The fire hydrants shall be Mueller Centurion A-423. All work shall conform to the attached pages 45 to 50 of the Village of Oak Brook "Public Works Construction Standards". See paint color required per Village Standards. Each hydrant shall be provided with a 5 -foot heavy-duty fiberglass hydrant marker with red and white reflective bands. Hydrant markers shall be USABlueBook MD -22516 or approved equal. Hydrants shall be installed plumb and set so that the lowest hose connection is at least 18" above finished grade. The Contractor shall be fully and incidentally responsible for identifying and providing the necessary hydrant barrel length to ensure the breakaway flange is set 2" above finished grade. The Contractor shall have a variety of hydrant barrel lengths and extensions to comply with the 2" breakaway flange height. The work to install hydrant flanges at the specified 2" grade will not be paid for separately but shall be considered included in the cost of FIRE HYDRANTS. At least 1/4 cubic meter (cubic yard) of coarse stone, IDOT gradation CA -7, shall be placed at and around the base of the hydrant to ensure proper drainage of the hydrant after use. The hydrant shall be set on a concrete base and shall be blocked. The hydrant, valve and tee shall all be restrained per the Village requirements listed above. The auxiliary valve shall not be directly connected to the tee on the water main. PAGE 41 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT Final Fire Hydrant locations are at the discretion of the Owner. This work shall be measured and paid for at the contract unit price per each for FIRE HYDRANTS, which price shall be payment in full for all materials, labor, tools, equipment and incidentals necessary to complete this work, including the hydrant, hydrant paint, hydrant marker, valve, valve box and cover, tee, restraining devices, and all 6" water main from the tee to the valve. FIRE HYDRANTS TO BE REMOVED No hydrants on this project will be salvaged. Fire hydrants shall be cut off 24 inches (minimum) below grade and disposed of by the contractor. The auxiliary valve box must also be removed and disposed. This work shall also include sealing the end of the existing water main to remain with concrete or brick masonry. Filling the trench left by the removal of the fire hydrant with SELECT GRANULAR BACKFILL is part of this work and will not be paid for separately. This work shall be measured and paid for at the contract unit price per each for FIRE HYDRANTS TO BE REMOVED which price shall be payment in full for all materials, labor, tools, equipment and incidentals necessary to complete this work. TRACER CABLE AND CONDUIT This work shall consist of furnishing and installing 1 '/4" coilable nonmetallic conduit side by side with the PVC water main and furnishing and installing electric tracer cable in the conduit. The minimum conduit wall thickness shall be SDR13.5. This work shall be done in accordance with Section 810 and 817 on the IDOT Standard Specifications and as specified herein. The conduit shall be fastened to the PVC water main with a method acceptable to the Village and installed in the same trench as the water main. The conduit shall be terminated at each end in a flush mount access box. Tracer wire shall be terminated at each end in a flush mount access box. Access Box shall have a cast iron lid that can be locked and opened with a standard pentagon head key wrench. Tracer wires shall be stripped and attached to stainless steel screws mounted to the underside of the lid. Three -feet of slack shall be left in wire length so cover can be lifted with wire intact. Tracer wire access box shall be located directly in front of fire hydrants or where indicated by the Engineer and be set to grade. Tracer Wire Access Boxes shall not be located in pavement unless specified by the Engineer. PAGE 42 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT The tracer wire shall be #10 solid insulated copper wire installed in a 1 '/" coilable nonmetallic conduit. Tracer wire and conduit will be measured per lineal foot of constructed PVC water. Vertical length for access box terminations will not be measured for payment and shall be included in the cost of Tracer Wire Access Box. Splicing of wires between access boxes will not be permitted. Conduit shall extend into and terminate within the access box. Methods of splicing conduit shall be submitted to the Village for approval prior to performing any splicing. Only water proof splicing kits may be used. Tracer wire access box shall be of domestic manufacture and equal to Valvco TWAB (See detail included in Plan). This work shall be measured and paid for at the contract unit price per foot for TRACER WIRE IN CONDUIT and per each for TRACER WIRE ACCESS BOX which price shall be considered payment in full for completing this work as shown on the plans and as directed by the Engineer. 701#01 TRAFFIC CONTROL PLAN Traffic control shall be in accordance with 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, the Traffic Specifications and the Special Provisions contained herein. With respect to this project, the Contractor will be required to provide all warning signs, barricades, traffic cones, flagmen and other appurtenances, which are necessary to guarantee the safety of motorists and pedestrians during the construction phase, as directed by the Engineer. Special attention is called to Article 107.09 and 107.14 of the ]DOT Standard Specifications and the following Highway Standards, Details, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. STANDARDS: 701301-03,701501-04,701901 DETAILS: TRAFFIC CONTROL PLAN At the preconstruction meeting, the Contractor shall furnish the name of the individual in his direct employ who is to be responsible for the installation and maintenance of the traffic control for this project. If the actual installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the preconstruction meeting in accordance with Article 108.01 of the IDOT Standard Specifications. This shall not relieve the Contractor of the requirement to have a responsible individual in his direct employ supervise this work. This work will be paid for separately as TRAFFIC CONTROL AND PROTECTION, lump sum. PAGE 43 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION WATER MAIN CONSTRUCTION 1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS", SIXTH EDITION, DATED JULY 2009 AND ALL REVISIONS THERETO; THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK ORDINANCES, REQUIREMENTS AND POLICIES. 2. ALL WATER MAIN SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, CLASS 52 WITH MECHANICAL AND/OR PUSH -ON JOINTS. DUCTILE IRON WATER MAIN SHALL CONFORM TO ANSI A21.51/AWWA C151, DUCTILE IRON COMPACT FITTINGS TO ANSI A21.53/AWWA C153, AND CEMENT LINING TO ANSI A21.4. RETAINER GLANDS SHALL BE USED WHERE SPECIFIED IN THE PLANS AND WHERE DIRECTED IN THE FIELD BY THE VILLAGE. WHERE APPROVED BY THE VILLAGE IN CERTAIN CASES, WATER MAIN SHALL BE DIRECTIONALLY DRILLED HDPE DR -11 CONFORMING TO AWWA C906. OUTSIDE DIAMETER SHALL BE DUCTILE IRON SIZING SYSTEM (DIOD) ANSI A21.10/AWWA C110. A 1 %" (38mm) MINIMUM PVC TUBING SHALL BE DIRECTIONALLY DRILLED WITH AND ON TOP OF THE HDPE PIPE WITH TWO (2) TRACER WIRES (#10 SOLID INSULATED COPPER WIRE). THE TRACER WIRES SHALL BE CONNECTED TO A VALCO TRACER WIRE ACCESS BOX AT EACH END OF THE HDPE PIPE. 3. THE DUCTILE IRON WATER MAIN SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT, (8 MIL THICK) CONFORMING TO ANSI A21.5/AWWA C105. 4. THE WATER MAIN SHALL BE SUBJECTED TO A PRESSURE AND LEAKAGE TEST ACCORDING TO THE STANDARD SPECIFICATIONS EXCEPT THE WATER MAIN SHALL BE SUBJECTED TO A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS AND LEAKAGE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE AS SHOWN IN TABLE 2 OF THE STANDARD DETAILS SECTION OF VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. SAID PRESSURE TEST MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE'S ENGINEERING DEPARTMENT OR WATER DEPARTMENT. 5. ALL NEW WATER MAIN SHALL HAVE A COVER OF 5'-6" (1.7 m) FROM FINISHED SURFACE ELEVATION TO TOP OF PIPE. Section SUBD-WM, Page I of 6 45 PAGE 44 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 6. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED IN SEPARATE TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM STORM SEWERS AND STORM SERVICES AND FROM SANITARY SEWERS AND SANITARY SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING. 7. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/ DRIVEWAYS RESULTING FROM WATER MAIN OR WATER SERVICE CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE, TO 5 FEET (1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA -6 TRENCH BACKFILL MECHANICALLY COMPACTED IN I FOOT (0.3 m) LIFTS STARTING 1 FOOT (0.3 m) ABOVE THE TOP OF PIPE. 8. ALL WATER SERVICES SHALL BE 1'/z" (38 mm) MINIMUM COPPER WATER TUBE (SEE STANDARD DETAIL) TYPE K PIPE, SOFT TEMPER WITH A MINIMUM OF 4--6" (1.4 m) COVER. NO UNIONS OR COUPLINGS ARE ALLOWED UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE ALLOWED. 9. NO WATER SERVICE CONNECTION TAP SHALL BE MADE UNTIL THE NEWLY CONSTRUCTED WATER MAIN HAS BEEN TESTED, CHLORINATED AND FOUND TO BE ACCEPTABLE BY THE VILLAGE AND THE IEPA OPERATING PERMIT HAS BEEN ISSUED. NEW MATERIAL SHALL BE USED FOR THE ENTIRE SERVICE TO BE CONSTRUCTED. 10. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED UNTIL INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT. 11. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 12. VALVE VAULTS SHALL BE PROVIDED ON ALL WATER MAIN VALVES, AND SERVICE LINE VALVES EQUAL TO OR GREATER THAN 4" (100 mm), BUT NOT FIRE HYDRANT AUXILIARY VALVES. VAULTS SHALL BE CONSTRUCTED OF PRECAST CONCRETE UNITS CONFORMING TO SECTION 44 IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" AND THE VALVE VAULT DETAIL IN THE STANDARD DETAILS SECTION OF THE VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. ALL JOINTS OF THESE UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED; MORTAR IS NOT ALLOWED. Section SUBD-WM, Page 2 of 6 46 PAGE 45 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT 13. FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION MODEL NO. A-423, COMPLYING WITH AWWA C-502 AND HAVE BREAKABLE SAFETY FLANGES, AS CURRENTLY INSTALLED IN THE VILLAGE. THE MAIN VALVE OPENING SHALL BE 5-1/4" (133 mm). TWO (2) 2-1/2" (64 mm) HOSE NOZZLES AND ONE (1) 4-1/2" (114 mm) HOSE NOZZLE SHALL BE PROVIDED. HYDRANTS SHALL BE FURNISHED WITH A 6" (150 mm) R/W (RESILIENT WEDGE) MUELLER GATE VALVE, (MUELLER NO. A-2360-16) ATTACHED DIRECTLY TO THE HYDRANT, AND CAST IRON VALVE BOX TWO-PIECE (TYLER NO. 664S). HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS AND SHALL BE PAINTED A GREEN COLOR, (GLIDDEN STRUCTURE GREEN NO. 4503, OR RUST SCAT MACK GREEN NO. 138). ALL PORT CAPS SHALL BE PAINTED A HIGHLY REFLECTIVE WHITE COLOR (3M TRAFFIC CONTROL DIVISION WHITE PAINT NO. 7216). ALL BONNETS SHALL BE PAINTED A COLOR IN ACCORDANCE WITH THE HYDRANT DETAIL. FOR FURTHER INFORMATION CONTACT THE VILLAGE WATER DEPARTMENT. WHERE THE HYDRANT IS BEING INSTALLED ADJACENT TO D.I.W.M. WRAPPED WITH POLYETHELENE ENCASEMENT, ALL METAL APPURTENANCES, INCLUDING TEE, BENDS, HYDRANT BARREL, HYDRANT LEAD, VALVE, ETC., SHALL BE WRAPPED WITH A POLYETHELENE ENCASEMENT CONFORMING TO ANSI. A21.5. ALL HYDRANT LEADS SHALL BE 6" (150 mm) D.I.` 1k PVC C-900 DR 18 PIPE AND SHALL BE CONSTRUCTED WITH RETAINER GLANDS (SEE PARAGRAPH 23). ALL HYDRANTS SHALL FACE THE STREET AND SHALL BE 5' (1.5 m) FROM BACK OF CURB TO FACE OF HYDRANT OR 10' (3.0 m) FROM EDGE OF PAVEMENT TO FACE OF HYDRANT WHEN THERE IS NO CURB. HYDRANTS SHALL BE SPACED AT INTERVALS OF APPROXIMATELY 300' (100 m) AND SHALL BE LOCATED SO AS TO BE OPPOSITE A COMMON LOT LINE OR IN THE MIDDLE OF THE LOT. A SPRING STEEL HYDRANT MARKER, , SHALL BE MOUNTED ON THE BACK OF THE HYDRANT FLANGE. 15. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. B -BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE Section SUBD-WM, Page 3 of 6 47 PAGE 46 SECTION D ml .. ... TIN 90511M I - - 15. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. B -BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE Section SUBD-WM, Page 3 of 6 47 PAGE 46 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF ALL B - BOXES. EACH B -BOX SHALL BE DIMENSIONED FROM THE TWO (2) PROPERTY CORNERS. 16. ALL WATER MAIN VALVES SHALL BE MUELLER RESILIENT SEAT GATE VALVE (RESILIENT WEDGE, R/WV) FOR MECHANICAL JOINTS CONFORMING TO AWWA C111 (MUELLER NO. A-2360-20). WHEN A TEE IS BEING CUT INTO AN EXISTING WATER MAIN, AN MJ x MJ x FL TEE SHALL BE USED AND A FL x MJ VALVE ATTACHED ONTO THE TEE. 17. CAST IN PLACE THRUST BLOCKS OR PRE -CAST SOLID CONCRETE MASONRY UNITS SHALL BE PROVIDED AT ALL CHANGES IN ALIGNMENT OF THE WATER MAIN AND OPPOSITE ALL "TEE" CONNECTIONS. ALL THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH. 18. WATER MAIN FLUSHING AND CHLORINATION A. THE WATER MAIN SHALL BE FLUSHED AND CHLORINATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VILLAGE AND THE STANDARD SPECIFICATIONS. ANY PORTION OF THE NEW WATER MAIN EXTENSION SO STERILIZED SHALL BE ISOLATED AND VALVED OFF FROM THE REST OF THE SYSTEM UNTIL A CERTIFICATE OF APPROVAL IS RECEIVED FROM THE REGULATORY AGENCIES. THE VILLAGE SHALL DECIDE THE LOCATION AND NUMBER OF TESTS TO BE DONE. B. CHLORINATION/DISINFECTION OF THE WATER MAIN SYSTEM SHALL BE ACCOMPLISHED BY CHLORINE GAS -WATER MIXTURE ONLY. C. CHLORINATION OF THE WATER MAIN MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT OR WATER DEPARTMENT. ALL CHLORINATING PROCEDURES WILL BE COMPLETED ON EITHER A MONDAY, TUESDAY OR WEDNESDAY; NO OTHER DAYS WILL BE ALLOWED BY THE VILLAGE. 19. FOLLOWING THE DISINFECTION AND FLUSHING PROCEDURES, SAMPLES SHALL BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS ON TWO (2) SUCCESSIVE DAYS, BUT NOT LESS THAN 24 HOURS APART, FROM VARIOUS POINTS DETERMINED BY THE VILLAGE ON THE NEW PORTION OF THE SYSTEM (APPROXIMATELY EVERY NO 1,000 FEET (150 m)), SUBJECT TO EACH PROJECT'S UNIQUE CHARACTERISTICS). Section SUBD-WM, Page 4 of 6 48 PAGE 47 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT ALL SAMPLES WILL BE COLLECTED BY THE CONTRACTOR BUT WILL BE DELIVERED TO THE VILLAGE'S STATE CERTIFIED LABORATORY FOR ANALYSIS BY A STAFF MEMBER OF THE VILLAGE'S WATER DEPARTMENT. ALL LABORATORY COSTS SHALL BE BORNE BY THE CONTRACTOR AND HE/SHE WILL ARRANGE TO BE BILLED BY EITHER THE LABORATORY OR THE VILLAGE PRIOR TO ANY WATER MAIN STERILIZATION WORK. ALL SAMPLING PERFORMED BY THE CONTRACTOR WILL BE WITNESSED BY OWNER'S REPRESENTATIVE. ALL LABORATORY TEST RESULTS MUST BE FURNISHED IN WRITING TO THE VILLAGE. CHLORINATION, FLUSHING AND WATER SAMPLING SHALL ALSO INCLUDE, WHEN NECESSARY, THE REMAINING PORTIONS OF THE EXISTING WATER MAIN SYSTEM AS DETERMINED BY THE VILLAGE. 20. ALL WATER MAIN VALVES WILL BE OPERATED BY VILLAGE PERSONNEL ONLY. 21. AT THE END OF THE DAY, THE CONTRACTOR WILL BARRICADE AND FENCE ALL OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE AREAS AND ALL OPEN VALVE VAULT AREAS. 22. CASTINGS FOR VAULT ACCESS, FRAME AND CLOSED LID, SHALL CONFORM TO NEENAH FOUNDRY COMPANY CATALOG NO. R-1712, OR APPROVED EQUAL. THE SOLID LID (COVER) SHALL BEAR THE MARKING "WATER". CASTINGS PLACED ON PRECAST REINFORCED CONCRETE MASONRY UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED; MORTAR WILL NOT BE ALLOWED. 23. PIPE FITTINGS (SEE STANDARD DETAILS): A. FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI A21.53/AWWA C153. B. FITTING PRESSURE RATING: 350 PSI C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS: 1. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100) 2. UNI -FLANGE SERIES 1400 BY FORD 3. PVC (SERIES 2000 PV) BY EBAA 4. PVC (SERIES 1500) BY FORD D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER MAINS: L TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING 2. SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING COUPLINGS (TYLER/UNION DUAL PURPOSE). 3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE. Section SUBD-WM, Page 5 of 6 49 PAGE 48 SECTION D VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS: 1. STAINLESS STEEL OR MALLEABLE IRON 2. CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION 3. ROD DIAMETER: 3/4" (20 nun) MINIMUM 4. SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN WATER MAINS. F. VALVE/FITTING CUT -IN SLEEVES: 1. MUELLER H-840 (GLAND SEE "C" ABOVE) 2. TYLER/UNION DUAL PURPOSE 3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE. G. TAPPING SLEEVE: 1. SMITH-BLAIR #665 STAINLESS STEEL FLANGE TAPPING SLEEVE 2. OR APPROVED EQUAL H. ANCHORING TEE: 1. TYLER MJ SWIVEL TEE 24. AFTER THE IEPA OPERATING PERMIT HAS BEEN ISSUED AND/OR WHEN APPROVED BY THE VILLAGE, ALL CORPORATION STOPS INSTALLED FOR TESTING PURPOSES WITHIN VAULTS WILL BE REMOVED BY THE CONTRACTOR AND REPLACED WITH A BRASS PLUG. ANY CORPORATION STOPS INSTALLED FOR TESTING PURPOSES ELSEWHERE WILL BE REMOVED AND CLAMPED WITH AN ALL STAINLESS STEEL REPAIR SLEEVE. THIS WORK MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT OR WATER DEPARTMENT. 25. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10' (3.0 m) HORIZONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER COMMISSION WATER MAIN UNLESS ADEQUATE PRECAUTIONS, AS DETERMINED BY THE VILLAGE, ARE TAKEN. 26. WHERE SPECIFIED IN THE PLANS OR WHERE DIRECTED IN THE FIELD BY THE VILLAGE, SPECIAL HYDRANT TEES SHALL BE USED WHICH CONFORM TO TYLER CATALOG NO. 5- 119, OR APPROVED EQUAL. DPW STD SUB -WATER Section SUBD-WM, Page 6 of 6 50 PAGE 49 SECTION D 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 be approved as an installer by the manufacturer. 2. COMMENCEMENT OF WORK: Any contractor shall not commence work under his contract until he has obtained all insurance required, and such insurance has been approved by the Village and all other agencies impacted by the pending project. 3. NO GRAFFITI: The contractor is hereby advised that no paint spray markings, that are not completely necessary, will be allowed on the top surface of any existing concrete curb and gutter or the bituminous roadway pavement. Stationing for reference purposes will be provided by the Engineer as necessary. The contractor will be responsible to advise his subcontractor(s) accordingly. The contractor will also be responsible to remove, to the satisfaction of the Engineer, any markings caused by his construction activities, except JULIE locates. All costs of said clean-up shall be incidental to the contract and no additional compensation will be allowed. 4. 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. 5. INSPECTION NOTIFICATION: The contractor shall give twenty-four (24) hour advance notice to the Village Engineering Department prior to starting work or any phase of the work. Other affected governmental and utility agencies must be notified in accordance with their notification procedures. If twenty-four (24) hour advance notice is not supplied to the Village for any or all construction activities, the contractor hereby agrees and allows the Village to stop any and all such unnotified construction activities until the proper 24 hour advance notice is given, all at no cost or penalty to the Village. The contractor shall notify, as necessary, all testing agencies in accordance with their notification procedures. The contractor hereby agrees that failure of the contractor to allow proper notification time which results in the testing agency to be not available to visit the site and perform testing as necessary will cause the contractor to suspend operations (pertaining to testing) until the testing agency can schedule its testing operations. All costs of suspension of work are to be borne by the contractor. 6. 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. 7. CERTIFICATE OF COMPLIANCE: When requested, the contractor shall furnish the Village with Certificates of Compliance with the specifications for all materials used in the construction of this improvement. In the case of pipe, the certificate shall include test results and sketches showing compliance with the applicable ASTM Specifications. Section F Statement of Contractor'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 Contractor may\ Isubmit any additional information he or she desires. 1. Name of Contractor: V 1 OLY� t (0 y�TYL� . 2. Permanent main office address: 1 Y 1 Y I Ii1.+kO SRXiTfbl � 111UQ ( � 3. When organized: 7 a.Yluu '�1 0 i `(��yp 4. If a corporation, where incorporated: -Zt h i2o LS 5. How many years have you been engaged in the contracting business under your present firm or trade name: (Q 1j-CCit' S 6. Contracts on hand: (Schedule these, showing amou t of each contract and the appropriate anticipated dates of completion) tinny . 7. Ge eral charater of work performed by your company: SiJf PtanJ Ulkr tWyl 11 pcNl:�6 f 46-r�• 8. Have you ever defaulted on a contract: AJ 9. List, on an attached sheet, the more important projects recently completed by your company, stating the approximate cost for each, and the month andyear completed. Include a contact person and phone # for each. 4 See 44 -la Ind 10. List your major equipment available for this contract. 4 &t 4-r'�r2Clt d aee;-4- 11. Experience in work similar in importance to this project: I See ff h� -Ske-(- t 12. Background and experience of the pr�j.ncipal members of your organization, including the officers. %i i{k(%LOCN SheL44 13. Credit available: W;/ 11 (,(,1 aj[Q' )I OU) U ( O&r./� 14. Bankreference: JP MO�QQ.V�i I.VLl1SQ i`JQ��C - NII -ded tau)fl�-- ?n - (vN?--)s10- 3-13Z - 1 VIAN CONSTRUCTION CO., INC. SEWER AND WATER CONTRACTOR 1041 MARTHA STREET • ELK GROVE VILLAGE, IL 60007 TELEPHONE: (847) 364-5369 • FAX: (847) 364-5371 List of Project Experience, Performance & References October 14, 2011 The following is a list of Experience, Good Performance Record and References of recent projects completed by Vian Construction Co., Inc.: 1.) Village of Elk Grove Village 901 Wellington Avenue Elk Grove Village, IL 60007 Kenneth Jay, P.E. (847)357-4233 Project: Delphia Avenue Water Main Improvements ($799,943.66) Compeletion: (November2010) 2.) City of Wood Dale 404 North Wood Dale Road Wood Dale, IL 60191 Stephen Wegner, P.E. (Enginnering Resource Associates, Inc.) (630) 683-0110 Project: Oak Avenue & Potter Stree Water Main Replacement ($427,864.09) Completion: (May 2010) 3.) Village of Bloomingdale 201 S. Bloomingdale Road Bloomingdale, IL 60108 Robert Prohaska (630) 671-5657 Project: Cardinal Drive & Oriole Street Water Main Replacement ($760,000.ae) Completion: (August 2011) 4.) LaGrange Highlands Sanitary District 5900 S. Wiilowsprings Rd. LaGrange, IL 60525 Jeff Shepler (708)246-5657 Project: 2011 Water Main Improvements ($277,749.00) Completion: (October 2011) 5.) Village of Burr Ridge 7660 Countyline Road Burr Ridge, IL 60527 Jim Lukas (630)323-4733 Project: West Babson Park Water Main Extension - Phase 1 ($169,442.80) Completion: (Jan. 2011) "'Note: Will provide more experience/references upon request— VIAN CONSTRUCTION CO., INC. SEWER AND WATER CONTRACTOR 1041 MARTHA STREET • ELK GROVE VILLAGE, IL 60007 TELEPHONE: (847) 364-5369 • FAX: 847) 364-5371 February 29,2012 THE FOLLOWING IS A LIST OF EQUIPMENT VIAN CONSTRUCTION OWNS THAT IS AVAILABLE FOR AND TO BE USED ON THIS PROJECT: 180 HYUNDAI TRACK BACKHOE CAT BACKHOE 426 JCB WHEEL LOADER 215 JCB WHEEL BACKHOE LOADER GMC DUMP TRUCK. MACK SIX WHEEL KOMATSU EXCAVATOR -SAFETY BOXES, SHORING AND ALL NECESSARY TOOLS. VIAN CONSTRUCTION CO./ INC. SEWER AND WATER CONTRACTOR 1041 MARTHA STREET • ELK GROVE VILLAGE, IL 60007 TELEPHONE: (847) 364-5369 • FAX: (847) 364-5371 February 21,2012 Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 PROJECT: 2012 Water Main Replacement Project Experience/Background (Principal Members of Vian Construction Co., Inc.) In regards to Experience and Background in work similar in importance to this project, Wan Construction Co., Inc. is a corporation and has been in business since 1986. We have performed numerous projects throughout the Chicago land area for over the past 26 years. Vince Rendina foreman and owner/president has worked in the industry for over 36 years, and has worked on projects similar to: Village of Oak Brook - 2012 Water Main Replacement. Anna Rendina has been secretary for Vian Construction for the past 26 years. She has much experience in the administrative duties required for projects similar to: Village of Oak Brook -2012 Water Main Replacement Project. Steve Miller(foreman) has been with Vian for 20 years and has worked on many projects similar to : Village of Oak Brook - 2012 Water Main Replacement Project Officers of Vian Construction are : Vince Rendina- President/Treasurer 1041 Martha Street, Elk Grove Village, IL 60007 (847)364-5369 Anna Rendina - Secretary 1041 Martha Street, Elk Grove Village, IL 60007 (847)364-5369 15. Will you, upon request, fill out a detailed financial statement and ,fy�rnish any other information that may be required by the Village of Oak Brook: 1� 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 Contractor's Qualifications. DATED at Illinois this 2L day of � f LMS 2012. 0 STATE OF ILLINOIS ) /�r` COUNTY OF &O ) SS. 77,Cl Title V1 e '� njl%2Q— being duly sworn deposes and says that he is the fJLSi of ViRYI uc . :;ke. and that the answers to the foregoing questions and all statements therein contained are true and correct. SUBSCRIBED and sworn to before me this dj day of 2012. N��M� SLONEXY�RES MY COM�ov�� a�l� 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: V Ib �aC{ pi K rDyJC '' Address: q -Q l I, I l i f -044 Q. Phone #: C�i�i� 3s�-- 3� Contact: Q�1 Y1 E�i'1 7Qt q 2. Company Name:� I �l044 ©t LOdw ( Vto 06 Address: dol--a— Phone #: �� Jd) (� 4-1 -SIV �Lp Contact: ?(U kOLS KQ 3. Company Name: L&A i QQ �(TW �`�/U Ia ds Sm Ls—�fb Address: S9oo to I I I ulj- c ly o La rGl-i q� Zi.. (DOS;—) Phone#: Contact 4. Company Name: l fta Address: Phone #: l ' —(Lok) Contact: I m Lukas -J I 5. Company Name:U'nY11 Address: S!D/ GUaL�L)4 AV) G{Jf1'Q.IrSo lza POS( T Phone #: (430) qq- 15gao Contact: iXDT-f-- V(UCU 4, Wi0 pfvgiJe Vrtou Rderizne2S opan Page 1 /Dv. 6. Company Name: Address: Phone #: Contact: 7. Company Name: Address: Phone #: Contact: 8. Company Name: Address: Phone #: Contact: 9. Company Name: Address: Phone #: Contact: 10. Company Name: Address: Phone #: Contact: Page 1 Section H Bid Certification The undersigned. being first dulv 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: "2012 Water Main Replacement 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) Corporation /} Partnership Individual Firm Name: V ICLVY l�,�DV1S'�TLkr_TI po ep-j1C - Y I l Address: IN I aS`t VIA 'S�(Q�� Page 1 _Date: Tf b( 2 aolQ- A I -SEAL- SUBSCRIBED ANP SWORN TO before me thi$ d h day �^ M�OFF1asvv1. 1tE4 tL�NO1S EtiSA A'� SO 0� 12014 NOTAttY} S ONE tRES Y, ' MY CaMM Page 2 Section 1 Contract 2012 Water Main Renlacement Proiect 1. THIS AGREEMENT, made and concluded this (9g-�k day of 2012, between the Village of Oak Brook, a municipal corporation, acting by nd th ough its President and Board of Trustees, known as VILLAGE, and Vfo>7 �lfc olhis 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 agreed th�t.:the entire id Package hereto attached, approved by the VILLAGE this day o 1'\-1 2012, are all essential documents of this contract and are a part hereof. Il IN WITNESS WHEREOF, the said parties have executed these presents on the above mentioned date. Village President Corporate Name IM By Copractor Page 3 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 Page 4 SEXUAL HARASSMENT CERTIFICATE hereinafterrefe ed to as "Contractor" having submitted a bid/bid for Ito the Village of Oak Brook, DuPage/Cook Counties, Illinois, hereby certiid Contractor has a written sexual harassment policy in place in full compliance with 775 II -CS 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 written policy to the Illinois Department of Human Rights upon request. Subscribed and sworn to before me this .A/1:!7 day OFF(CT�S�U1.lE4 �,11NU�5 M� �N4S oNEgy1RE5 Page 5 . Authorized Agent of Contractor CONTRACTOR'S CERTIFICATIONS n (CONTRACT EXECUTION) �1Gn l (ll f Z1C_ having executed a contract for L1-0( d�with the VILLAGE, hereby certifies that said contractor is not barred from executing said contract as a result of a violation of either Section 5133E-3 or 5/33E-4 of Chapter 720 of the Illinois Compiled Statutes. (DRUG-FREE WORKPLACE) Contractor deposes, states and certifies it will provide a drug free workplace by complying with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS 580/3. Attes MMM ontractor By: By. Name of Contractors Executing Officer Title: Q Subscribed and Sworn to before me this day of &r, I 20 /.D Title: 7raS lGI/2 Title of Contractor's Executing Officer My N ops ZyO�p�t��s 0��,�Q10 0 Page 6 -Tvn2 1�' aoiq -SEAL- PREVAILING WAGE AFFIDAVIT I, V O/1 i & / it&—/� (name of signatory), on oath hereby state and certify that V ar, l:.(O+UaD l 0&a6. (name of Contractor), pursuant to a Contract dated TC l nc , 2012, with the Village of Oak Brook for the &lLAl��Project, has complied and will comply with all laws, including those 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 \o'r mechanic needed to execute the aforesaid Contract or to perform such work. VICL1 lt�t� �.y 111C. (name of Contractor) has also complied and will comply with all record keeping requirements established in the Prevailing Wage Act (820 ILCS 130/0.01, et seq. CONTRACTOR: By: /_ I Title: rilS/GlE� SUBSCRIBED.AND SWORN TO '" R1Yug`cS"�,C NOTA �SSION EY'F1RES Page 7 10101 VA LC OF PAYROLL RECORDS I, V WX LCi Id-L✓1C`- (name of person cuting this certificate), do here� qy ce ify that I am the duly qualified and actingy�-e�,i ckj,4 (title) for Y ian �L 9f X41 U) POQ- tt 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 cop of t e records of all laborers, mechanics, and other workers employed by i n j , ut rYL(name of contractor) on the 2012 Water Main Replacement Project (the "Project") for 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 I ss than the general prevailing rate of hourly wages required by the Act, and that prc (name 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 A 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: 4�� 1 1 / / 01 /ij4 2-/2 // (Name of Contractor) Ili ( i nature) u (Printed Name) -Pne,Srd&�4- (Title) Subscribed and sworn to before me Notarv-P-ubA—c ` g�FSPMS�pTF,kW All NO MY , Page 8 Section J Contract Bond 2012 Water Main Replacement Project Subject to Adjustment Based on Final Contract Price We, Vian construction Co.Inc. 1041 Martha,Elk Grove Village,IL 60007 as PRINCIPAL, and Waster, Surety fnmpan)y 943 R_WahaahflhJnAgo.Il 6060Q as SURETY, are held and firmly bound unto the Village of Oak Brook (hereafter referred to as "VILLAGE") in the penal sum of One Million Five Hundred NinetyThree That1gaild m�.......e v.....ared n.... QnGI Dollars ($ i ,sas , s01 .10 ), 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 toep 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. 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 Page 9 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 13th day of April 2012. PRINCIPAL VIAN CONSTRUCTION CO.,INC. (Com an Name) (Company Name) By: By: ( %nature) (Signature) Vince Rendina (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.) WESTERN SURETY COMPANY (Name of Surety) SURETY By: (Signate of Attorney in Fact) MARY ANN POWELL Page 10 State of Illinois ) ) SS. County of cook ) I,Christine Eitel , a Notary Public in and for said county, do hereby certify that Vince Rendina and Mary Ann Powell (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 13th day of Aoril 2012. oFF CIAL S=P,L" u 5 Not is Ncu,.. , :_ C ; n . ry tiy� rt�a p!i unic MAY 0" My commission expires: i 05/26/2012 Page 11 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Maryann Powell of Chicago IL its true and lawful Attorney(s}in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature Surety Bond Number: 929548474 Principal: Vian Construction Co., Inc. Obligee: Village of Oak Brook Amount of Bond: See Bond Form and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 19th day of September 1 2006 Ia°,iRETY H,, 5.... Cpc g`x oQ9ORq'3=e W "TBuflat, A N Y 3\SE AM nior Vice President State of South Dakota County of Minnehaha ss On this 19th day of September 1 2006 , 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 the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires November 30 2012 #+5v5ss555ss.,5a5sssssyx.,# s D. KRELL s S^ ,NOTARY PUBLIC SEAL)s s�C SOUTH DAKOTAs S J 4s5s5ss55a55s�,5555555.,yr4 CERTIFICATE D. Krell, Notary Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation 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 corporation this 13th day of April 2012 W" WES Yrf - fIY ,FQaN4S.PVRETg 'oft � III ``mjo?`a elson, Assistant Secretary Form F3146 -9-20p6 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, Policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile.