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HomeMy WebLinkAbout8.2 A Motion to Accept Joint Purchasing Bid Results for Sewer LiningBoardDocs® Pro Page I of 4 Agenda Item Details Meeting Apr 03, 2018 - REGULAR MEETING OF THEM UT PROSPECT VILLAGE BOARD - 7:00 p.m. Category 8. VILLAGE MANAGER'S REPORT Subject 8.2 Motion to accept joint purchasing bid results for sewer lining in an amount not to exceed $1,320,633. IM = No win R Type Action Preferred Date Apr 03, 2018 Absolute Date Apr 03, 2018 Fiscal Impact Ye,9 Dollar Amount L320f633.04 Budgeted YeT Budget Source Water and Sewer Fund Recommended Action Award a two (2) year contract for cured -in-place sewer lining to the lowest cost bidder, Hoerr Construction, Inc, in an amount not to exceed $1,320,633 in 2018. Expenditures in 2019 will be at the contract rates, but limited to funds appropriated in the 2019 budget. Public Content In the current budget, staff requested funds for continuing combined sewer system repairs. These combine'l sewer repairs were identified during the Combined Sewer System Evaluation Study (CSSES) completed i 2015. A copy of this report is attached. Much of this work entails rehabilitating existing sewer main segments by inserting a cured -in-place (CIPP) liner de a host pipe segment. This method is more cost effective than open -cut excavation and far l- • • ge has successfully utilized this process since the late 1970s. The scope of work in this year"s project includes 82 pipe segments totaling 20,035 lineal feet of combined sewer rated as category 5 and 4. This pipe ranges in size from 8" to 30" in diameter. Category 5 sewers are in 11severe structural condition"; the CSSES study recommends that repairs be completed within one 1 to two 2 yea rs. In total, there are 25,115 lineal feet of combined sewers rated as category 5. Lining work performed in 2016 and 2017, along with work proposed this year, will correct 100% of the category 5 combined sewer def- - • in the CSSES report. In addition, the proposed work in 2018 will correct 11,118 lineal feet of category 4 sewers. This work represents approximately 28% of the sewers rated category 4. https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/13/2018 BoardDocs® Pro Page 2 of 4 The 2018 project also includes an additional 6,163 lineal feet of lining repairs in the separate sanitary sewer system. These pipes have all been rated as category 5 defects following condition assessment by Public Works staff following closed-circuit television camera inspection. These pipes are primarily all 8" in diameter. The CIPP contract being considered this year is a joint bid through the Municipal Partnering Initiative (MPI). MPI is a collective of Cook County, Lake County and DuPage County municipalities that have leveraged bulk purchasing and workload sharing to reduce the cost of many municipal services including sewer lining. The bid is similarly structured to the MPI bids that the Village participated in 2016 and 2017. The only change of significance is the term of the contract. The 2018 bid represents a two (2) year contract unlike previous years that were only a one (1) year term. The rational was a two (2) year contract would result in more favorable pricing. The Village of Mount Prospect is the lead agency for the 2018 sewer lining bid. As the lead agency the Village administers the bid on behalf of additional participating agencies including Arlington Heights, Lincolnshire and Rolling Meadows. The total quantity sewer lining included in the bid is approximately 55,000 lineal feet. Mount Prospect"s portion of the contract comprises approximately 47% of the total bid quantity (linear feet of sewer lining). Payment for work performed under this contract is made directly to the contractor. No liability is established between the Village of Mount Prospect and the other participating agencies. riolrq Ram n A Notice to Bidders was posted on the Demandstar website by Onvia. Sealed bids were received on March 19, 2018. Five (5) contractors submitted bids for the this project. The Village"s portion of the bids ranged from a low of $844f889.60 by Hoerr Construction, Inc. to a high of $1,054,198.00 by Kenney Company. The engineer"s estimate for the project was $1,398,657.00. All bidders submitted a bid bond in the amount of 5% of the total bid as required in the bid proposal packe All bids were checked for their accuracy. All bidders correctly signed their bids and bid bonds. Below 'IS summary of the bids: �• • Hoerr Construction successfully completed the Village"s CIPP project in 2016 and 2017. Hoerr performed exceptionally with no issues. In addition, Hoerr construction has completed over 1.3 million feet of CIPP liner since the company.'s founding in 1994. All reference checks indicate the firm has consistently performed work of this scale and scope with acceptable results. Based on the bid review; Hoerr Construction Inc. of Peoria, Illinois is a responsible bidder and meets all of the bid qualifications and requirements. The engineer"s estimate for the 2018 project is $1,398,657.00 and the bid from Hoerr at $844,889.60 is below the estimate. Comparing the current 2018 prices against the lineal fool https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/13/2018 2018 2019 2018 Mount Prospect 2019 Mount Overall Total Portion Overall Total Prospect Portion Hoerr Construction, Goodfield, IL $lf633f921.40 $844f889.60 $lf666f654.35 $861f798.17 Visu-Sewer of Illinois, Bridgeview, IL $1f872f519.65 $961f623.50 $lf947f352.40 $993f792.55 Insituform Technologies USA, Chesterfield, MO $lf885f978.00 $1f018f026.30 $2f 180f969. 11 $1f210f880.67 Michels Corp, Brownsville, WI $lf893f641.00 $1f069f622.00 $2f405f809.00 $1f341f869.00 Kenny Company, Northbrook, IL $2f091f388.00 $1f054J98.00 $2JI54JI29.64 $1f085f823.94 �• • Hoerr Construction successfully completed the Village"s CIPP project in 2016 and 2017. Hoerr performed exceptionally with no issues. In addition, Hoerr construction has completed over 1.3 million feet of CIPP liner since the company.'s founding in 1994. All reference checks indicate the firm has consistently performed work of this scale and scope with acceptable results. Based on the bid review; Hoerr Construction Inc. of Peoria, Illinois is a responsible bidder and meets all of the bid qualifications and requirements. The engineer"s estimate for the 2018 project is $1,398,657.00 and the bid from Hoerr at $844,889.60 is below the estimate. Comparing the current 2018 prices against the lineal fool https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/13/2018 BoardDocs® Pro Page 3 of 4 costs from the Village"s last CIPP award in 2017, this year"s project represents an average decrease of 5.5%. In a typical year, we would expect in the range of an 8 - 10% increase over the previous year"s bid. Assuming a 10% increase an expected total bid would have been approximately $980,000.00. In retrospect, the engineer"s estimate was overly conservative and relied heavily on lining bids that have been opened in the region in the past six months. In determining the estimate more focus should have been given to the MPI lining bid awards. The budget for 2018 was $1,400,00.00. The bid is based on estimated quantities and does allow for an increase or decrease in the estimated quantities. Staff has contacted Hoerr Construction to request an increase in quantities bringing the total base bid to $1,200,603.00. Hoerr Construction has indicated that they approve of the increased quantities. Staff is recommending a contingency of 10% be added to the contract award to accommodate the price difference between the actual footage lined versus the engineer"s estimate of footage to be lined. The total award would be $1,320,663 (Base bid of $844,889.60 plus $355,713.40 increased quantities plus $120,060.00 10% contingency totaling $1,320,633.00). 1. Accept Municipal Partnering Initiative Joint Bid Results for Cured -In -Place Sewer Lining. 2. Action at discretion of Village Board. Staff Recommendation Staff recommends accepting the results from the Municipal Partnering Initiative joint bid for Cured -In -Place Sewer Lining and award a two (2) year contract to Hoerr Construction, Inc. of Peoria, Illinois in an amount not to exceed $1,320,633 in 2018. Sufficient funds exist in the current 2018 budget for this project. Expenditures in 2019 will be at the contract rates, but limited to funds appropriated in the 2019 budget. 7 1. 7 6 K [:.3) 20".11.8 Ain�nua�� Sewe�i- .�kn�kng d �f: ( . . .. .. .. .. .. 2 0 ii ii u a III e iii- ....Iii iii SIIG- �(-:s IIId f 4 5 IIS 20" 88 K[:.3) .1.8 A S I-)df (2,''. 20" df (557 K[:.3) 0 1�z 1 [3 1 N I1: III 5 III III I ::,.,.:::�Z S III,,, IIS III N A III III 1��, Administrative Content Executive Content Motion & Voting Award a two (2) year contract for cured -in-place sewer lining to the lowest cost bidder, Hoerr Construction, Inc, in an amount not to exceed $1,320,633 in 2018. Expenditures in 2019 will be at the contract rates, bul limited to funds appropriated in the 2019 budget. Motion by Paul Hoefert, second by William Grossi. Final Resolution: Motion Carries https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/13/2018 BoardDocs® Pro W-immi• • • Page 4 of 4 https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/13/2018 2011.0atwo ARLINGTON HEIGHTS, MOUNT PROSPECT, ROLLING MEADOWS LINCOLNSHIRE TILLAGE OF MOUNT PROSPECT 50 S. Emerson St. Mount Prospect, IL 60056 (847) 870-5640 CVdIage of sk-ncoInshire S('lIFDtJI F, 01" PRICE 2019 Sewer I,uung Project ('ornpany Name Address� (.'ity, State, Zipi-2&.. � . .. . . ....... Item Arlingto n Lincohishir Rolling Mount Bid $/Unit Year Bid $/Unit No. Items Unit Heights e CITY Meadow Prospec Totals 2018 2019 Extension CITY s CITY t QTY 1 8" Cured in LF 9,309 3,668 8,895 5,389 27,261 L4 35, 6 3`)'qO9- Place Pipe 2 10" Cured In EF 2,065 797 382 1,317 4,561 00 ) 3� Place Pipe 3 12" Cured in LF 2,014 1,182 7,542 10,738 30, 60 Place Pipe . 4 15" Cured in LF 345 346 691 -1)ZAD, 60", qOm- Place Pipe s 18" Cured in LF 272 627 899 r 00 " '1 53 14'� 1-H61 Place Pipe 6 21" Cured in LF 2,469 2,469 1'9�'Of Place Pipe 7 24" Cured in LF 99S 995 1 30' Place Pipe 8 27" Cured in LF 220 2201 0 Place Pipe 9 30" Cured in LF 1,063 1,063 00 I a Place Pipe 10 33" Cured in LF Place Pipe 11 36" Cured in LF Place Pipe Reinstatemen t of Service 12 Laterals Sanitary Each 307 5.5 192 494 1,048 dd to Sewer 13 Protruding Each 0 0 0 Tap Removal 14 8" End Seals Each 110 0 64 0 174 R gs" 616, 1,10 is 10" End Seals Each 18 0 4 0 22 9900 6 16 12" End Seals Each 1 14 8 J 22 ------------- 1-4-11 100* 0) 17 15" End Seals Each 4 0 4 )3q, 18 18" End Seals Each 2 0 2 19 21" End Seals Each 20 24" End Seals Each 0 21 27" End Seals Each 0 22 30" End Seals Each 0 23 33" End Seals Each 24 36" End Seat, Each 0 im Z9 99 H Summary of cost 14 j 'w Any aM(jSrll he clearly and all exceptions to these specifications a rly and COMPICtely indicated on the bid sheet, Attach additional pages if necessary. NOTE 'FO 111IDDERS: I'lease be advised that any exceptions to these specifications May cause your hid to be disqualified, Submit bids by SI-1A1,I:D 14117 ONLY Fax and e- mail bid,., are not acceptable and will not be considered 'I'llt: SE (71'10N REI.ONV.M( ST BF, ('0NIJI1,1"TED IN FUJI -1, AND SIGNH) ...... . . . ...... . ....... . ............ . ......... ............ - ------ . . ....... The undersigned hereby certifies that they have read and understand the contents of this solicitation and agree to furnish at the prices shown any or all of the items above, subject to all instructions, conditions, specifications and attachments hereto. Failure to have read all the provisions of this solicitation shall 2 not be cause to alter any resulting contract or to accept Any request for additional compensation. By signing this bid document, the bidder hereby certifies that they are not barred from bidding on this contract as a result of violation of either Section 33E-3 or 331:-4 of the Illinois Criminal Code of 1961, as amended. F Authorized Signature: Typed/Printed Name: 'fitic: . . ....... . .......... . Telephone Number 76q Company Name: Date:_. ..... . ..... . .... . E-mail: DISQUALIFICATION OF CERTAIN BIDDERS No person or business entity shall be awarded a contract or subcontract, for a stated period of time, from the date of conviction or entry of a plea of, admission of guilt, if the person or business entity, 1, has been convicted of an act committed, within the State of Illinois or any state within the United States, of bribery or attempting to be an officer or employee in the State of Illinois, or any State in the United States in that officer's or employee's official capacity', 2. has been convicted of an act committed, within the State of Illinois or any state within the United States, of bid rigging or attempting to rig bids as defined in the Sherrnan Anti-TrUst Act and Clayton Act 15 US,C 3. has been convicted of bid rigging or attempting to rig bids under the laws of the State of Illinois, or any state in the United States„ 4, has been convicted of bid rotating or attempting to rotate bids under the laws of the State of Illinois, or any state in the United States; 5has been convicted of an act committed, within the State of Illinois or any state in the United States, of price-fixing or attempting to fix prices as defined by the Sherman Anti -Trust Act and Clayton Act 15 U.S,C. Sec. I et seq., 6, has been convicted of price-fixing or attempting to fix prices under the laws of the State of Illinois, or any state in the United States" 7. has been convicted of defrauding or attempting to defraud any unit of state or local government or school district within the State of 11linois or in any state in the United States; 8. has made an admission Of guilt of such conduct as set forth in subsection (A) through (F) above which admission is a matter of record, whether or not such person or business entity was Subject to prosecution for the offense or offenses admitted to, 9 has entered a plea of nolo contendere to charges of bribery, price fixing, bid rigging, bid rotating, or fraud, as set forth in subparagraphs (A) through (F) above, Business entity, as used herein, rneans a corporation, partnership, limited liability company trust, association, unincorporated business or individually owned business. being first duly 1Ids = (Partner, Officer, Owner, Etc) of (Contractor) The party making the foregoing proposal or bid, that such bid is genuine and riot collusive, or sham-, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to Put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person-, to fix the bid price element of said bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract The undersigned certifies that he is not barred from bidding on this contract as a result of a conviction for the violation of State laws prohibiting bid -rigging or bid -rotating (Name oT Bidder if the 13idder is an Individ"ual)' (Name of Partner if the Bidder is a Partnership) (Name of Officer if the Bidder is a Corporation) The aboveWe nts must be subsc Al Subscribed and. this I 7t,�day of ribed a-# REBECCA C WIEGAND Official Seal Notary Public - State of Illinois My Cornrl Expires Sep 10, 2019 — — — — — — — — — — I Notary Public Failure to complete and retutri this forrn may be Considered sufficier7t reason for rejection of the bicl M hereby certifies it has condUcted an investigation into whether an actual or potential conflict of interest exists between the bidder, its owners and employees and any official or employee of a Municipality identified herein. Bidder further certifies that it has disclosed any such actual or potential conflict of interest and acknowledges if bidder has not disclosed any actual or potential conflict of interest, The Village of Buffalo Grove may disqualify the bid or tile affected the Municipality may void any award and acceptance that the Municipality has made (Narne 6f Bidder if the' dividual) (Name of Partner if the Bidder is a Partnership) (Narne of Officer if the Bidder is a Corporation) The above statements must e subscrib d �b f Subscribed and Sv t this day of .,kk aytoot ore a notary public, 2018 REBECCA C WIEGAND Official Seal Notary Public - State of Illinois rutge MY Commission Expires Sep 10, 2019 Notary Public Fadure to coal data at7d return tt7is form may be CW7Sidered sufficietit reason for rejection of the bid. TAX COMPLIANCE AFFIDAVIT being first duly deposes and says that he is of "artrie4Officer , Owner, Etc) The individual or entity making the foregoing proposal of, bid certifies that he is not barred froir contracting with the any of the Municipalities identified herein because of any delinquency in the payment of any tax administered by the Department of Revenue unless the individual or entity is contesting, in accordance with the procedures established by the appropriate revenue act. The individual or entity making the proposal or bid understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition, voids the contract and allows the municipality to recover all amounts paid to the Individual or entity Under the c ntract in civil action -'v (Name of Bidder if the Bidder is an Individual) (Name of Partner if the Bidder is a Partnership) (Narne of Officer if the Bidder is a Corporation) The above statements Must be subscribed and4l�efore a notary public. Subscribed and 4t�tothis - Thday of 2018 REBECCA C WIEGAND Notary Public, Official Seal Notary Public - State of Illinois, MY Commission Expires Sep 10, 2019I Failure to complete and return this forrn may be considered sufficient reason for RMFUME mo SUB -CONTRACTOR INFORMATION (ATTACH ADDITIONAL. PAC,'Fq AS NEEDED) Name. # Years in Business: Address # Years used by Contractor Services provided by Sub -Contractor Name: # Years in Business: Address: # Years used by Contractor� Services provided by Sub -Contractor, Name: # Years in business: Address .. . .... # Years used by Contractor� APPENDIX D: AGREEMENT ACCEPTANCE TheContractpart hereof /Proposal atta herein and made a ched <°o»»# y this reference incorporated is herebp acce�xfted b, I na-fne - wner %this This Acceptance, together with the Contract/Proposal attached hereto, constitutes the entire and only agreement between the parties relating to the accomplish nient of t. -y ork and the compensation therefore and supersedes and merges any other prior or contemporaneous discussions, agreements, or understandings, whether written or oral, and shall ® over any contradict ® ory or incnsistent terms or conditions contained in any purchase order, acceptance, acknowledgement, invoice, or other standard form used by the parties in the performance of the Contract/Proposal. Any such contradictory or inconsistent terms or conditions shall be deemed objected to by Owner withoutfurther notice of objection and shall be of no effect nor in any circumstances binding upon Owner unless accepted by Owner in a written document ® labeled "Amendment to Contract/Proposal." Acceptance or rejection by Owner or any such contradictory or inconsistent terms or conditions shall not constitute acceptance of any other contradictory or inconsistent terms or conditions. M- W= MIMS-r-SIT2 1.700 W. Central Rd. Mount Prospect, IL 60056 2018 Annual Sewer Lining Addendum #1 TO: Prospective Respondents and Other Interested Parties FROM: The Village of Mount Prospect public Works Department Date: March 14, 2018 Subject: ADDENDUM 91 Note: This Addendum is hereby declared a part of the original Bid documents and in Case of conflict, the provisions in the following Addendum shall govern. The following changes and clarifications shall be made to the Bid Documents and Specifications for the 2018 Annual Sewer Lining Project. Ql: Bid Schedule - Can you add a total (extension) column 6or 2018 so it shows the total price is for Each line item? Al: Yes, Please see attached revised schedule of prices. Q2: Bid Schedule — Can you add a total row at the bottom so we can see the total bid price for the Entire project? A2: Yes, please see attached revised schedule of prices. PROSPECTIVE RESPONDENTS ARE TO ACKNOWLEDGE' RECEIPT' OFADI)END1JM 91. PLEASE INCLUDE AND NOT THIS ADDENDUM IN YOUR RESP(.,)NS. RESPONDENT: SIGNED: DATE: TITLE: Tillage of MounTTMspect Public Works 1700 W. Central Rd. Mount Prospect, It. 60056 2018 Annual Sewer Lining Addendum 42 TO: Prospective Respondents and Other Interested Parties FROM: The Village ofMount Prospect Public Works Department Date: March 14, 2018 Subject: ADDF,'ND(JM 42 Note: This Addendwii is hereby declared a part ofthe original [lid documents and in Case of conflict, the provisions in the 1*611owing Addendum shall govern. The following changes and clarifications shall be rnade to the Bid Documents and Specillications for the 2018 Annual Sewer Lining Project. Q1: Can Lincolnshire provide a spreadsheet for the pipe segments being lined. A]. Yes, please see attached docurnent PROSPECTIVE RESPONDENTS ARI;F—F() ACKNOWLEDGE RECE"IPTOF ADDENDUM #1. PLI.-ASE INCLUDE AND NOTF' THIS ADDENDUM IN YO[JR RESPONS. RESPONDEIN , I . . ....... . ......... S I G N ED: . .. ........ . ------ --- DATE:. TITLE: Village of Mount Prospect Public Works 1.700 W. Central Rd. Mount Prospect, It.., 60056 2018 Annual Sewer Lining Addendum 43 TO: Prospective Respondents and Other Interested Parties FROM: The Village of Mount Prospect Public Works Department Date: March 14, 2018 Subject: ADDENDUM 43 Note: This Addendum is hereby declared a part of the original Bid documents and in Case ofconflict, the provisions in the following Addendum shall govern. The following changes and clarifications shall be made to the Bid Documents and Specifications for the 2018 Annual Sewer Lining Project. Ql: Bid Schedule -- Can the second to last column state pricing for '"2019". At: Yes, Please see attached revised schedule of prises. PROSPECTIVE RESPONDENTS ARL TO ACKNOWI,I I7C1E" RITC f,'IPT (:)F ADDENDUM 91. PLEASE INCIJJDE AND NOTE,,, "I"HIS ADDI...'NDUM IN YOtJR RFSPONS. RESPONDENT:- SIGNED:- DATE:—., ...... . ........... . .... TITLE: . ....... ... . ........... INVITATION FOR BIDS BID DOCUMENTS AND SPECIFICATIONS 2018 ANNUAL SEWER LINING FOR THE MUNICIPALITIES OF: ARLINGTON HEIGHTS, MOUNT PROSPECT, ROLLING MEADOWS & LINCOLNSHIRE VILLAGE OF MOUNT PROSPECT 50 S. Emerson St. Mount Prospect, IL 60056 (847) 870-5640 C.rak- Village of C v urs 9r1� 4� NOTICE TO BIDDERS Bid for 2018 SANITARY AND STORM SEWER LINING FOR THE MUNICIPALITIES OF: ARLINGTON HEIGHTS, MOUNT PROSPECT, ROLLING MEADOWS AND LINCOLNSHIRE Sealed bids will be received until 1:00 p.m. on March 19, 2018 in the office of the Village Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60050, In a separate, sealed envelope please submit bid clearly marked "2018 SANITARY AND STORM SEWER LINING FOR THE MUNICIPALITIES OF: ARLINGTON HEIGHTS, MOUNT PROSPECT, ROLLING MEADOWS AND LINCOLNSHIRE Scope of work includes approximately 48,897 linear feet of sanitary and storm sewer lining in various sizes of cured -in-place pipe lining (CIPP). Plans and specifications can be obtained from the Village of Mount Prospect website www.mountproWe_ct,or,q/bids. All work under this Bid and the resulting contract shall comply with the Illinois Prevailing Wage Act, 820 ILCS 93010.01 et seq. and the other applicable Laws and ordinances. Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees. Any Bid submitted unsealed, unsigned, sent via email or fax or received subsequent to the aforementioned date and time, will be disqualified and returned to the bidder. The Village reserves the right in its sole discretion, to reject any and all bids or parts thereof, to waive any irregularities technicalities and informalities in bid procedures and to award the contract in a manner best serving the interests of the Village. Village Manager Michael Cassady SCHEDULE OF PRICES 2018 Sewer Lining Project Company Name Address: City, State, Zip _ Item Items UArlington Lincolnshire Rolling nit Mount Totals Bid $/Unit Bid $/Unit No Heights QTY QTY Meadows QTY Prospect QTY Year 2018 Year 2019 1 8" Cured in Place Pipe LF 9,309 3,668 8,895 51389 27,261 2 10' Cured In Place Pipe LF 2,065 797 382 1,317 _ 4,561 3 12" Cured in Place Pie LF 2,014 1,182 7,542 10,738 4 15" Cured in Place Pipe LF 345 346 691 5 18" Cured in Place Pipe LF 272 627 899 6 21" Cured in Place Pipe L€ 2,469 2,469 7 24" Cured in Place Pipe LF 995 995 8 27" Cured in Place Pipe LF 220 220 9 30" Cured in Place Pipe LF 1,063 1,063 10 33" Cured in Place Pipe LF 11 36" Cured in Place Pipe LF 12 Reinstatement of Service Each 55 Laterals - Sanitary Sewer 307 192 494 1,048 13 Protruding Tap Removal Each 0 0 0 14 8" End Seals Each 110 Q 64 0 174 15 10" End Seals Each I 18 0 4 _ 0 22 16 12" End Seals Each 14 8 0 22 17 15"" End Seals Each 4 0 4 18 18" End Seals Each 2 0 2 19 21" End Seals Each a 20 24" End Seais Each 0 21 27" End Seals Each 0 22 30" End Seals Each 0 23 "Seals Each 24 �36EndSeals Each p Any and all exceptions to these specifications MUST be clearly and completely indicated on the bid sheet. Attach additional pages if necessary. NOTE TO BIDDERS: Please be advised that any exceptions to these specifications may cause your bid to be disqualified. Submit bids by SEALED BID ONLY. Fax and e-mail bids are not acceptable and will not be considered. THE SECTION BELOW MUST BE COMPLETED IN FULL AND SIGNED The undersigned hereby certifies that they have read and understand the contents of this solicitation and agree to furnish at the prices shown any or aA of the items above, subject to all instructions, conditions, specifications and attachments hereto. Failure to have read all the provisions of this solicitation shall not be cause to altef any resulting contract onto accept any request for additional compensation. either Section 33E•3 or 33E-4 of the Illinois By signing this bid document, the bidder hereby certifies that they are not Criminal Code of 1961. barred from bidding on this contract as a result of a violation of as amended. Authorized Signature: Company Name: Typed/Printed Name:. Date: Title: E-mail: Telephone Numb 1. INTENT The Village of Arlington Heights, ("Arlington Heights"), The Village of Mount Prospect ("Mount Prospect"), The City of Rolling Meadows ("Rolling Meadows") and the Village of Lincolnshire ("Lincolnshire"), (separately, "Village", "City" or "Owner"; collectively, "Municipalities") intend to jointly bid sanitary and storm sewer lining and award to a primary contractor ("Contractor") Through this joint bid process, the Municipalities are presenting an economy of scale to potential bidders, providing them with opportunities for increased revenues as well as reduced costs, which the bidders will in turn extend to the Municipalities via lower pricing. The Village of Mount Prospect is conducting the bidding process on behalf of the Municipalities. Each Municipality's municipal manager or board of trustees/Village council as the case may be, will have the right to review and independently approve or reject the bid award and execute the Agreement Acceptance. The work performed shall be in accordance with the provisions of the Illinois Prevailing Wage Act 820 ILLS 13010.01 et seq. and Employment of Illinois Workers on Public Works Act (30 ILCS 5701). Submissions shall include, at a minimum, five (5) references that indicate the bidder's ability to successfully perform similar work within the last three (3) years. At a minimum reference submissions shall include municipal references. 2. BID PRICE The Contractor shall provide pricing per the specifications identified herein. 3. TWO-YEAR BID AGREEMENT Contractors bidding this work shall provide pricing for a two year contract with each of the Municipalities. Pipe sizes and quantities will change for year two, each municipality's budget will be similar. 4. PRE-BID CONFERENCE NO PRE-BID MEETING WILL BE HELD. Contractors interested in bidding this work are urged to attend the pre-bid conference. Attendance at this meeting is not mandatory; however, Contractors are warned that no allowance will be granted to bidders unfamiliar with the work. 5. AWARD Award shall be made to the lowest responsive and responsible bidder (s) who best meets the specifications including financial capacity to perform, experience and qualifications performing similar work, and scheduling based upon the evaluation criteria specified herein. No work shall be awarded to a Bidder that is in arrears or is in default to any of the municipalities for any debt or contract, or that has defaulted, as surety or otherwise, upon any obligation to the municipality, or that has failed to perform satisfactorily any previous contract with, or work for, the municipality. 6. VOLUME/ESTIMATED QUANTITY The volumes identified herein are estimated quantities. The Municipalities do not guarantee any specific amount and shall not be held responsible for any deviation. This contract shall cover the Municipalities' requirements whether more or less than the estimated amount. 7. JOINT PURCHASINGIPURCHASING EXTENSION The purchase of goods and services pursuant to the terms of this Agreement shall also be offered for purchases to be made by the Municipalities, as authorized by the Governmental Joint Purchasing Act, 30 ILCS 52510.01, of seq. (the "Act"). All purchases and payments made under the Act shall be made directly by and between each Municipality and the successful bidder. The bidder agrees that the Village of Mount Prospect shall not be responsible in any way for purchase orders or payments made by the other Municipalities. The bidder further agrees that all terms and conditions of this Agreement shall continue in full force and effect as to the other Municipalities during the extended term of this Agreement. Bidder and the other Municipalities may negotiate such other and further terms and conditions to this Agreement ("Other Terms") as individual projects may require. In order to be effective, Other Terms shall be reduced to writing and signed by a duly authorized representative of both the successful bidder and the other Municipality. The bidder shall provide the other Municipalities with all documentation as required in the request/invitation for bids ("RFB"), and as otherwise required by the Village of Mount Prospect, including, but not limited to: • 100% performance and payment bonds for the project awarded by other Municipalities • Certificate of insurance naming each other Municipality as an additional insured • Certified payrolls to each of the other Municipality for work performed 8. WAIVER OF WORKERS COMPENSATION/OCCUPATIONAL DISEASE EXPENSE REIMBURSEMENT The Contractor agrees to waive any and all rights to reimbursement of workers' compensation expenses under Section 1(a) (4) of the Illinois Workers' Compensation Act (820 ILCS 305), and as amended; and the Contractor agrees to waive any and all rights to reimbursement of occupational disease expenses under Section 1(a) (3) of the Illinois Occupational Diseases Act (820 1LCS 310), and as amended. g. UNBALANCED BIDS Any bid which is materially unbalanced as to prices for the Base Bid and/or Optional Bid Items may be rejected. An unbalanced bid is one which is based on the prices significantly less than the cost for some work and/or prices which are significantly overstated for other work. The Village of Mount Prospect and the Municipalities will review all unit prices submitted by the apparent lowest responsible bidder and will decide whether any of the unit prices are excessively above or below a reasonable cost analysis value determined by the Owners. In the event any unit prices are determined to be unbalanced and contrary to the interest of the Village of Mount Prospect, the right is reserved to reject such bid at the discretion of the Village of Mount Prospect. 10. DISCREPANCIES In all cases of discrepancies between the drawings and specifications, respective Village/City shall be notified in the manner as identified in the General Terms and Conditions. The specifications shall govern over the drawings. If work proceeds without obtaining proper interpretations of the conflicting drawings and specifications from the owner or their designee, the installed work that is not in accordance with the design and best practices must be replaced at no additional cost. 11. OMISSIONS/HIDDEN CONDITIONS The drawings and specifications are intended to include all work and materials necessary for completion of the work. Any incidental item of material, labor, or detail required for the proper execution and completion of the work and omitted from either the drawings or specifications or both, but obviously required by governing codes, federal or state laws, local regulations, trade practices, operational functions, and good workmanship, shall be provided as a part of the contract work at no additional cost to the owner, even though not specifically detailed or mentioned. 12. FIELD MODIFICATIONS A field modification is written by the owner or his designee to the contractor for purposes of clarification of the specifications or plans. A field modification is limited to items that do not change the scope of the project. Field modifications do not affect either the project cost or completion date. Field modifications become part of the Contract Documents and become binding upon the contractor if he fails to object within three (3) working days after receiving the modification. A field modification may be used as the basis of a project cost change or contract extension if all parties agree on the field modification form to a potential future claim of either party, or that the field modification will be compiled with, but under protest. Any bid which is materially unbalanced as to prices for the Base Bid and/or Optional Bid Items may be rejected. An unbalanced bid is one which is based on the prices significantly less than the cost for some work and/or prices which are significantly overstated for other work. The Municipalities will review all unit prices submitted by the apparently lowest responsible bidder and will decide whether any of the unit ,prices are excessively above or below a reasonable cost analysis value determined by the Owners. In the event any unit prices are determined to be unbalanced and contrary to the interest of the Municipalities, the right is reserved to reject such bid at the discretion of the Municipalities. 13. RESERVATION OF RIGHTS Each Municipality reserves the right to accept the Bidder's Proposal that is, in their judgment, the best and most favorable to the interests of the Municipality and the public; to reject the low Price Proposal; to accept any item to any Bidder's Proposal; to reject any and all Bidder's Proposals; to accept and incorporate corrections, clarifications or modifications following the opening of the Bidder's Proposals when to do so would not, in the Municipalities opinion, prejudice the bidding process or create any improper advantage to any Bidder; and to waive irregularities and informalities in the bidding process or in any Bidder's Proposal submitted; provided, however, that the waiver of any prior defect or informality shall not be considered a waiver of any future or similar defects or informalities, and Bidders should not rely upon, or anticipate, such waivers in submitting the Bidder's Proposals. The enforcement of this Reservation of Rights by one or more of the Municipalities shall not be considered an alteration of the bids. The individual municipalities reserve the right to utilize their own specific Contracts for execution of awarded proposal/bid. The contracts are available for review by contacting the respective Project Manager listed in Appendix A. 13. DOCUMENT OBTAINED FROM OTHER SOURCES The Village of Mount Prospect is the only official source for bid packages and supporting materials. The Village of Mount Prospect cannot ensure that bidders who obtain bid packages from sources other than The Village of Mount Prospect will receive Addenda and other Notices. All bidders are advised that bids that do not conform to the requirements of this bid package, including compliance with and attachment of all Addenda and other Notices, may, at The Village of Mount Prospect's discretion, be rejected as non-responsive and/or the bidder disqualified. In such cases, The Village of Mount Prospect will NOT rebid the project absent extraordinary circumstances. 14. SECURITY GUARANTEE Each bidder shall submit a Bid Bond, Certified or Cashier's Check in the amount of 5% to serve as a guarantee that the bidders shall enter into a contract with the Municipalities to perform the work identified herein, at the price bid. As soon as the bid prices have been compared, The Village of Mount Prospect will return the bonds of all except the three lowest responsible bidders. When the Agreement is executed the bonds of the two remaining unsuccessful bidders will be returned. The bid bond of the successful bidder will be retained until the payment bond and performance bond have been executed and approved, after which it will be returned. Any bid not complying with the Security requirement will be rejected as non- responsive. 15. CONTRACT BONDS The successful Contractor shall furnish within ten (10) calendar days after being notified of the acceptance of bid: 15.1 A performance bond satisfactory to each municipality, executed by a surety company authorized to do business in the State of Illinois, in an amount equal to 100 percent (100°/x) of the contract price as security for the faithful performance of the municipality's contract; and 15.2 A payment bond satisfactory to each municipality, executed by a surety company authorized to do business in the State of Illinois, for the protection of all persons supplying labor and materials to the Contractor of Subcontractors for the performance of work provided for in the contract, in an amount equal to 100 percent (100%) of the contract price. 15.3 Documents required by this section must be received and approved by the Owner before a written contract will be issued. All bonds must be from companies having a rating of at least A -minus and of a class size of at least X as determined by A.M. Best Ratings. 16.ADDITIONAL INFORMATION Should the bidder require additional information about this bid, submit questions via email to: Cbotterman[,7amountprospect.org. All such e-mails must contain "201$ Annual Sewer Lining" in the subject line of the e-mail. Questions are required no later than March 14, 2018. ANY and ALL changes to these specifications are valid only if they are included by written Addendum from the Village of Mount Prospect to All Bidders. No interpretation of the meaning of the plans, specifications or other contract documents will be made orally. Failure of any bidder to receive any such addendum or interpretation shall not relieve the bidder from obligation under this bid as submitted. All addenda so issued shall become part of the bid documents. Failure to request an interpretation constitutes a waiver to later claim that ambiguities or misunderstandings caused a bidder to improperly submit a bid. The Village of Mount Prospect recognizes that in some cases the information conveyed in this RFB may provide an insufficient basis for performing a complete analysis of the RFB requirements. Prospective bidders are, therefore, requested to make the best possible use of the information provided, without the expectation that the Village of Mount Prospect will be able to answer every request for further information or that the schedule for receipt and evaluation of proposals will be modified to accommodate such request. 17. CONTACT WITH ViLLAGE/CITY PERSONNEL All bidders are prohibited from making any contact with the municipalities' Presidents, Trustees, or any other official or employee of the municipalities (collectively, "Municipal Personnel") with regard to the Project, other than in the manner and to the person(s) designated herein. The Purchasing Department or Approved Equal reserves the right to disqualify any bidder found to have contacted Municipal Personnel in any manner with regard to the Project. Additionally, if the Purchasing Department or Approved Equal determines that the contact with Municipal Personnel was in violation of any provision of 720 ILCS 5/33E, the matter will be turned over to the Cook County State's Attorney for review and prosecution. 18. DISCLOSURE OF POTENTIAL OR ACTUAL CONFLICT OF INTEREST Each Municipality's Code of Ethics prohibits public officials or employees from performing or participating in an official act or action with regard to a transaction in which he has or knows he will thereafter acquire an interest for profit, without full public disclosure of such interest. This disclosure requirement extends to the spouse, children and grandchildren, and their spouses, parents and the parents of a spouse, and brothers and sisters and their spouses. To ensure full and fair consideration of all bids, the Municipalities require all Bidders including owners or employees to investigate whether a potential or actual conflict of interest exists between the Bidder and any Municipality, their officials, and/or employees. If the Bidder discovers a potential or actual conflict of interest, the Bidder must disclose the conflict of interest in its bid, identifying the name of the municipal official or employee with whom the conflict may exist, the nature of the conflict of interest, and any other relevant information. The existence of a potential or actual conflict of interest does NOT, on its own, disqualify the disclosing Bidder from consideration. Information provided by Bidders in this regard will allow The Village of Mount Prospect to take appropriate measures to ensure the fairness of the bidding process. The Village of Mount Prospect requires all bidders to submit a certification, enclosed with this bid packet, that the bidder has conducted the appropriate investigation and disclosed all potential or actual conflicts of interest. By submitting a bid, all Bidders acknowledge and accept that if a Municipality discovers an undisclosed potential or actual conflict of interest, that Municipality may disqualify the Bidder and/or refer the matter to the appropriate authorities for investigation and prosecution. 19. SILENCE OF SPECIFICATIONS The apparent silence of specifications as to any detail or apparent omission from a detailed description concerning any portion shall be interpreted as meaning that only the best commercial material or practice shall prevail and that only items of the best material or workmanship to be used. 20. NEW PARTS AND MATERIALS: TITLE Equipment and materials must be of current date (latest model or supply) and meet specifications. This provision excludes the use of surplus, re -manufactured or used products, whether in part or in whole, except where specifications explicitly provide therefore. Further, the bidder warrants that it has lien free title to all equipment, supplies, or materials purchased under the terms of this contract. 21. PREVAILING WAGE All contracts, for work herein are subject to the provisions of the Prevailing Wage Act, 820 ILCS 13010.01 et. seq.); providing for the payment of the prevailing rate of wage to all laborers, workmen and mechanics engaged on the work. This shall include payment of the general prevailing rate for legal holiday and overtime work. Any revisions to the enclosed prevailing wage information prior to the date of the contract shall be in force for the duration of the contact. 22. CERTIFIED PAYROLL REQUIREMENTS (820 ILCS 13015) Contractors and subcontractors on public works projects must submit certified payroll records on a monthly basis to the public body in charge of the project, along with a statement affirming that such records are true and accurate, that the wages paid to each worker are not less than the required prevailing rate and that the contractor is aware that filing records he or she knows to be false is a Class B misdemeanor. The certified payroll records must include for each worker employed on the public works project the name, address, telephone number, social security number, job classification, hourly wages paid in each pay period, number of hours worked each day, and starting and ending time of work each day. These certified payroll records are considered public records and public bodies must make these records available to the public under the Freedom of Information Act, with the exception of the employee's address, telephone number and social security number. Any contractor who fails to submit a certified payroll or knowingly files a false certified payroll is guilty of a Class B misdemeanor. Increased penalties for Prevailing Wage Violations (Public Act 94-0488) Effective January 1, 2006, penalties for violations for the Prevailing Wage Act increased from 20% to 50% of the underpaid amounts for second or subsequent violations. An additional penalty of 5% of the underpayment penalty must be paid to workers each month the wages remain unpaid (put from the current 2% penalty). For violations that occur after January 1, 2006, the debarment period — during which contracts are ineligible for public works contracts — increased from 2 years to 4 years if two notices of violation are issued/serious violation occur within a 5 -year period. In addition, a new monetary penalty of $5,000 may be assessed against contractors who retaliate against employees who report violations or file complaints under the Prevailing Wage Act. 23. EMPLOYMENT OF ILLINOIS WORKERS ON PUBLIC WORKS ACT (30 ILLS 570/0.01 et.seq.) Pursuant to 30 ILCS 57010.01 et. seq., any month immediately following 2 consecutive calendar months during which the level of unemployment in the State of Illinois has exceeded 5% as measured by the United States Department of Labor, the Contractor shall employ at least 90% Illinois laborers on this project unless Illinois laborers are not available, or are incapable of performing the particular type of work involved, which the contractor much certify with the Purchasing Division or Approved Equal. 24. NON-DISCRIMINATION AND LEGAL EMPLOYMENT PRACTICES (775 ILCS 51) In the event of the Contractor's non-compliance with the provisions of the Equal Employment Opportunity Clause, the Illinois Human Rights Act or the Applicable Rules and Regulations of the Illinois Department of Human Rights ("Department"), the contractor may be declared ineligible for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations, and the contract may be cancelled or voided in whole or part, and such other sanctions or penalties may be imposed or remedies invoked as provided by statute or regulation. 25. SUBSTANCE ABUSE PREVENTION ON PUBLIC WORKS PROJECTS ACT Contractor shall comply with the provisions of 820 ILCS 26511, of seq., which include prior to commencement of work on a municipal project, having in place a written substance abuse program for the prevention of substance abuse among its employees which meets or exceeds the program requirements identified in this Act. The substance abuse policy shall be submitted in writing to the municipality and shall be made available to the general public. 26. TOXIC SUBSTANCES DISCLOSURES All bidders must comply with the requirements of the Toxic Substance Disclosure to Employees Act, 820 ILCS 255/1, et seq., for any materials, supplies, and covered by said Act. 27. DEFINITIONS 27.1 Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums stated in Option Bids or Unit Prices. 27.2 Unit Price is an amount stated in the bid as a price per unit of measurement for materials, equipment or services, including all overhead and profit for a portion of the Work as described in the Bidding Documents. The Owner may reject or negotiate any unit price which is considered excessive or unreasonable. In the event of a conflict or calculation error between the total base bid pricing, and/or extension pricing, the Unit Price shall prevail. 28. RESPONSIVE BID 28.1 A "Responsive Bid" is defined as a "bid which conforms in all material respects to the requirements set forth in the invitation for bids." Bidders are hereby notified that any failure to comply with the requirements of this bid may be cause for rejection of the bid. 28.2 Bidders shall promptly notify The Village of Mount Prospect of any ambiguity, inconsistency or error which they may discover upon examination of the bidding documents. Interpretations, corrections and changes will be made by addendum. Each bidder shall ascertain prior to submitting a bid that all addenda have been received and acknowledged in the bid. 29. MODIFICATIONS BIDDERS shall be allowed to modify/withdraw their bids prior to opening. Once BIDS have been received and opened they cannot be changed or withdrawn unless requested in writing and approved by the Village of Mount Prospect. 30. INSURANCE The Contractor shall not commence work under this contract until the Contractor has obtained all insurance required herein and such insurance has been approved by the Owners. The Contractor shall maintain for the duration of the contract, including warranty period, insurance purchased from a company or companies lawfully authorized to do business in the state of Illinois and having a rating of at least A -minus and a class size of at least X as rated by A.M. Best Ratings. Such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: 30.1 Workers' Compensation Insurance covering all liability of the Contractor arising under the Workers' Compensation Act and Occupational Diseases Act, limits of liability not less than statutory requirements. 30.2 Employers Liability covering all liability of contractor as employer, with limits not less than: $1,000,000 per injury — per occurrence; $500,000 per disease per employee; and $1,000,000 per disease — policy limit. 30.3 Comprehensive General Liability in a broad form on an occurrence basis, to include but not be limited to, coverage for the following where exposure exists- Premises/Operations, Contractual Liability, Products/Completed Operations for 2 years following final payment, Independent Contractor's coverage to respond to claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees as well as claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the contractor, or (2) by another person and claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use there from; Broad Form Property Damage Endorsement; Railroad exclusions shall be deleted if any part of the project is within 50 feet of any railroad track General Aggregate Limit $ 2,000,000 Each Occurrence Limit $ 1,000,000 30.4 Automobile Liability Insurance shall be maintained to respond to claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle. This policy shall be written to cover any auto whether owned, leased, hired, or borrowed. Each Occurrence Limit $ 1,000,000 30.5 Umbrella Liability Coverage Limits Each Occurrence $4,000,000 Aggregate $4,000,000 30.6 Contractor agrees that with respect to the above required insurance: 30.6.1 The CGL policy shall be endorsed for the general aggregate to apply on a "per Project" basis; 30.6.2 To provide separate endorsements: to name each Municipality as additional insured as their interest may appear, and; to provide thirty (30) days' notice, in writing, of cancellation or material change. 30.6.3 The Contractor's insurance shall be primary in the event of a claim. 30.6.4 Each Municipality shall be provided with Certificates of Insurance and endorsements evidencing the above required insurance, prior to commencement of this Contract and thereafter with certificates evidencing renewals or replacements of said policies of insurance at least thirty (30) days prior to the expiration of cancellation of any such policies. 30.6.5 A Certificate of Insurance that states that each Municipality has been endorsed as an "additional insured" by the Contractor's insurance carrier. Specifically, this Certificate must include the following language; "The (municipality's name inserted), and their respective elected and appointed officials, employees, agents, consultants, attorneys and representatives, are, and have been endorsed, as an additional insured under the above reference policy number on a primary and non-contributory basis for general liability and automobile liability coverage for the duration of the contract term." 30.7 Failure to Comply: In the event the Contractor fails to obtain or maintain any insurance coverage's required under this agreement, The Municipalities may purchase such insurance coverage's and charge the expense thereof to the Contractor. 31. HOLD HARMLESS The Contractor agrees to indemnify, save harmless and defend the Villages of Arlington Heights, Mount Prospect, City of Rolling Meadows and Lincolnshire, and their respective elected and appointed officials, employees, agents, consultants, attorneys and representatives and each of them against and hold it and them harmless from any and all lawsuits, claims, injuries, demands, liabilities, losses, and expenses; including court costs and attorney's fees for or on account of any injury to any person, or any death at any time resulting from such injury, or any damage to property, which may arise or which may be alleged to have arisen out of, or in connection with the work covered by this project. The foregoing indemnity shall apply except if such injury is caused directly by the willful and wanton conduct of the Villages of Arlington Heights, Mount Prospect, City of Rolling Meadows and Lincolnshire, and, its agents, servants, or employees or any other person indemnified hereafter. The obligations of the Contractor under this provision shall not be limited by the limits of any applicable insurance required of the Contractor. 32. CHANGE IN STATUS The Contractor shall notify The Village of Mount Prospect and each Municipality immediately of any change in its status resulting from any of the following; (a) vendor is acquired by another party, (b) vendor becomes insolvent, (c) vendor, voluntary or by operation law, becomes subject to the provisions of any chapter of the Bankruptcy Act; (d) vendor ceases to conduct its operations in normal course of business. The Village of Mount Prospect and each Municipality shall have the option to terminate its contract with the vendor immediately on written notice based on any such change in status. 33. SUBCONTRACTORS If any Bidder submitting a bid intends on subcontracting out all or any portion of the engagement, that fact, and the name of the proposed subcontracting firm(s) must be clearly disclosed in the bid on the form provided herein_ (use additional sheets if necessary) In the event the Contractor requires a change of the subcontractor (s) identified a written request from the Contractor and a written approval from The Village of Mount Prospect is required. Notwithstanding written consent to subcontract approved by the Municipalities, the Contractor shall perform with the Contractor's own organization, work amounting to not less than fifty (50%) percent of the total contract cost, and with materials purchased or produced by the Contractor. The subcontracting, if any, shall be done by the Contractor in accordance with applicable Article 108.01 of the Illinois Department of Transportation ("IDOT") Standard Specifications. Failure to identify subcontractors could result in disqualification. 34. CHANGE ORDERS The Owner believes that the project is fully defined in the Contract Documents and that Change orders will not be necessary. However, in the event that a Change Order is required, the Contractor shall review the scope of work to be performed under the contract to suggest alternatives that can be implemented to offset the cost increase of any necessary changes without sacrificing the quality and/or scope of the contract specifications. All Change Orders and alternative suggestions must be approved by Municipalities prior to execution. 34.1. Change Orders shall comply with 720 ILCS 5133E-9. 34.2 In case of an increase in the Contract Sum, there will be an allowance for overhead and profit. 34.3. The allowance for the combined overhead and profit, including premiums for all bonds and insurance, shall be based on the percentage as bid. This same percentage shall apply to both extras and credits and for work performed by the Contractor, a Subcontractor, or Sub -subcontractor. 34.4. Detailed written Requests for Change Orders must be submitted to the Owner's Representative on the form provided by the Owner. (Request furnished in any other format or lacking sufficient information will be rejected). In order to facilitate checking of quotations for extras or credits, all requests for change orders shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Where major cost items are Subcontracts, they shall also be itemized. Requests will be reviewed by the affected Municipality's Owner or Approved Equal. 34.5. Each written Request for a Change Order must be accompanied by written suggestions where costs can be reduced to offset the Change Order increase requested or a written certification stating that the Contractor has reviewed the work to be performed and cannot identify areas where costs can be reduced. 34.6. A written Change Order must be issued by the affected Municipality's Owner or Approved Equal prior to commencing any additional work covered by such order. Work performed without proper authorization shall be the Contractor's sole risk and expense. 35. INVOICES AND PAYMENTS The Contractor shall submit invoices to each Municipality detailing the services provided directly to the respective Municipality. All services shall be invoiced based on unit pricing and quantities used. The Municipalities shall only pay for quantities used or ordered. Quantities may be adjusted up or down based on the needs of the Municipality. Payment shall be made in accordance with the Local Government Prompt Payment Act. Invoices and signed certified payroll shall be delivered to: Village of Arlington Heights Village of Lincolnshire Attn: Jeff Musinski Attn: Wally Dittrch 222 N. Ridge Ave. One Olde Half Day Rd Arlington Heights, IL 60005 Lincolnshire, IL 66069 Village of Mount Prospect City of Rolling Meadows Attn: Casey Botterman Attn: Dan Seveska 1700 W. Central Rd. .3900 Berdnick St. Mount Prospect, IL 66056 Rolling Meadows, IL 60008 36. PRECEDENCE Where there appears to be variances or conflicts among the contract documents in the terms, requirements or specifications of work, the following order of precedence shall prevail: The Village of Mount Prospect Project Specifications; The Village of Mount Prospect General Terms & Conditions, The Village of Mount Prospect Invitation for Bids, General Terms & Specifications and the Contractor's Bid Response. 37. JURISDICTION, VENAE, CHOICE OF LAW This contract shall be governed by and construed according to the laws of the State of Illinois. Jurisdiction and venue shall be exclusively found in the Circuit Court of Cook County. 38. NON -ENFORCEMENT BY THE VILLAGE/CITY The Contractor shall not be excused from complying with any of the requirements of the Contract because of any failure on the part of the Municipalities, on any one or more occasions, to insist on the Contractor's performance or to seek the Contractor's compliance with any one or more of said terms or conditions. 39. INDEPENDENT CONTRACTOR The Contractor is an independent contractor and no employee or agent of the Contractor shall be deemed for any reason to be an employee or agent of the Municipalities. 40. TERMINATION Each Municipality reserves the right to terminate its respective portion of this contract, or any part thereof, upon thirty (30) days written notice. In case of such termination, the Contractor(s) shall be entitled to receive payment from the terminating Municipalities for work completed to date in accordance with the terms and conditions of this contract. In the event that this Contract is terminated due to Contractor's default, the Municipalities shall be entitled to purchase substitute items and/or services elsewhere and charge the Contractor with any or all losses incurred, including attorney's fees and expenses. 41. NON APPROPRIATIONS The Municipalities reserve the right to terminate their respective part of this contract or to reject bids, in the event that sufficient funds to complete the contract are not appropriated by either the Village/City Board of Trustees or Village/City Council of the affected Municipality. 42. PROTEST PROCEDURE Any bidder wishing to file a protest regarding the proposal process may do so by giving written notice to The Village of Mount Prospect Purchasing Division within seven calendar days of the closing time and date. This notice should include the title of the requirement, the bid number, the closing date and the nature of the protest. Any disputes concerning a question of fact under this procurement which is not disposed of by agreement shall be decided by the Municipality. The decision of the Municipality, or its duly authorized representative, for the determination of such appeals shall be final and conclusive unless determined by a court of competent jurisdiction to have been fraudulent, or capricious, or arbitrary, or so grossly erroneous as necessary to imply bad faith, or not supported by substantial evidence. In connection with any appeal proceeding under this clause, the Contractor shall be afforded an opportunity to be heard and offer evidence in support of his appeal. Pending final decision of a dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the decision of the Purchasing Manager. 43. AFFIDAVITS The following affidavits included in these contract documents must be executed and submitted with the bid: A) References B) Disqualification of Certain Bidders (Affirmation by signing Bid Form) C) Affidavit/Anti-collision D) Conflict of Interest Form Ej Tax Compliance F) Identification of Subcontractors 44.ALTERNATE AND MULTIPLE BIDS Unless otherwise indicated in these documents, the bidder may not submit alternate or multiple bids as part of this package. The submission of more than one bid within a single package may be cause for rejection of any or all of the bids of that bidder. 45. CONTRACTOR'S LICENSES: The bidder to which the contract is awarded (including subcontractors), prior to commencing any work, must have a valid Contractor's License or other required license on -file with the Municipality in which the work is performed. 46. AUDITIACCESS TO RECORDS A) The contractor shall maintain books, records, documents and other evidence directly pertinent to performance of the work under this agreement consistent with generally accepted accounting standards in accordance with the American Institute of Certified Public Accountants Professional Standards. The contractor shall also maintain the financial information and data used by the contractor in the preparation or support of any cost submissions required under this subsection, (Negotiation of Contract Amendments, Change Orders) and a copy of the cost summary submitted to the owner. The Auditor General, the owner, the Agency, or any of their duly authorized representatives shall have access to the books, records, documents, and other evidence for purposes of inspection, audit, and copying. The contractor will provide facilities for such access and inspection_ B) If this contract is a formally advertised, competitively awarded, fixed price contract, the contractor agrees to include access to records as specified in above. This requirement is applicable to all negotiated change orders and contract amendments in excess of $25,000, which affect the contract price. In the case of all other prime contracts, the contractor also agrees to include access to records as specified above in all his contracts and all tier subcontracts or change orders thereto directly related to project performance, which are in excess of $25,000. C) Audits conducted pursuant to this provision shall be consistent with generally accepted auditing standards in accordance with the American Institute of Public Accountants Professional Standards. D) The contractor agrees to the disclosure of all information and reports resulting from access to records pursuant to the subsection above. Where the audit concerns the contractor, the auditing agency will afford the contractor an opportunity for an audit exit conference and an opportunity to comment on the pertinent portions of the draft audit report. The final audit report will include the written comments, if any, of the audited parties. E) Records under the subsections above shall be maintained and made available during performance of the work under this agreement and until three years from the date of final audit for the project. In addition, those records which relate to any dispute or litigation or the settlement of claims arising out of such performance, costs or items to which an audit exception has been taken, shall be maintained and made available for three years after the date of resolution of such dispute, appeal, litigation, claim or exception. F) The right of access conferred by this clause will generally be exercised (with respect to financial records) under: i. negotiated prime contractors; ii. negotiated change orders or contract amendments in excess of $25,000 affecting the price of any formally advertised, competitively awarded, fixed price contract; and iii, subcontracts or purchase orders under any contract other than a formally advertised, competitively awarded, fixed price contract. G) This right of access will generally not be exercised with respect to a prime contract, subcontract, or purchase order awarded after effective price competition. In any event, the right of access shall be exercised under any type of contract or subcontract: i. with respect to records pertaining directly to contract performance, excluding any financial records of the contractor; and ii. if there is any indication that fraud, gross abuse, or corrupt practices may be involved. 47, WITH DRAWL OF BID Upon written request, bids may be withdrawn at any time prior to the advertised bid opening. Bidders withdrawing their laid prior to the date and time set for the bid opening may still submit another bid if done so in accordance with these instructions. After the bid opening time, no bid shall be withdrawn or canceled for a period of ninety (gg) calendar days thereafter. The successful Bidder shall not withdraw or cancel its bid after having been notified that the respective Municipalities Board of Trustees has accepted said bid, otherwise, Municipality shall claim contractors' bid bond and keep all the proceeds as compensation for any resulting delay and the work required to select another qualified contractor. 48. COMPETENCY OF BIDDER If requested in writing by a municipality, the Bidder must present within three (3) working days, satisfactory evidence of its ability and possession of the necessary facilities, experience, financial resources and adequate insurance to comply with the terms of the Contract Documents. Additionally, bidders shall provide, at a minimum, five (5) references that indicate the bidder's ability to successfully perform similar work on the form identified herein. LABOR STATUTES, RECORDS AND RATES CONSTRUCTION CONTRACTS for MUNICIPALITIES - STATE OF ILLINOIS February 27, 2018 All Contractors shall familiarize themselves with all provisions of all Acts referred to herein and in addition shall make an investigation of labor conditions and all negotiated labor agreements which may exist or are contemplated at this time. Nothing in the Acts referred to herein shall be construed to prohibit the payment of more than the prevailing wage scale. In the employment and use of labor, the Contractor and any subcontractor of the Contractor shall conform to all Illinois Constitutional and statutory requirements including, but not limited to, the following: 1.0 Equal Employment Opportunity: 1.1 Illinois Constitution, Article I, Section 17, which provides: "All persons shall have the right to be free from discrimination on the basis of race, color, creed, national ancestry and sex in the hiring and promotion practices of any employer or in the sale or rental of property." 1.2 Illinois Constitution, Article I, Section 18, which provides: "The equal protection of the laws shall not be denied or abridged on account of sex by the state of its units of local government and school districts." 1.3 The Public Works Employment Discrimination Act, 775 1LCS 1011, provides in substance that no person may be refused or denied employment by reason of unlawful discrimination, nor may any person be subjected to unlawful discrimination in any manner in connection with contracting for or performance of any work or service of "any kind by, for, on behalf of, or for the benefit of the State, or of any department, bureau, commission, board or other political subdivision or agency thereof." 1.4 Contractor shall comply with the Illinois Human Rights Act, 775 ILCS 511- 101 et seq., as amended and any rules and regulations promulgated in accordance therewith, including, but not limited to the Equal Employment Opportunity Clause, Illinois Administrative Code, Title 44, Part 750 (Appendix B), which is incorporated herein by reference. Furthermore, the Contractor shall comply with the Public Works Employment Discrimination Act, 775 ILCS 1010.01 et seq., as amended. 2.0 The Veterans Preference Act, 330 ILCS 5511, provides: "In the employment and appointment to fill positions in the construction, addition to, or alteration of all public works undertaken or contracted for by the State, or any of its political subdivisions thereof, preference shall be given to persons who have been members of the Armed Forces of the United States ... in times of hostilities with a foreign country..." 3.0 The Servicemen's Employment Tenure Act, as amended, 330 ILCS 60/2, "safeguarding the employment and the rights and privileges inhering in the employment contract, of servicemen." 4.0 The Prevailing Wage Act, 820 ILCS 13010.01 et seq., provides: "It is the policy of the State of Illinois that a wage of no less than the general prevailing hourly rate as paid for work of a similar character in the locality in which the work is performed, shall be paid to all laborers, workers and mechanics employed by or on behalf of any and all public bodies engaged in public works." The current Schedule of Prevailing Wages for Cook County and/or Lake County must be prominently posted at the project site by the Contractor. 4.1 The Prevailing Wage Act, 820 ILCS 13014, provides: "All bid specifications shall list the specified rates to all laborers, workers and mechanics in the locality for each craft or type of worker or mechanic needed to execute the contract. If the Department of Labor revises the prevailing rate of hourly wages to be paid by the public body, the revised rate shall apply to such contract, and the public body shall be responsible to notify the Contractor and each subcontractor of the revised rate." 4.1.1 The municipality shall notify the Contractor of any revised rates as determined by the Department of Labor and as received by the municipality. It shall be the responsibility and liability of the Contractor to promptly notify each and every subcontractor of said revised rates. 4.1.2 Unless otherwise specified in the Contract Documents, the Contractor shall assume all risks and responsibility for any changes to the prevailing hourly wage which may occur during the Contract Time. A revision to the prevailing rate of hourly wages shall not be cause for any adjustment in the Contract Sum. 4.2 The Prevailing Wage Act, 820 ILCS 13015 provides that the Contractor and each Sub Contractor shall, "submit monthly, in person, by mail or electronically a certified payroll to the public body in charge of the project." 4.2.1 The Contractor shall submit to the municipality by the tenth day, monthly, a certified payroll list including all workers, laborers and mechanics employed by the Contractor and each of the Sub Contractors. 4.2.2 The certified payroll records shall include each worker's name, address, telephone number, social security number, classification, number of hours worked each day, the hourly wage and starting and ending times each day. 4.2.3 included with the payroll records, the Contractor and each Sub Contractor shall attest, in writing, to the veracity and accuracy of the records and that the hourly rate paid is not less than the general prevailing wages required. 5.0 The Child Labor Law, as amended, 820 ILLS 20511, which provides: "No minor under 16 years of age. ..at any time shall be employed, permitted or suffered to work in any gainful occupation... in any type of construction work within this state." The Contractor will include verbatim or by reference the provisions contained herein in every subcontract it awards under which any portion of the contract obligations are undertaken or assumed, so that such provisions will be binding upon such subcontractor. The Contractor will be liable for compliance with these provisions by such subccntractors. The Contractor and each subcontractor shall keep or cause to be kept an accurate record of names, occupations and actual wages paid to each laborer, workman and mechanic employed by him in connection with the contract. This record shall be open at all reasonable hours for inspection by any representative of the municipality or the Illinois Department of Labor and must be preserved for four (4) years following completion of the contract. The current Prevailing Wages Rates for Cook County can be found at: htt s:l/www.illinois. ovlidol/Laws-Rules/CONMED/Rates/2015/iuE /COOK9999.htm Questions about this Request for Bids should be directed to: Casey Botterman Water and Sewer Superintendent Mount Prospect Public Works Department 1700 West Central Road Mount Prospect, IL 60056 Phone: 847-870-5640 Email: Cbotterman@mountprospect.org 2418 MUNICIPAL PARTNERING INITIATIVE SEWER LINING SUMMARY OF WORK General Wherever the word "Owner' appears in this document, it shall be interpreted to mean each municipality representative. Wherever the word "Contractor" appears in this document, it shall be interpreted to mean the firm, partnership, joint venture, or corporation contracting with each municipality for performance of prescribed work. Scope of Proiect This project includes quantities for 48,897 linear feet of sanitary and storm sewer lining in various sizes of cured -in-place pipe lining (CiPP), rehabilitation and restoration of structural integrity of the existing sanitary pipes by the Inversion and Curing of a Resin - Impregnated Tube process and all related and ancillary work. The work contained on this project is located within easements or right-of-ways of the Village of Arlington Heights, City of Rolling Meadows, Village of Mount Prospect, and the Village of Lincolnshire. Each municipality has the right to delete from or add to the contract quantities at the contract unit costs for construction. While the Village of Mount Prospect shall serve as the central point of contact to facilitate the bidding process described in this Contract, each municipality further reserves the right to reject any and all bids or parts thereof, to waive any irregularities or informalities in bidding procedures and to award the contract in a manner best serving the interest of the municipality. Work included is shown on drawings prepared by The Village of Mount Prospect which has been supplied by each municipality. The lining work shown on the drawings is not conclusive and is subject to change. The drawings can be found in "Appendix B". Maintenance Bond The Contractor is required to furnish a maintenance bond approved by the municipality in the amount equal to ten percent (10%) of the contract price. This bond shall provide a guarantee against defective materials and workmanship on all materials, items and work furnished under this contract, including contract changes and additions for a period of three year from date of written final acceptance and final payment. If within the guarantee one (3) year period, any defects or signs of deterioration are noted which, in the opinion of the municipality, are due to the faulty installation, workmanship, or materials, the municipality shall notify the Contractor. At the Contractor's expense, the Contractor agrees to make any and all repairs, adjustments or replacements to correct the condition/s to the complete satisfaction of the municipality work has been completed in. Contract Completion Date and Interim Completion Dates The Contractor shall execute the contract within ten working days after contract award by each individual municipality. The Contractor shall start the work to be performed under the contract not later than ten calendar days after the execution of the contract by the municipality. The Contractor shall complete all work under this Contract on or before, but no later than, 180 calendar days after the date of execution of the Contract by each municipality. Design for Minimum CIPP Liner Thickness Product, Manufacturer/ Installer Qualification Requirements: Since sewer products are intended to have a 50 -year design life, and in order to minimize the Municipality's risk, only proven products with substantial successful long-term track records will be approved. All trenchless rehabilitation products and installers must be pre - approved prior to the formal opening of proposals. Products and Installers seeking approval must meet all of the following criteria to be deemed commercially acceptable: A. For a Product to be considered Commercially Proven, a minimum of 1,000,000 linear feet or 4,000 manhole -to -manhole line sections of successful wastewater collection system installations in the U.S. must be documented to the satisfaction of the "Owner" to assure commercial viability. B. For a Contractor to be considered as Commercially Proven, the Contractor must satisfy all insurance, financial, and bonding requirements of the bid documents, and must have had at least 5 (five) years active experience in the commercial installation.. In addition, the Contractor must have successfully installed at least 200,000 feet of the product bid in wastewater collection systems. Acceptable documentation of these minimum installations must be submitted to Brett Robinson/Village of Buffalo Grove. C. Sewer rehabilitation products submitted for approval must provide third party test results supporting the structural performance (short-term and long-term) of the product and such data shall be satisfactory to the Owner. Test samples shall be prepared so as to simulate installation methods and trauma of the product. No product will be approved without independent third party testing verification. D. Both the rehabilitation manufacturing and installation processes shall operate under a quality management system which is third -party certified to ISD 9000 or other recognized organization standards. Proof of certification shall be required for approval. E. Using steam to cure liners larger than 18 -inch diameter will require prior approval by the Village/City. References must be provided to demonstrate the contractor's ability to successfully install the liners using this method. Documentation for products and installers seeking pre -approved status must be submitted no less than two weeks prior to proposal due date to allow time for adequate consideration. The Village of Mount Prospect will advise of acceptance or rejection a minimum of three days prior to the due date. All required submittals must be satisfactory to the Municipality's. Materials A. Tube - The sewn Tube shall consist of one or more layers of absorbent non -woven felt fabric and meet the requirements of ASTM F1216, Section 5.1. The tube shall be constructed to withstand installation pressures, have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections. Additional requirements for the Tube include: 1. The wet out Tube shall have a relatively uniform thickness that when compressed at installation pressures will equal or exceed the calculated minimum design thickness. 2. The Tube shall be manufactured to a size that when installed will tightly fit the internal circumference and length of the original pipe. Allowance should be made for circumferential stretching during inversion. Overlapped layers of felt in longitudinal seams that cause lumps in the final product shall not be utilized. 3. The outside layer of the Tube shall be coated with an impermeable, flexible membrane that will contain the resin and all the resin impregnation (wet out) procedure to be monitored. 4. The Tube shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers. No material shall be included in the Tube that may cause delamination in the cured CIDP. No dry or unsaturated layers shall be evident. 5. The wall color of the interior pipe surface of CIPP after installation shall be a relatively light reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made. 6. Seams in the Tube shall be stronger than the non -seamed felt material. 7. The Tube shall be marked for distance at regular intervals along its entire length, not to exceed 5 ft. Such markings shall include the Manufacturer's name or identifying symbol. The tubes must be manufactured in the LISA. B. Resin - The resin system shall be a corrosion resistant polyester, vinyl ester, or epoxy system including all required catalysts, initiators or hardeners that when cured within the tube create a composite that satisfies the requirements of ASTM F1216, the physical properties herein, and those which are to be utilized in the design of the CIPP for this project. The resin shall produce a CIPP that will comply with the structural and chemical resistance requirements of this specification. Structural Requirements A. The CIPP shall be designed as per ASTM F1216. The CIPP design shall assume no bonding to the original pipe wall. The liner should be designed using 5% ovality and groundwater level at the surface. B. The Contractor must have performed long-term testing for flexural creep of the CIPP pipe material installed by his Company. Such testing results are to be used to determine the long-term, time dependent flexural modulus to be utilized in the product design. This is a performance test of the materials (Tube and Resin) and general workmanship of the installation and curing. A percentage of the instantaneous flexural modulus value (as measured by ASTM ❑790 testing) will be used in design calculations for external buckling. The percentage, or the long-term creep retention value utilized, will be verified by this testing. Retention values exceeding 50% of the short-term test results shall not be applied unless substantiated by qualified third party test data to the Owner's satisfaction. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus used in the CIPP design. C. The Enhancement Factor `K' to be used in 'Partially deteriorated' Design conditions shall be assigned a value of 7. Application of Enhancement (K) Factors in excess of 7 shall be substantiated through independent test data to the satisfaction of the Owner. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or the probe or knife blade moves freely between the layers. If the layers separate during field sample testing, new samples will be required to be obtained from the installed pipe. Any reoccurrence may cause rejection of the work. The following are the minimum nominal required CiPP (resin liner) thicknesses: A. Existing sanitary and storm sewer pipe diameter six (6), eight (8), nine (9), ten (10) and (12) inch pipe- minimum nominal liner thickness six (6.0) millimeter. B. Existing sanitary and storm sewer pipe diameter fifteen (15) inch to eighteen (18) inch pipe- minimum nominal liner thickness seven and one half (7.5) millimeter. C. Existing sanitary sewer pipe diameter twenty four (24) inch - minimum nominal liner thickness ten and one half (10.5) millimeter. The Contractor shall calculate and verify the above referenced liner thickness requirements based on the fully deteriorated host pipe condition with a safety factor of two (2) as indicated in ASTM F 1216 design considerations. The existing pipe shall not be considered as providing any structural support to the liner pipe. In the liner thickness calculations, the enhancement factor (K) shall not be greaterthan 7.0, the minimum safety factor shall be 2.0, and the flexural modulus of elasticity shall be reduced 50% to account for long term effects and used in the design equation Et. Actual values of pipe ovality and depth shall be used whenever possible. If ovality cannot be obtained, the minimum ovality of the host pipe shall be 5 percent. No liner will be approved for installation until liner thickness calculations have been submitted and reviewed for conformance with the specifications and installation requirements. Only if the calculated liner thickness exceeds the above referenced requirements the Contractor shall notify the municipality Owner and a determination shall be made as to which liner thickness shall control. Testing Requirements A. Chemical Resistance - The CIPP shall meet the chemical resistance requirements of ASTM F1216. CIPP samples for testing shall be of tube and resin system similar to that proposed for actual construction. It is required that CIPP samples with and without plastic coating meet these chemical -testing requirements. B. Hydraulic Capacity - Overall, the hydraulic cross-section shall be maintained as large as possible. The CIPP shall have a minimum of the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using a commonly accepted roughness coefficient for the existing pipe material taking into consideration its age and condition. C. CIPP Field Samples - When requested by the respective Owner, the Contractor shall submit test results from field installations in the USA of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the CIPP physical properties specified herein have been achieved in previous field applications. Samples for this project shall be made and tested as Follows: CIPP samples shall be prepared for each installation designated by the Owner or approximately 20% of the project's installations. Pipe physical properties will be tested in accordance with ASTM, using either sampling method proposed. The flexural properties must meet or exceed the values listed in Table 1 of ASTM F1216 or the values submitted to the Owner by the Contractor for this project's CIPP wall design, whichever is greater. End Seals End Seals will be LMK's Insignia TM Hydrophilic End Seal Sleeve. Installation will be in accordance with manufacturer methods. Required Submittals Submit to the respective Owner, for approval, product data and catalogue cuts for all materials used in the installation of the CIPP, prior to ordering of material. Submittals shall contain: 1. Date of submittal and dates of previous submittals. 2. Project title and number. 3. Contract identification. 4. Names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of product, with identification numbers, and drawing and specification section numbers. 6. Field dimensions, clearly identified. 7. Identify details required on drawings and in specifications. 8. Show manufacturer and model number, give dimensions, and provide clearances. 9. Relation to adjacent or critical features of work or materials. 10.App Iicable standards, such as ASTM or Federal Specification numbers. 11. Identification of deviations from Contract Documents. 12. Identification of revisions on resubmittals. 13. Eight -inch by 3 -inch blank space for Contractor and Owner stamps. 14. Contractor's stamp, signed, certifying to review of submittal, verification or products, field measurement, field construction criteria, and coordination of information within submittal with requirements of work and Contract Documents. All of the above noted submittal process is incidental to work performed Sequence of Operations The contractor shall coordinate his work in a manner that will cause as little inconvenience to traffic as possible. The Contractor shall work closely with municipality Officials, Fire, Police Departments and other Contractors in coordinating interruption to normal traffic and parking facilities, access to homes and businesses, and inconvenience to the public. The proposed work sequence for the Contractor follows 1. The proposed sewer main pipe locations and conditions have been determined from the available records. It is the Contractor's responsibility to review the available records, obtain additional new video records for evaluation of existing sewer system condition, field verify locations, elevations and diameters of all to be lined sewer pipes prior to ordering the appropriate materials. 2. Clean existing manholes and sewer lines to condition necessary for proper installation of lining material, including root cutting, removal of debris and other protruding obstructions. 3. Rehabilitate existing sewer systems. 4. Reinstate and reconnect active sewer service connections If the Contractor proposes a different work schedule than outlined above, the Owner's written approval of the modified schedule must be obtained in advance. Material Storage and Removal The Contractor shall not deliver and store any material on the project site more than one week in advance before commencing with this work. Paved portions of the street may be used for material storage and the exact material storage location shall be approved by the Owner. Any remnants of construction materials, debris and litter generated by the Contractor shall be collected and removed off the jobsite periodically (every week) or the same day if requested by the Owner. Any required pavement repair and parkway restoration (sodding), due to the damage caused by on-site material storage, shall be borne by the Contractor and be considered incidental to the contract. Quality Assurance Codes and Standards references: 1. Illinois Department of Transportation a. Standard Specifications for Road and Bridge Construction (Current Edition) (IDOTSPECS). b. Illinois Department of Transportation. Bureau of Design. Highway Standards (ILHWSTDS). c. Illinois Department of Transportation. Bureau of Local Roads. d. BLR Standard 17-3 - Standard Design Typical Application of Traffic Control Devices for Day Labor Construction on Rural Local Highways. e. BLR Standard 21-6 - Standard Design Typical Application of Traffic Control Devices for Contract Construction on Rural Local Highways. 2. Standard Specifications for Water & Sewer Main Construction in Illinois, latest edition (SS W&S). 3. Metropolitan Water Reclamation District of Greater Chicago (MWRD) requirements if applicable to Municipality. 5. ASTM Standard F 1216 "Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube" latest edition. 6. Local municipal improvement codes. Work Quality Inspection As part of post lining testing, the Contractor may be requested by the respective Owner to open manholes for field inspection and/or "punch list" generation at no additional cost to the municipality when project is complete. ExistingSewer System condition evaluation -Prior to finina work The existing sewer main pipe condition and sewer service pipe locations have been determined from the available records. Each municipality will provide manhole to manhole lengths, pipe sizes and location maps. However, it is the Contractor's responsibility to re- inspect the condition and verify the size of the existing sewer system. The interior of the sewer pipe and service connections shall be carefully inspected to determine the location of any conditions that may prevent proper installation of the impregnated tube, such as defective (protruding) service connections collapsed or crushed pipe and reductions in ovality of more than ten (10%) percent. These conditions shall be recorded and brought to the attention of each municipality so that they may be corrected prior to lining. The Owner reserves the right to review pre -lining recordings prior to lining. All video and written documentation is to be provided in PACP format. All pre -lining inspections must be submitted to the Village/City for review and approval prior to liner installation. All video and written documentation is to be submitted on three (3) identically prepared LaCie brand Rugged portable USB 2.013.0 hard drives with a minimum capacity of 2.0 Tb each. The costs of the hard drives are incidental to the contract. There are specific naming and file conventions that may be used from Municipality to Municipality. The details of the specific conventions will be discussed at the pre - construction meeting. The Contractor shall use experienced personnel trained in the use of closed circuit television in existing sewer systems, which shall furnish the necessary labor, tools, equipment, and appurtenances to perform the sewer televising services as specified. The television inspection equipment and procedures used shall comply, but are not limited, with the following: 1. Televising inspections shall conform to NASSCO standards 2. The sewer inspections shall be recorded digitally directly on the portable USB hard drive referred to on page 21. A complete recording shall be made of each line televised. A voice recording shall be done on the hard drive. 3. Location of sewer lines inspected using manhole number (sanitary sewer) and street addresses (storm sewer) 4. Quadrant location of all leaks and cracks. 5. Size (diameter) of sewer line televised. 6. Location of building service connections 7. The footage and manhole numbers shall appear on the screen at all times. 8. Television Inspection logs shall be reported in the sequence as they appear on the hard drive. 9. The sewer televising camera shall have the capability of a rotating lens. While televising the sewer pipe, the Contractor will rotate the camera so as to look in the service and determine if the service is capped or active (in service). This shall also be reflected in the reports. (i.e. capped or live) 10. The Contractor will increase the skids on the camera to the proper size so that camera is in the center of the sewer pipe. 11. Deep sags are to be dewatered so that proper television inspection can be performed. 12.Any point repairs necessary prior to lining shall either be handled by the municipality directly or shall be considered a change order. Any deviation from the location and/or quantity indicated in bid documents shall be noted and brought to the attention of the Owner, so that the bid quantities may be adjusted prior to commencing with any sewer repair/lining work. Sewer Pipe Cleaning The existing sewer pipes shall be cleaned with hydraulically powered equipment, high velocity jet cleaners or mechanically powered equipment. All internal debris, tree roots and other obstructions shall be removed from the existing (to be lined) sewer pipe. The Contractor shall intercept all debris from the pipe cleaning process at a point within the work zone so that no debris is allowed to travel downstream through the sewer system. Debris captured and removed from the sewer system shall be transported and disposed of in a lawful manner. Cleaning, including capture, removal, disposal of debris shall be included in the base (sewer lining) unit price, and shall be performed by the Contractor at no additional cost to each municipality. Sewer Flow Bypassing Sewer flows will occur during the sewer pipe repair/lining work. It shall be the responsibility of the Contractor to plan and execute, where necessary, sewer bypass pumping operations sufficient to avoid causing sewer back-ups for each municipality residential and commercial customers and to avoid illegal discharge onto land or into waterways. Contractor shall ensure that all bypass hoses are in good, working condition, not damaged, i.e., leaking. The contractor shall also supply adequate hose length to reach the next downstream manhole prior to commencing such work. In the event that bypass hoses need to cross the roadway, the contractor will need to furnish traffic ramp and bump signage in both directions along with standard Traffic Control and Protection. The pump and bypass lines shall be of adequate capacity and size to handle the sewer flow. The Contractor shall be responsible for proper scheduling of all work, taking into consideration the possibility of rapid increases in flow resulting from rainfall and other natural events, and shall be fully prepared for all adverse conditions that may arise. Each municipality approval is required for any bypass pumping operation that goes beyond normal working hours. The contractor is responsible for maintaining the pump, and all appurtenances including lines at all times during a bypass operation. The cost associated with sewer bypassing shall be considered incidental to the cost of the contract. The Contractor shall bear all costs arising from failure to anticipate bypass pumping needs, including, but not limited to the emergency stoppage of work, remobilization, removal and replacement of damaged work, emergency response by municipality personnel and compensation for damage to public and private property. Corrective work Any lining installation that fails to meet performance standards as identified herein, or contains other significant defects shall be subjective to corrective action. Each municipality shall notify Contractor in writing of any work that is rejected, and shall specify the reasons for rejection. Within 10 days of receiving notice of rejected work, the Contractor shall submit a written proposal to the municipality detailing the proposed corrective action for each item of rejected work. The Contractor shall not proceed with corrective action until the respective Owner has approved the proposed corrective action. All corrective work must meet the standards and specifications set forth in this contract. If determined that the existing sewer service is damaged by cutting of the liner, the municipality will allow the use of Performance Pipelining T -Liner process or the municipality respective Owner approved equal for service restoration. if it appears that there is no acceptable alternative for sewer repair, the municipality may require the Contractor to remove all or a portion of the defective lining and install new lining in place. All expenses for any corrective work/defective sewer repair/relining work and material shall be borne by the Contractor. Prosecution_ and Progress The Contractor shall complete all work as per the individual specific contracts or under this Contract within 180 calendar days of signed contract. Failure to complete the work will result in liquidated damages as specified in Section 108 of the Standard Specifications (IDOTSPECS). Contractor's Use of Premises At all times Contractor is working on property within Owner's boundaries, Contractor shall be responsible for - 1 . or: 1. Coordinating use of premises under direction of respective Owner. 2. Assuming full responsibility for protection and safekeeping of products under this Contract such that if any products are lost, damaged, or stolen it shall be Contractor's sole responsibility to replace the products. 3. Obtaining and pay for use of additional storage or work areas needed for operations at no additional cost to Owner. 4, Conducting operations to ensure least inconvenience to general public, including but not limited to minimizing any traffic obstructions, noise, and offensive odors. 5. Complying with any requirements in Appendix A for each municipality's additional input on local parking plan. Pre -construction Meeting A pre -construction meeting with the Contractor will be held with each municipality to discuss all issues pertaining to this project. The contractor is requested to bring the following information to this meeting: 1. The Contractor's proposed construction schedule. 2. Name of sub -contractors (if applicable) involved in these projects. 3. Name of Project Manager. 4. Name of individual responsible for traffic control and maintenance 5. Emergency Contact. Weekly Meetings Regular weekly meetings between the Contractor Project Manager and the respective Owner are required. The proposed Contractor's working schedule for the next two (2) weeks shall submitted to the respective Owner during each meeting. If any modifications to the proposed schedule are requested by the respective Owner, the Contractor shall adjust his proposed schedule accordingly. Protection of Trees Every effort shall be made by the Contractor when working near trees and shrubs to preserve same from harm. No trees or shrubs shall be removed unless so indicated on the Plans or as authorized in the field by the respective Owner. The Contractor shall be responsible for damage to or loss of any tree or shrub not specifically designated to be removed. Damage to tree limbs shall he held to a minimum. Shrubs and tree limbs shall be tied back wherever necessary to prevent their loss or damage. Wherever damage by construction equipment to limbs and branches is unavoidable, they shall be pruned before starting work and sealed in accordance with best forestry practice. No pruning of tree limbs or branches will be allowed without the written permission from the respective Owner. If pruning is necessary and approved, it will be done by an approved licensed landscape contractor, if the Owner deems it is necessary_ The Contractor shall contact the respective Owner at least 24 hours prior to his need to prune. Tree protection shall be incidental to the Contract. SafetV The Contractor shall comply with State, Local, Metropolitan Water Reclamation District ("MWRD") and Federal Safety and Health regulations applicable to the work being performed including Occupational Safety and Health Administration ("OSHA") approved confined space entry procedures. Prior to entering access areas such as manholes, and performing inspection or cleaning operations, an evaluation of the atmosphere to determine the presence of toxic or flammable vapors or lack of oxygen must be undertaken in accordance with Local, State, or Federal Safety regulations. The cost associated with the above referenced safety precautions shall be considered incidental to the cost of the contract. Water Usage See Appendix A for each municipality's additional input on local water usage plan Pav Estimates Each municipality will provide a spreadsheet that will list the segments and sewer pipe lengths to be lined. The contractor shall submit any changes at time of submittal of pay estimates, and two weep schedules. The spreadsheet shall include at a minimum, the following items: street name (from — to); segment (from manhole to manhole); actual length; size of pipe; unit cost; service connections reinstated; protruding taps and End Seals. The items mentioned above are in addition to other required submittals, i.e., certified payroll, waivers of lien, invoice, and electronic payout form (provided by each municipality). Pay estimates shall be submitted by the Contractor once a month. Payout Procedures Each municipality payout procedure schedule will be submitted to the contractor at the preconstruction meeting. A monthly pencil draw meeting must be held between the contractor's representative and each municipality project manager to agree on the quantities to be submitted for payment. If a pencil draw meeting is not held, the project manager will submit to the contractor the latest quantities measured by municipality staff and those numbers must be used for the current billing period. If the contractors submitted quantities are different than those agreed to or submitted to each municipality, the municipality will proceed with the invoice approval of the lesser amount per line item (either the contractor's itemized invoice or the inspected and approved item quantity by the municipality inspectors) for payment. In no case, will the line item invoice payment exceed the inspected and approved quantity per municipality inspection requirements. Applications for payment must be submitted on a municipality approved itemized invoicing form that includes pay item descriptions, original contract quantities and unit prices, previous, current and total quantity summaries, and approved change orders. Other required submissions include the current waivers of lien, contractor's affidavits, contractor's sworn statement, certified payroll report, and any other documents or invoice paperwork as requested by each municipality. Any questions pertaining to payments are to be forwarded to the municipal project manager or the Owner. Contractors shall not call each municipality Finance Department with questions regarding pay applications. The pay application process is approximately six weeks from the pencil draw meeting to the issuance of checks. All checks will be mailed and no allowances will be made to hold checks for pickup. Pa meat for Extra Work The methods for measurements and payments for Extra work shall be in accordance with the applicable articles of Section 109 of the IDOTSPECS. Extra work shall not be started until written authorization from the respective Owner is received. Extra work will be paid for at either the contract price, a lump sum price or agreed unit prices, or on a force account basis. If a force account basis method for payment is used, than the procedures outlined in the Illinois Department of Transportation Construction Memorandum 08-09: Force Account Billing, dated January 1, 2008 shall be followed by the Contractor_ As indicated in the above referenced Memorandum particular attention should be paid to the following: 1. Each day the force account is being performed Form BC 635; Extra Work shall be completed and submitted to the Owner. 2. The most recent edition of Equipment Watch's Rental Rate Blue Book will be used as the source of equipment rates for force account billing. MWRD The MWRD Permit section field office (7081222-4055) must be notified at least two days prior to commencement of work. When access to MWRD manhole is required the MWRD manhole opening shall be coordinated with Mr. Roscoe Hardeman (321-497-9472) of MWRD. Any MWRD manholes shall be identified at the pre-bid meeting. Public Advisory A minimum of two weeks prior to commencing with sewer repair/lining work the Contractor shall coordinate with each municipality to provide general public notice of the work to be done. Public advisory services will be required to notify all parties whose sewer services will be out of commission and to advise against water usage until the sewer service is back in service. This is the responsibility of the Contractor. Notices shall be given within 24 hours of interruption. Written notices must be approved by each municipality prior to publication, and must contain specific information as to when the sewer service disruption will begin and end. Notices must be given the proposed day of work if work is cancelled for any reason, as well as the proposed reschedule of shut -down. No customer shall be deprived of sanitary sewer service for more than twelve consecutive hours unless approved by the Owner. The Contractor shall assume responsibility for any sewer backups or other damages sustained by residents or businesses as a result of testing, cleaning, lining or any other part of the work. The Contractor shall arrange and pay for professional cleaning and/or repair services where required at no additional cost to the municipality "No Parking - Police Order" signs are available upon request at the office of the Owner. All such notices shall be removed by the Contractor immediately upon the completion of work in each block. The cost associated with public advisory shall be considered incidental to the cost of the contract. Hours of Construction No work shall be done Monday thru Friday between 7:00 P.M. and 7:00 A.M., nor on Saturdays, Sundays, or legal holidays without written permission of Owner. Permission to work the day before the holiday must be granted two (2) weeks in advance of work. However, emergency work may be done with permission from Owner. Work activity, as intended herein, includes warming or starting up of any machinery or engines. Protection of Environment The protection of environment shall include: 1. Contractor, in executing work, shall maintain work areas on- and off-site free from environmental pollution that would be in violation of any federal, state or local regulations. 2. Take adequate measures to prevent impairment of operation of existing sewer systems. Prevent construction material, earth, or other debris from entering sewers or sewer structures. 3. Observe rules and regulations of State of Illinois and agencies of U.S. government prohibiting pollution of any lake, stream, river or wetland by dumping of refuse, rubbish, dredge material or debris therein. 4. Comply with procedures outlined in U.S. EPA manuals entitled, "Guidelines for Erosion and Sedimentation Control Planning and Implementation," Manual EPA - R2 -72-015 and "Processes, Procedures, and Methods to Control Pollution Resulting from All Construction Activity," Manual EPA 430/9-73-007. 5. Dispose of excess excavated material and other waste material in a lawful manner. 6. Minimize air pollution by wetting down bare soils during windy periods, requiring use of properly operating combustion emission control devices on construction vehicles and equipment used by Contractors, and encouraging shutdown of motorized equipment not actually in use. 7. Trash burning will not be permitted on construction site. & Chemicals used during project construction or furnished for project operation,. whether herbicide, pesticide, disinfectant, polymer, reactant, or of other classification, must show approval of either U.S. EPA or U.S. Department of Agriculture or any other applicable regulatory agency. 9. Use of such chemicals and disposal of residues shall be in conformance with manufacturer's instructions. 10. Conduct operations in such a manner as to cause the least possible disruption or annoyance to residents in the vicinity of work performed, and to comply with all applicable local ordinances. 11. Equip compressors, hoists, and other apparatus with such mechanical devices as may be necessary to minimize noise and dust. 12. Equip gasoline or oil operated equipment with silencers or mufflers on intake and exhaust lines 13. Line storage bins and hoppers with material that will deaden sounds. 14. Conduct operation of dumping rock and of carrying rock away in trucks so as to cause minimum of noise and dust. Clarification All here -in referenced conditions and items: Pre -Construction and Weekly Coordination Meetings, Maintenance Bond, Notifications, Coordination with other Contractors, Work Scheduling and Phasing, Sewer Flow bypassing, Dirt and Dust Control, Safety, Pre -lining and Post lining sewer evaluation, 3 USB hard drives, Corrective work, etc. are considered incidental to the contract and shall be included in the sewer lining work unit price. SPECIAL PROVISION FOR CURED -IN-PLACE PIPE It is the Contractor's responsibility to inspect the condition of the existing sewer system after all sewer repair/lining work is complete. The Contractor shall use an experienced personnel trained in the use of closed circuit television in existing/repaired sewer systems, which shall furnish the necessary labor, tools, equipment, and appurtenances to perform the sewer televising services as specified. The television inspection equipment and procedures used shall comply, but are not limited, with the following: 1. Televising inspections shall conform to NASSCO standards and all video and written documentation is to be provided in PACP format 2. The sewer inspections shall be recorded digitally on the portable USB hard drive referred to on page 21.. Recording playback shall be at the same speed that it was recorded. A complete recording shall be made of each line televised. A voice recording shall be done on the USB hard drive. 3. Location of sewer lines inspected using manhole number (sanitary sewer) and street addresses (storm sewer) 4. Post lining television inspection shall include rotating the lens to inspect all reinstated sewer services. Inspection of service opening shall be of the liner cutting to determine if opening is sufficient. If determined that the existing service is damaged by cutting of the liner, the municipality will allow the use of Performance Pipelining T -Liner process or municipality Owner approved equal for restoration. 5. Location of building service connections. 5. The footage and manhole numbers shall appear on the screen at all times. 7. Television Inspection logs shall be reported in the sequence as they appear on the USB hard drives. B. The Contractor will increase the skids on the camera to the proper size so that camera is in the center of the sewer pipe. 9. Deep sags are to be dewatered so that proper television inspection can be performed. Other incidental and measure of payment requirements to the cured -in-place pipe lining include - 1 - nclude: 1. Mobilization and site preparation. 2. Existing sewer system televising and cleaning before lining process 3. Televising of sanitary and storm sewer to determine installed conditions. 4. Placement of lining material within sanitary and/or storm sewer. 5. All manhole connections shall be water tight. 6. Removal and replacement of manhole frames, adjusting rings, and corbels are incidental to the liner unit price. No additional compensation will be made for this work, including restoration to pre -construction conditions. 7. Flow control, including bypass pumping, if required. 8. Reinstatement and reconnection of active sewer service connections. g. CCTV Examination: Televise interior of pipe after completion of work and provide the portable USB hard drive referred to on page 21 to Owner. Use pan and tilt color 3 lux camera to view the sewer service lateral connections. 10. Sewer testing and internal inspections of installation. 11. Pavement damage and restoration. 12, Parkway damage and restoration. 13. Cleanup. 14. Other appurtenant and incidental work. 15. Full-time traffic control surveillance by contractor. 16. Each USB hard drive will be permanently labeled with the following information. a. Job/Work Order No.: b. Contractor Name:. c. CD No..- d. o.:d. Date Televised: e. Date Submitted: f. Street/Easement (Location): g. Upstream MH h. Downstream MH i. Municipality Name 17. Data shall be configured according to the definitions and database structures included in this specification. Video must be able to be viewed using Windows Media Player g Series and have the ability to use all features of the video player including fast forward capability. 18. Measure sewer in linear feet (If) on straight horizontal line along centerline of sewer. Do not include distance through manholes in measurement. The prior to lining sewer condition evaluation information and the post lining sewer condition evaluation information shall be recorded on the same USB hard drive. Cost of supplying the portable USB hard drive referred to on page 21 copies and reports to each municipality shall be included in the sewer lining work unit price. Basis of Payment — Cured -In -Place Pipe Payment shall be made for the contract unit price per lineal foot for CURED IN PLACE PIPE — SANITARY SEWER LINING, of the diameter specified, which price shall be in full for labor, material, testing and equipment required for complete and operational existing sewer main rehabilitation. SPECIAL PROVISION FOR REINSTATEMENT OF SERVICE LATERALS -- STORM OR SANITARY SEWER The reinstatement of service laterals shall include the costs of: I. Site Preparation. 2. Protecting existing utilities, site objects and new work. 3. Contractor shall certify a minimum of two complete functional cutters plus key spare components are on the job site before each installation. 4. Re -open branch connections without excavation, utilizing a remotely controlled cutting device, monitored by a CCTV. 5. Branch (service) connections shall be re-established at a minimum of 95% of the flow capacity and shall be wire brushed smooth, without damaging PVC services, to full diameter of openings. 6. If it is determined that the existing service is damaged by cutting of the liner, the Owner will allow the use of Performance Pipelining T -Liner process, or approved equal method, for service restoration. No additional compensation will be provided for the required service repair work. 7. No additional payments will be made for excavations for the purpose of reopening connections and the Contractor shall be responsible for all costs and liability associated with such excavation and restoration work. 3. Cleanup. 9. Collect all reinstatement coupons at the next downstream manhole. All excess lining material is to be removed from the sewer system. 10. Other appurtenant and incidental work. 11. General requirements of sections listed. 12. Traffic control and protection. 13. Unless otherwise directed by the Owner or his authorized representative, all laterals will be reinstated. Basis of Payment — Reinstatement of Service Laterals Include cost of work listed herein in unit price each for REINSTATEMENT OF SERVICE LATERALS — SANITARY SEWER. SPECIAL PROVISION FOR PROTRUDING TAP REMOVAL The protruding tap removal shall include the costs of: 1. Site Preparation. 2. Protecting existing utilities, site objects and new work. 3. Removal of protruding taps utilizing a remotely controlled cutting device. 4. CCN record image of before and after tap removal. 5. Cleanup. 6. Other appurtenant and incidental work. 7. General requirements of sections listed. 8. Traffic control. Basis of Payment — Protruding Tap Removal Include cost of work listed herein in unit price each for PROTRUDING TAP REMOVAL, Basis of Payment — End Seals Payment shall be made for the contract unit price each for END SEAL — SANITARY SEWER LINING, of the diameter specified, which price shall be in full for labor, material, testing and equipment required for complete and operational existing sewer main rehabilitation. Appendix A: Additional Municipality -specific Information Arlington Heights Project Manager — Jeff Musinski, Utilities Superintendent, 847/368-5800, jmusinski@vah.com Local Parking Plan — Overnight parking and equipment storage will be allowed at the Public Works Annex. Local Water Pian — The Village of Arlington Heights will allow water to be obtained from a hydrant located at the Annex. Water usage and deposits for water-meterlback-flow devices are waived. Maps — see segment list and maps attached in "Appendix B". Lincolnshire Project Manager: Wally Dittrich, 847-913-2387, wdittrich lincoinshireil. ov Local Parking Plan — Overnight parking and equipment storage will be available at the Public Works Facility at 45 Londonderry Lane, Lincolnshire, IL Local Water Plan - Water usage and deposits for water-meter/back flow devices are waived. Maps - see segment list and maps attached in "Appendix B". Mount Prospect Project Manager — Casey Botterman, 847-870-5640„ CBofterman@mountprospect.org Local Parking Plan — To be coordinated at preconstruction meeting Local Water Plan — To be coordinated at preconstruction meeting and water fees are waived upon receipt of Village supplied water meter/back flow device. Representative CIPP samples shall be taken for every liner installed. Approximately 25% of the samples will be selected by the Village for physical properties testing. The length of each liner section will be measured by the Village on the ground surface directly over the pipe from center of manhole to center of manhole Maps — See segment list and maps attached in "Appendix B". Rolling Meadows Project Manager — Dan Seveska, 847-963-0500 ex. 7022, seveska@cityrm.org Local Parking Plan — To be coordinated at preconstruction meeting Local Water Plan -- To be coordinated at preconstruction meeting and water fees are waived upon receipt of City supplied water meter. No lining will be permitted during periods of high flow Contractor may not use steam or hot water cure as deemed necessary for the installation, however specific installations may warrant the designation of a certain curing method approved by Rolling Meadows. Proposed by-passing set-up for Central Road shall be approved by the City of Rolling Meadows and shall be one of the required submittals. A pre and post -lining PACP database shall also be provided on the hard drive. It is the owners intention to provide liner through manhole channel, contractor should extend liner to cover as much as possible. If contractor undertakes a "double -shot" end seals will need to be installed at the end of each segment. Maps — See segment list and maps attached in "Appendix B". APPENDIX B •t0N ' 1%p Mount nnssp�x-c y \SIN© . Village of ncolnshire Villa - e of Arlington Heights 2018 Sewer Lining Exhibits Proposed sewer lining Arlington Heights list Fiscal 2018 Referenunit size manhol Quantity cost service ce # price es s 281. 9,309 $0 fit 248 100 " 2065 $0 4 35 3 12" 2014$0 7 24 $0 5 8" End Seals 0 $0 110 6 10" End Seals 0 $0 12 12" End Seals 0 $0 13 8 Services 0 $0- 9 'Break In Connection 0 $0 $0.00 3"-enh to Una 1 2018 Lining Project rm « M i wmm r.n en am anm S,Ir wa, r,,, rli man mm .r R. Mkahaal Manor, I. weatgata 3. Patton (Sigwalt to Campbell) r,>x.n ax.m>su�� ulmew orm � 4��a - _ e�I i miim nm am ,ma '• m am m .ma JI •a3, nx rrn nh nTa r,eene, nmm MH-0mM11i .tae rrM ►Mf,-0a35f n nrn aftispe tre6 nxe t•ae W 1i� are{' — 116e 1„6 nL nr rrs� � 13T Lia n q�Ml�iili tt,x t 'W-xe rr SS emr ! MMiatp/ rt •rW r,x - r - _ m.+asin,i" nam nv' 4, Hickory Mount Prospect Villa a of Mount Prospect 2018 Sewer Lining Exhibits 2018 Combined and Sanitary Sewer Lining Project Location Upstream MH Downstream MH Footage Pipe Size 212 BOBBY LN, 03525 03S23 361 8 208 W BUSSE AV. 04S02 04501 212 8 102 E. HIAWATHA TRL 18528 18S29 178 8 104 E. LONNQUIST BLV 18537 18538 3$9 8 210 E. LONNQUIST BLV 18S38 18S39 378 8 311 E. BERKSHIRE LN 18S46 18SMWRD03 74 8 1072 GROVE DR. 21S26 21S25 268 8 1110 S. BUSSE RD. 22S30 22S25 298 8 1124 CHERRYWOOD DR. 22S35 22528 417 8 1112 SPRUCEWOOD DR. 22536 22S29 377 8 W 800 E GQ TRL 25S -C S3 25S -CS 9 337 8 916 S. SCHOOL ST 2BS16 28S12 336 8 920 S SCHOOL ST. 28521 28S16 335-- 25 8904 904GOLFVIEW PL 30510 30S13 274 g 914 S EDWARD ST 30512 30S09 337 8 1600 WILLOW LN, 33S02 23S36 351 8 1309 ROBERT DR. 33512 33506 271 g 601 W CENTRAL RD. 6S-CS75 65-CS1 207 8 201, S. MAIN ST 18501 18S05 279 10 432 BOB -O -LINK RD 22N39 22N40 183 10 1001 ROBERT DR_ 23523 23528 369 10 1213 RQBERT DR. 33S05 23538 331 10 2951 BRIARWOOD DR. E 37S20 37512 154 10 219 S. EDWARD ST 1CS-CS24 10S-CS25 183 12 223 S. ALBERT 105-CS27 10S-CS23 309 12 222 S. ALBERT 1 OS-CS27 10S-CS29 376 12 307 S. GEORGE ST. 1US-CS37 1US-CS26 195 12 403 DALE AVE EEEF5N.3N-CS11 4N-CS1 319 12 718 PROSPECT MANOR AV 4N-CS3 14N-CS7 311 521 N. ELMHURST AVE CS 15N-CS27 12 57 12 702 1 OKA AV, 16S-CS43 16S-CS38 193 12 420 S. PINE ST 17S-CS22 175-CS18 154 12 1205 GREENACRES LN 24S-CS19 245-CS20 330 12 1213 GLENN LN. 245-CS24 24S-CS25 210 12 1103 LONNQUIST BLV 24S-CS32 24S-CS30 338 12 1217 ROBIN LN. 24S-CS43 24S-CS4 158 12 810 CAN DATA AV. 25S -CSI 1 25S-CS13 206 12 810 WE GO TRL 25S-CS9 2557S14 321 12 508 W GOLF DR. 26S-CS36 26S-CS37 169 12 101 N LANCASTER 3N-CS293N-CS34 5 12 740 W. CENTRAL RD. 5S-CS3 5S-CS4 261 12 101 N PINE ST 6N-CS28 6N-CS23 260 12 50 N. MAIN ST 6N-CS36 6N-CS37 40 12 10 N WILLIE ST 6N-CS39 6N-CS48 171 12 Z1 5 E PR©SPECT AV. 7S-CS21 6S-CS20 203 1 2 2018 Combined and Sanitary Sewer Lf flng Project 6 WA PELLA AV. 101 S. MAIN ST 100 BLOCK W. PROSPECT AVE. 15 E. PROSPECT AVE 1 N WILLIE ST (ON CENTRAL RD) 100 S. EMERSON ST 117 S. ELM ST 218 COLLEGE D 105 E. PROSPECT AVE. NW HIGHWAY & S. SCHOOL ST 301 S. WILLIAM ST 311 S. LOUIS ST 6S-CS9 7S-CS24 ---TS 7S-CS37 7S-CS6$ 8S-CS126 $S-CS30 8S-CS38 8S-CS63 8S-CS76 9S-CS17 9S-CS20 6S-CS15 7S-CS16 ---TS7S-CS26 8S-CS62 7S-CS3 8S-CS13 8S-CS17 8S-CS39 BS-CS62 $5-CS77 9S-CS19 9S-CS23 216 267 223 195 250 277 454 141 202 39 211 300 12 12 12 12 12 12 12 12 12 12- 12 12 110 S. EDWARD ST. 610 PROSPECT MANOR AV 610 EASTWOOD AV 701 W. GREGORY ST 607 W. HENRY 18 RIDGE AV 11 RIDGE AV 299 W. CENTRAL RD 201 W. CENTRAL RD 211 N EMERSON ST 201 N EMERSON ST 201 N MAPLE ST 100 S. ALBERT 100 E. SHA BONEE TRL 500 S. SCHOOL ST (ON SHA BONEE TRL) 710 WA PELLA AV 406 SEE GWUN AV 500 SEE GWUN AV 400 SEE GWUN AV 10S-CS15 14N-CS21 14N-CS23 4N-CS6 5N-CS41 5N-CS44 5N-CS50 6N-CS44BN-CS43 6N-CS45 7N-CS11 7N-CS15 7N-CS16 105-CS12 18S-CS5 19S-CS18 16S-CS45 15S-CS4 15S-C 5S-CS10 1OS-CS 18 14N -7S34 14N-CS38 4N75 5N-CS70 5N-CS50 5N-CS54 6N-CS44 7N-CS44347 7N-CS11 7N-CS12 10S-CS17 18S-CS6 19S-CS1 16S-CS40 15S -G58 15S-CS13 15S-CS4 346 313 314 201 331 327 302 15$ 193 305 306 322 378 295 220 442 440 182 15 18 18 21 21 21 21 21 21 21 21 21 24 24 24 27 30 30 30 AL 1 19, VILLAGE OF MOUNT PROSPECT SE E'ER MA S TO BE LINED 2018 llN s CENTRAL R❑ q� CAMP MCDONALD 4� G KENSINGTON RD a t11 F U W a 0 D r1 F i GOLF ftp ERT 58) �� SEWER MAINS TO BE DINED 7018 JFLOODPLAIN m (RT 83) MAP INFO AS OF FEBRUARY 2018 Printed 4y JJPIPW A F;hProjeculCASEYti 20tSt2018C01rfBINEb SEWER_ipRELINED_WITHFLOo D.mxd 2078 CIPP - MAP 7 2904 �. 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W HENRY ST i 30 6N -CS s N February 2018 Printed by JJPIPW F%ProjectslCASEr20181CIPP%CIPP2018.mxd 116 114 112 114 108 145 104 102 140 SEWER MANHOLE N i--►-* SEWER MAID w E CIPP s 614 612 14N-CS21 610 608 606 00 Ir - 604 602 600 27 14N=CS34 42 14N-CS33 9'2 1'22- 14N-CS74 14N-CS31 2018 CIPP - MAP P 4 7 r,.,t,Tt7 ~ 619 618 617 616 N 615 614 613 612 `14N-CS22 14N -C. 611 610 609 608 607 606 605 , 644 r,.,t,Tt7 ~ 619 617 0 615 0 Q 613 1414- S24 611 609 607 � ' J 601 602 I I 603 14N-CS37 N 521 r N 5'19 February 2018 Printed by JJPIPW F.1Projects%CASEY1201$ICIPPICIPP2018.mxd 14N-CS73 640 641 30 1414-CS42 14N-CS3$ 14N-CS39 48 X12 14N-CS4U 14N-cS41 520 521 5'18 519 517 =4c 0 SEWER MANHOLE 0--0-* SEWER MAIN CIPP C Of 7 N WE s 2018 CIPP - MAP 48 u T 15N-CS,2i 15N 30 30 48 1 � 15N-CS27 1SN-CS26 a 1SN-0538 N 521 z LU 519 1 517 515 � 15N-CS42 1 513 511 509 15N -C S47 3 507 IJII-V r7L� February 2018 Printed by JJPIPW F: %P roj e cts%CAS VA201 MCIPNClPP2018.mxd N 612 613 611 610 ! 609 15N-CS21 608 !' 607 Cs1s 606 605 604 i 603 602 601 600 30 30 48 1 � 15N-CS27 1SN-CS26 a 1SN-0538 N 521 z LU 519 1 517 515 � 15N-CS42 1 513 511 509 15N -C S47 3 507 IJII-V r7L� February 2018 Printed by JJPIPW F: %P roj e cts%CAS VA201 MCIPNClPP2018.mxd N 1 SN-CS30 520 ISN-CS39 518 516 514 512 510 15N -C 508 N 506 w t ' 36 E ISN-CS32 521 543 i-SN=CS 520 613 612 611 1 ISN-CS23 610 I-CS22 609 508 607 606 605 604 603 602 601 3� 600 15 N -C -S 3 1 SN-CS30 520 ISN-CS39 518 516 514 512 510 15N -C 508 N 506 w t ' 36 E ISN-CS32 521 543 i-SN=CS 520 519 518 517 516 5"15 514 513 ISN=CS" 5'12 611 510 c 509 508 507 506 SEWER MANHOLE 0-00-* SEWER MAIN CIPP 40 W z a_ 2 r 2018 CIPP - MAP 49 coN • ■ r 71'1 6 709 710 14N -CSI 708 707 Tm T- 704 703 702 ir 700 707 705 706 704 22K 0 22N6P7 7aa W KENSINGTON RD 14N-CS2 F 14N -C: 719 717 7'15 71 '1 718 716 714 7 4 7 "' z 0 3 a F u w a N b A. 8 a _ 221462 14N-CS3 - - ' • ■ r 71'1 6 709 710 14N -CSI 708 707 a 705 704 703 702 ir 700 707 705 706 704 703 0 701 7aa z CIORe C) f-0 N C4 LU4 i17 v 8 a _ 221462 14N-CS3 - - ' • ■ r 71'1 6 709 710 14N -CSI 708 707 706 705 704 703 702 70'1 700 February 2DIS Printed by JJP/PW F:lProjectslCASEY120181C1 PP%CIPP2018.mxd �Ln rl W KENSINGTON RD 14N-CS4 719 718 7'17 716 715 I 714 713 7'12 711 710 709 14N=CS$ �r 10814N�. 707 705 706 704 703 702 701 7aa w Ss co r SEWER MANHOLE a 0-0-* SEWER MAIN W F. 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JAMES 10.31 1030 302 8 8 2 CARDINAL DR. 10-38 10.37 301 6 8 FREMONT CARDINAL 10-42 10.41 226 4 8 2 FREMONT 10-43 10.42 319 8 8 2 2 CAMPBELL 10-56 10.10 276 3 8 2 ROHLWING RD 11-14 11.13 365 5 8 ROHLWING RD 11-15 11-14 400 6 8 2 ROHLWING RD 11-16 11-15 350 6 8 2 ROHLWING RD 11-18 11-30 345 5 g 2 ROHLWING RD 11-19 11-18 345 6 8 2 ROHLWING RD 11-20 11-19 340 6 8 AM2 ROHLWING RD 11-30 11-13 60 0 8 2 ROHLWING 11-60 11-104 115 D $ 2 2 JEWEL P -LOT 20-123 20-124 235 0 8 2 JEWEL P -LOT 20-124 20 h'3 335 2 8 2 HAWK 20-16 2015 415 11 8 2 MEADOW 20-50 20-45 214 0 $ 2 LIBRARY RD 20-57 20-56 262 0 8 2 LIBRARY RD 20-69 20.30 56 0 8 2 RAVEN 22-07 22.69 257 6 8 2 JAYS 22-140 22-59 130 3 10 2 JAY 5 22-60 22.101 150 6 8 2 EAGLE 22-65 22.64 361 12 8 2 RAVEN 22-69 22.68 272 10 8 2 WILKE 22-92 22-' 6 3516 8 2 EAGLE 22-99 22-65 218 8 8 2 JAY S 23-01 22-61 _ 269 9 8 2 JAYS 23-02 23-01 7$ 2 8 2 HAWK 23-04 20-16 287 9 8 2 WEBER 27-04 22-49 204 0 12 WEBER 28.01 27-04 255 1 12 2 WEBER 28-04 28-C'1 341 6 12 2 WEBER 28-05 28-C�4 382 7 12 2 2 WILKE RD 34-2 34-1 195M0-152WILKE RD 34-3 34-2 1502STORM LINING GROUSE 51076 51072 272 2 192 fi4 4 $ 4 2 8" 8,895 10'° 382 12'" 1,182 15° 345 18" 272 11,075 2018 Sewer SystemImprovements yk 3 N f A i 3 "^r...n ®L 3 S nu.rtxo � $ tea' Map 4 Wrn .. cemc i - � a Map Legend i 2018 Projects " ® Project Types a i Mp 1 S ► Capital Improvement Projects e �nx Sanitary Projects Map 2 -- Storm Projects Storm Structures _ V Sanitary Structures Rolling Meadows Boundary n £Y�n... mxR, w = Map 3 8 S i _ ww.as.a y W _ = 'a yk 3 N f A i 3 "^r...n ®L 3 S nu.rtxo � $ tea' Map 4 Wrn .. cemc i Map 5 x, 0 0.3 0.6 1.2 Miles Map 6 r��l I I��Ip'111i11Rilium, r 1h hlu Id 11 I}<< qu. lol 1f il4ll til, YIIi a �I II I � Projects, � II y Il ���}}ry.� 8 w fl j' w I., rn w th >, m I I h � i #. ..I l III f1 I,q ;NII r , ry H 1 G� r. 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NI fPo, r B I" � I "I I I III �� 1 Ittf Village f �iolnshire Village of Lincolnshire 2018 Sewer Lining Exhibits w r m �p (D Y D O LL a $ ul wasag 43 saina'y v E N i 3 L V C c c £S2 66 o ul aAys>laag 8 0 244' m0 ..8 w a paam8ullf�l v � 3 n ul a)uellaa 8 a 8 a n � o r Id aldeVy b � n n q ZFZ $ a 0 p gp o �o ssw� sa�„)l _a a co jo a `a 0 O r v E n m pap GS r Mo L 6 c raj asaa c m m � b l7 L9Z ffi Pg spoonvaela N n „01 PH spoa+waanrd E ry N c ;p 4 � Q 37 y1nOwAld* 1 a T 2 o p r � � g a it c Sal 4 y� 0 c, v 00 u-1 Jalse]u" v°p ® 1 oJp uojsu75uak w = Elsinoot Dr - t $ ,ewn Cir W M. is MapOfficelm I � - tHalf Day Rd a r UjJRd I 41 J44 I 4 I _ _ 1 I 1 1 � 11 K !II 1 � 00 MMIC --------- I ---- -I ixh equais 161 few 1 S ::I [ s Gf3 .^onsaranm Map in Al:. TtrCrT='ae_,.ct: Kmar_L'l:GP�C= afn.al ,.fur :.a.M,3Mn a ae T unp s f a yec - : t4MZ t Qcapasea a i tt ar app ._ nrs- r re xsc _ ,r �r ^e fss sta ,ecr' =err s..:ri_•. esK iC.'±s� al f.[�tr siarur tr_sram ar.ar �.. �sMedLu; Si;i v. w .. ass._ �xsv.r_.. -, �wxxis■ a[: r tow 530 L.F - 10" RCP Storm Sewer CIPP = Village of Lincolnshire Appendix C DOCUMENTS TO RETURN WITH BID SUBMISSION o Signed and completed Schedule of (Prices - page 3 o Completed Contractor References form o Disqualification of Certain Bidders page o Completed and notarized Anti -collusion Affidavit and Contractor's Certification form o Completed and notarized Conflict of Interest form o Completed and notarized Tax Compliance Affidavit form o Completed Sub —contractor form CONTRACTOR REFERENCES Please list below five (5) references for which your firm has performed similar work for municipalities as identified in Bidder Qualifications. Municipality- Address- City, unicipality:Address: City, State, Zip Code: Contact Person/ Telephone Number: Dates of Service/Award Amount: Municipality: Address: City, State, Zip Code: Contact Person/Telephone Number: Dates of Service/Award Amount: Agency: Address: City, State, Zip Code: Contact Person/ Telephone Number: Dates of Service/Award Amount: Agency: Add ress: City, State, Zip Code: Contact Person/ Telephone Number: Dates of Service/Award Amount: Agency: Address: City, State, Zip Code: Contact Person/ Telephone Number: Dates of Service/Award Amount: DISQUALIFICATION OF CERTAIN BIDDERS PERSONS AND ENTITIES SUBJECT TO DISQUALIFICATION No person or business entity shall be awarded a contract or subcontract, for a stated period of time, from the date of conviction or entry of a plea or admission of guilt, if the person or business entity, 1. has been convicted of an act committed, within the State of Illinois or any state within the United States, of bribery or attempting to bribe an officer or employee in the State of Illinois, or any State in the United States in that officer's or employee's official capacity; 2. has been convicted of an act committed, within the State of Illinois or any state within the United States, of bid rigging or attempting to rig bids as defined in the Sherman Anti -Trust Act and Clayton Act 15 U.S.C.; 3. has been convicted of bid rigging or attempting to rig bids under the laws of the State of Illinois, or any state in the United States; 4. has been convicted of bid rotating or attempting to rotate bids under the laws of the State of Illinois, or any state in the United States; 5. has been convicted of an act committed, within the State of Illinois or any state in the United States, of price-fixing or attempting to fix prices as defined by the Sherman Anti -Trust Act and Clayton Act 15 U.S.C. Sec. 1 et seq.; fi. has been convicted of price-fixing or attempting to fix prices under the laws of the State of Illinois, or any state in the United States; 7. has been convicted of defrauding or attempting to defraud any unit of state or local government or school district within the State of Illinois or in any state in the United States; 8. has made an admission of guilt of such conduct as set forth in subsection (A) through (F) above which admission is a matter of record, whether or not such person or business entity was subject to prosecution for the offense or offenses admitted to, 9, has entered a plea of nolo contendere to charges of bribery, price fixing, bid rigging, bid rotating, or fraud; as set forth in subparagraphs (A) through (F) above. Business entity, as used herein, means a corporation, partnership, limited liability company trust, association, unincorporated business or individually owned business. (Please sign Schedule of Prices indicating compliance) ANTI -COLLUSION AFFIDAVIT AND CONTRACTOR'S CERTIFICATION deposes and says that he is of (Partner, Officer, Owner, Etc.) (Contractor) , being first duly sworn, The party making the foregoing proposal or bid, that such bid is genuine and not collusive, or sham; that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person; to fix the bid ,price element of said bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. The undersigned certifies that he is not barred from bidding on this contract as a result of a conviction for the violation of State laws prohibiting bid -rigging or bid -rotating. (Name of Bidder if the Bidder is an Individual) (Name of Partner if the Bidder is a Partnership) (Name of Officer if the Bidder is a Corporation) The above statements must be subscribed a sworn to before a notary public, Subscribed and Sworn to this day of , 2018 Notary Public Failure to complete and return this form may be considered sufficient reason for rejection of the bid. CONFLICT OF INTEREST that hereby certifies it has conducted an investigation into whether an actual or potentia! conflict of interest exists between the bidder, its owners and employees and any official or employee of a Municipality identified herein. Bidder further certifies that it has disclosed any such actual or potential conflict of interest and acknowledges if bidder has not disclosed any actual or potential conflict of interest, The Village of Buffalo Grove may disqualify the bid or the affected the Municipality may void any award and acceptance that the Municipality has made. (fume of Bidder if the Bidder is an Individual) (Name of Partner if the Bidder is a Partnership) (Name of Officer if the Bidder is a Corporation) The above statements must be subscribed a sworn to before a notary public. Subscribed and Sworn to this day of .2018 Notary Public Failure to complete and return this form may be considered sufficient reason for rejection of the bid. TAX COMPLIANCE AFFIDAVIT being first duly sworn, deposes and says that he is of (Partner, Officer, Owner, Etc.) (Contractor) The individual or entity making the foregoing proposal or bid certifies that he is not barred from contracting with the any of the Municipalities identified herein because of any delinquency in the payment of any tax administered by the Department of Revenue unless the individual or entity is contesting, in accordance with the procedures established by the appropriate revenue act. The individual or entity making the proposal or bid understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition, voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action (Name of Bidder if the Bidder is an Individual) (Name of Partner if the Bidder is a Partnership) (Name of Officer if the Bidder is a Corporation) The above statements must be subscribed and sworn to before a notary public. Subscribed and Sworn to this day of .2018 Notary Public Failure to complete and return this form may be considered sufficient reason for rejection of the bid. SUB -CONTRACTOR INFORMATION Name: (ATTACH ADDITIONAL PACES AS NEEDED # Years in Business: Address: # Years used by Contractor: Services provided by Sub -Contractor: Name: Address: # Years in Business: # Years used by Contractor: Services provided by Sub -Contractor; Name: # Years in Business: Address: # Years used by Contractor: Services provided by Sub -Contractor: APPENDIX D: AGREEMENT ACCEPTANCE 2018 ANNUAL SEWER LINING ACCEPTANCE The Contract/Proposal attached hereto and by this reference incorporated herein and made a part hereof is hereby accepted by the order of [insert Municipality name] ("Owner") this day of .2018. This Acceptance, together with the Contract/Proposal attached hereto, constitutes the entire and only agreement between the parties relating to the accomplishment of the Work and the compensation therefore and supersedes and merges any other prior or contemporaneous discussions, agreements, or understandings, whether written or oral, and shall prevail over any contradictory or inconsistent terms or conditions contained in any purchase order, acceptance, acknowledgement, invoice, or other standard form used by the parties in the performance of the Contract/Proposal. Any such contradictory or inconsistent terms or conditions shall be deemed objected to by Owner without further notice of objection and shall be of no effect nor in any circumstances binding upon Owner unless accepted by Owner in a written document plainly labeled "Amendment to Contract/Proposal." Acceptance or rejection by Owner or any such contradictory or inconsistent terms or conditions shall not constitute acceptance of any other contradictory or inconsistent terms or conditions.. By: Title: ATTACHMENTA SEMINOLE LN VILLAGE OF MOUNT PROSPECT SEWER MAINS TO BE LINED 2018 CAMP MCDONALD RD , CENTRAL RD lz�00 z EUCLID AV I I mm kami `< is9 _ll1111..10�1, . . 0 w co m M co DEMPSTER ST D H m Lu �9 m O OAKTONIST (RT 83) GOLF RD (RT 58) H U w a U) O a SEWER MAINS TO BE LINED 2018 MAP INFO AS OF FEBRUARY 2018 Printed by JJP/PW F:1 ProjectslCASEYQ018Q018COMBINED_SE WER_TOBELINED. mxd 2018 CIPP - MAP 1 L J V L 2904 29C 3.7S11 _ 906% 29 37S21 co �o o� v N � � o� a, 37522 N N N 37S21 co v o u� N N N p�j N February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd os cb �-� 790 o� 37S12 2909 3000 3442 3�� 3004 2ppb J �p0 3p�0 pati 3 / SEWER MANHOLE 0--00-► SEWER MAIN CIPP 3001 3pp 37S1'3 301 300 37S15 OOt9 . 37S1.6 N W+ E s 2018 CIPP - MAP 2 -- 1Z00 1026 1203 102,11 1203 120223S38 1028 24S16 g 1205 ASH DR 1205 1204 1100 °° 1207 1207 0 Im 1101 1206 3: o 1102 1209 1208 1209 m 134S12 1104 1103 1211 C%4 c 1213 1106 1105 33SO4 m 3 33IS ILLOW LN 34S11 8 co � 33S06 ~ r M �- 1302 1303 oCID 1304 1305 co 1306 1307 33S10 13081309 33S12 8 CAT At pq tN 1311 33S11 h w _ SEWER MANHOLE 10-110m► SEWER MAIN N w+E February 2018 CIP P s Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 2018 CIPP-MAP 3 ., .. N %14 N CD co r N r � � r N � O co e- r N NO CC r r N 8 23S15 24S-CS41 GLENN LN 12 Ln 24S=CS24 12 12 N N 4S- S25- r N r r r O N r M r CN r N r r N r N M O 1` O O O W GOLF RD r r N N N r r � 23523 W GOLF RD 001 co 0 Q N 1003 1003 T- ?gyp o cv o 0 V- cv N � 24S01 �0Q4 r 24S02� 1005 O PALM DR 00 p r � LU 1007 1006 0 g 1005 1006 0 12 23S28 PALM DR V w m 1007 1008 24S05 w 1101 1008 1009 1010 r 1103 1010 24S06 1011 1012 SEWER MANHOLE 0--0-0- SEWER MAIN v N;, +E February 2018 CIPP s Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 1100 1102 1104 1106 1108 1110 1112 1114 1116 1118 1120 1122 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 2018 CIPP - MAP 4 PALM DR N 1103 1101 22525 1100 22SMWRD61 1105 1103 23S29 1102 1107 1105 1104 1109 1107 1106 W 1111 1109 1108 m 22530 1113 1111 � M `� 1110 22SMWRD05 23533 1115 1113 1112 1201 1115 1114 1203 1117 1116 1119 1118 I 22537 1123 1220 3; SEWER MANHOLE 0--00-► SEWER MAIN CIPP 1205 N W+E 1s 2018 CIPP - MAP 5 32SMWRD02 r v O N 23S36 Cfl O 1�S05 � WlGGOW GN Ln M T. - CD O O O ti ti ti r r r O CD to T" ID 23537 0 z w LU LL 33S02 CD c 1302 M ~ 1305 -8 32S09 130 4 � CATALPA LN O O ti g 32S14 MAGNOLIA LN 0 ti M co ' 32S10 1 1401 SM WRD07 11403 1405 1407 1409 5 1411 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd r .44", -GN 1 r 1402 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 6 THORNWOOD LN SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E February 2018 CIPP s Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 2018 CIPP - MAP 7 M T" ti N N T" O ti 1 N N _O T" C4 _� _M r N N N N �y N N N N O r N r co O rcvcv C4 0 OpN co 10 14 C4 Nr Clq v O � pN r N r 8 24S-CS43 12 ROBIN LN 23S07 24S-CS4 24S-CS39 8 X15 24S-CS10 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 1 N N N N n N N CID 1 N N �y N N � r N O 24S-CS39 8 X15 24S-CS10 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 1 W SUNSET RD 5 24S-CS11 1� 18 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s � r N O r N r co O rcvcv W SUNSET RD 5 24S-CS11 1� 18 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 8 � N O 0 p O O O O 0 V N O r r r r O N r r r r 24S-CS32 1 0 1,8-----'♦ 24S-CS1 12 24S-CS30 12 ^�30� 24S-CS2 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd M 800 r 800 c O M N r 802 r 74 co <� VO 74 ` 24S-CS31 �0 J 804 806 g,0 c v N N NQ r N 806 � 809 Q VOV 24S-CS8 15 24S-CS6 ROBIN LN 811 810 co 15 �24S-CS7 SEWER MANHOLE 0--00-► SEWER MAIN N;, v +E February 2018 CIPP s Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 30 30�� 24 CS S2 00 24S -CS 'a co 24S -C; 1 N r 2018 CIPP - MAP 9 a-15S-CS43 30 25S-CS1 25S-CS38 801 800 803 802 805 804 806 807 $ 809 808 811 810 813 812 815 814 817 816 819 818 315 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 25S-CS3 803 J'o 805 807 J 0 809 U Lu 25S-CS9 811 813 815 817 819 04 18 25S-CS15- 25S-CS14 N W SUNSET RD r SEWER MANHOLE 0--00-► SEWER MAIN CIPP BLV 25S-CS58 :11 F. Z w w cn 25S-CS10 810 812 CN 814 816 818 25S-CS16 2e co r N \b' +E s 2018 CIPP - MAP 10 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s O 900 903 2018 CIPP - MAP 11 904 C) N o c 908 911 813 �- 912 915 c c 814 916 N 815 i c J 816 817 o0 CID N oy o 0o i U � � ccv t� N 818 819 .24S-CS11 C C N 18 r 24S-CS13 W SUNSET RD 18 24S-CS14 O 900 903 902 905 904 900 906 909 908 911 N N 912 915 914 017 916 > J 902 > a i O 0o i U � � O N C C N r N N 904 12 GREENACRES LN 12 24S=OS19 24S-CS20 C 910 co co C N D N 912 ` i 0 N 0o N co O d' N N N 914 SEWER MANHOLE 0--00-► SEWER MAIN February 2018 CIPP Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 901 900 903 902 905 904 907 906 909 908 911 910 913 912 915 914 017 916 0] 2018 CIPP - MAP 12 +•h p0 �n' N 42 16S-CS64M WRD 24 ,� NSN.S63MWRD 16S-CS62MWRD �; 8J 16S-CS85MWRD 16S-CS33MWRD 16S-CS61MWRD 1 �v �P �P 16S-CS65 12 1Z 16S-CS66 r� M 0 16S-CS58 M 3 �Q 16S-CS59 6S- ',S40 O SO O� � s h N 5 � 7 708 709 9 710 711 i N r- 04 N 16S-GS45 J CL O O O N N O 3 r O 0 25S-CS49 12 25S-CS59 12 L -! 12 12 26S-CS54 12 26S-CS66 12 Btv 25S -Ci 6 26S-CS45 26S-CS44 c� I 1 � SEWER MANHOLE v 0--0-► SEWER MAIN N � - E February 2018 CIPP s Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 2018 CIPP - MAP 13 hW � S �S/CS3 9103 6S-CS38 X05 a 700 '03 702 )5 704 07 706 109 708 '11 710 13 712 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 16S-CS39 W HIAWATHATRL M � O 16S-CS43 703 707 16S-CS47 709 N 711 713 SEWER MANHOLE 0--00-► SEWER MAIN CIPP 700 702 704 706 708 710 712 714 N \b' +E s 2018 CIPP - MAP 14 Lo 5001 o 15S-CSi47 w 501 5S-CS46 L 05S81 0 M 403 503 N 505 05SGS01 05S82 5S-CS10 W LINCOLN ST 506 4S-CS2 508 �671 401 400 M 401 15S-CS13 408 0 w 513 0 400 � r 403 410 403 15S-CS6 411 405 404 405 15S-CS4 15S-CS3 406 407 412 407 408 414 Lo 409 409 415 411 410 0 411 408 15S-CS5 412 415 415 416 414 417 Lo 421 420 419 420 18 15S-CS8 15S-CS7 Lo 5001 o 15S-CSi47 w 501 5S-CS46 500 0 M 403 503 502 505 504 507 506 509 508 511 510 513 15S-CS13 408 512 M O co 401 0 M 403 503 405 15S-CS12 507 406 407 510 509 a 511 511 3 c� 408 512 w 513 0 515 0 SEWER MANHOLE 0-00-+►► SEWER MAIN February 2018 CIP P Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 5S-CS6 0 42 15S-CS1 400 401 402 403 404 405 15S-CS12 406 407 510 4 09 511 408 512 515 410 N \b' +E 15S-CS6 411 413 412 414 415 416 417 418 GO WANDO AV 15S-CS9 501 500 503 502 --- z 507 a 15S-CS12 508 509 510 511 512 515 N \b' +E s 9 1 3 i 7 9 1 3 5 7 9 1 ;3 ;5 2018 CIPP - MAP 15 404 I + 416 17s I Sts 418 420 N 17S-1 �_ N T- �+v 4UU 411 410 .514 413 412 415 414 417 416 510 418 421 420 423 422 W SHA BONEE TRL 17S-CS22 501 500 502 503 504 505 506 507 508 509 510 512 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd NZ 17S-( N 17S - C14 r 501 r 0 503 : IFV4 408 410 412 414 416 418 420 10 E SHA Bo NEE TRL 18S-CS5 500 504 N 506 510 2018 CIPP - MAP 16 407 408 409 410 418S-CS10 411 412 413 414 415 416 417 N 418 419 0 F- U) Z 0 U) w W 2 W U) I, 18S -C N T - 24 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd N T- 18S-CS4 3 (n 24 18S-CS6 SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s 2018 CIPP - MAP 17 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd SEWER MANHOLE N 0--00-► SEWER MAIN W V E CIPP s 2018 CIPP - MAP 18 611 606 609 i 608 18S cn LU 613 608 a � o m o O N 18S14 18S15 8 18• 18S42 18.S1'6S41 Q c 0 r- •- o N o N 1_8SM WRD 18S 4� 1'8S44 �8 O 182S0 N 00 18S45 800 10 609 608 ocn 610 613 N co N O 614 21 CD _j 802LU CL N LU roc en 805 fA 18S 4� 1'8S44 �8 O 182S0 N 00 18S45 800 10 609 608 611 610 613 612 co 615 614 21 O 802LU CL 0 N 805 Fe M FR�Sy' O CD O M M RF F807 8S13 cn cn J 0 0 m U co co 18S22 18S24 N c Obi �O ��18$23 18S28 N N 0o Sq �Oh 18S29 18S31 �y O V ryO� M M O 0 o U Q �+ 0 18S46 � � N 8 �O Ory ao 18S32 18SMWRD03 71318S30 O^ �o�` • X22 � 00 Fy'q loco 715 To ti �O^ �'gT,sq loco R< 18S35 717 ^O 18S33 � c O co 0 0 o Oh 18,S34 cn 719 N N N N N M �^ 0 312 = 18S37 18538 8 18S39 18S40 0 cn E LONNQUIST BLV 801 800 co 803 804 N 803 802LU CL 803 ao 805 cn 804 805 807 806 F807 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 802 co WI J YZ 804 28SO4 801 800 co 803 804 U) J 0 0 S U U) U) SEWER MANHOLE v0-00-+►► SEWER MAIN «, +E CIPP s 2018 CIPP -MAP 19 815 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 6 21 901 903 905 907 909 911 913 915 917 919 921 E GOLF RD SEWER MANHOLE 0--00-► SEWER MAIN CIPP m. .0 904 906 co 908 910 1 12 912 914 916 918 15 920 F- U) Z W 0 U) N W+E 1s 2018 CIPP - MAP 20 100 `"' 900 903 102 902 905 104 30S09 904 )06 LU W ' 907 906 909 108 911 N CD 908 )12 0 0 CD GOLFVIEN► DR 8 - 9 1 4 30;12 OO CO 00 co February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 30S10 J CL w LL J 0 0 30S13 M O r O O dm E GOLF R° SEWER MANHOLE 0--00-► SEWER MAIN CIPP 901 ON OR 907 30;14� February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 2018 CIPP - MAP 21 1 C 26S-CS32 26S-CS58 26S-CS42 26S-CS41 SEWER MANHOLE 0--00-► SEWER MAIN CIPP aK 915 917 NUl 4ftfj 4 91 91i 2018 CIPP — MAP 22 909 N 911 26S -C; 913 co w LID LID N C LID LID LID O Lo K, C 9 �Ym 26S-CS37 15 of 26S-CS36 12 26S-CS38 26S-CS59 W GOLF RD February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s 2018 CIPP - MAP 23 133 134 h 133 p O O 03S15 O 0 O O 205 r 207 208 35 210 211 212 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd G`-eve,N N, 03S23 M r 203 205 207 209 211 301 03S49 co 303 SEWER MANHOLE 0--00-► SEWER MAIN CIPP c 132 r 04S24 g c 200 M r 214 216 218 304 306 a 0 z LU Y N ~ p O O 205 206 207 208 209 210 211 212 0 03S24 213 300 co 302 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd G`-eve,N N, 03S23 M r 203 205 207 209 211 301 03S49 co 303 SEWER MANHOLE 0--00-► SEWER MAIN CIPP c 132 r 04S24 g c 200 M r 214 216 218 304 306 a 0 z LU Y N 2018 CIPP - MAP 24 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd W HENRY ST N-CS34 103 101 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 12 5S-CS3 8 WHITEGATE CT 05S03 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 2018 CIPP - MAP 25 W CENTRAL RD N 8 8 5S-CS4-5S-C-S5 6S -C c� 05SO4 Lo M ti ti t to 101 SEWER MANHOLE 0--00-► SEWER MAIN CIPP Do-%,oI Q 1' 6S-CS73- J Q r W LC a 8 00 5 6S-CS9 9 11 N 13 15 6S-CS1517 19 N 21 r N O Lo 6S-CS21 N 101 6 8 10 12 14 m 16 18 20 O O ti 22 101 SEWER MANHOLE 0--00-► SEWER MAIN CIPP Do-%,oI Q 1' 6S-CS73- J Q r W LC a 8 00 5 6S-CS9 9 11 N 13 15 6S-CS1517 19 N 21 r N O Lo 6S-CS21 N 101 J l� 7S-CS64i a cn 7S-CS25 N 11� N r 4 T N r February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 2018 CIPP - MAP 26 N 7S-CS75 7S-CS76 NK W J _J W �oRT y�FST � yh'1- ,it M O M N N M 7S-CS22 12 W BUSSE AV 4 r ts SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 27 LID 0ti 117 0 8S-CS23 119 r? coo r 8S-CS24 00 121 2 � $ 8S-CS123 r2 3-CS124 8S-CS25 O 8S-CS26 FNo 8S-CS122 RThy,FS ,�`L \ Th�h,8S-CS34� February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 8S 207 Q m 8S-CS63 U D r 0 O r pw SEWER MANHOLE 0--00-► SEWER MAIN CIPP S NV N M r r 8S -I .S27 8S-CS69 1;, cn N ' nn..6S-CS18 2018 CIPP - MAP 28 C 0 N D 2 6S-CS13 :� Lu cn 7S-CS11 [�O h�h,Fsr \ ti 7S-CS13Av 7S-CS13 W BUSSE AV 100 6S-CS70 102 104 106 108 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 7 BAR \ �Sp \ y F le N SEWER MANHOLE 0--00-► SEWER MAIN CIPP 10 7S-CS92 �o S-CS93 to.1 7S-CS91 Ao 0 \ _v 7S-CS21 I; 7 7S-CS64 o� IV E GREGORY ST N T N T" 3N-CS1 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 2018 CIPP - MAP 29 W GREGORY ST 15 �4N-CS2 15 4N-CS1 J m 2 H Q U Q r 0 0 313 311 310 SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s 2018 CIPP - MAP 30 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 31 110 U 108 106 104 102 100 W HENRY ST Q lu w LL February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE 0--00-► SEWER MAIN CIPP M O 20 UQ LU Q. a0 Nz oQ a. 2 M r N me U WASNTo 12 5N-CS48 2018 CIPP - MAP 32 1 I VV k5N-CS 21 57 21 5N-CS44 W HENRY ST 5N-CS43 J P O T NM LID � � Q 0 LID 18 TO co O O N C O .qT 1T 1T qT 41 1T 12 5N-CS49 r ANO �ti Rry� O� February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 9 10 9 N N N 5N-CS60—5N-CS54 W CENTRAL RD o co SEWER MANHOLE 0--00-► SEWER MAIN CIPP 21 19 ITA r�1 I VV -CS31 6N-C;S31A F. 18 6N-CS42 0 1p- 6S-CS3 N' N \b' +E s 12 5N-CS49 r ANO �ti Rry� O� February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 9 10 9 N N N 5N-CS60—5N-CS54 W CENTRAL RD o co SEWER MANHOLE 0--00-► SEWER MAIN CIPP 21 19 ITA r�1 I VV -CS31 6N-C;S31A F. 18 6N-CS42 0 1p- 6S-CS3 N' N \b' +E s 2018 CIPP - MAP 33 12 6N 10 8 0 M g N 4 2 6N-CS41 0 21 6N-CS44 21 6N-CS43 W CENTRAL RD 7S-CS1 18 7S=C M � O N (V �y 6S-CS7 18 7S-CS9 4 6S-CS77 'a F cn d' 00 = JL 21 6N-CS45 18 7� -CS2 15 0 i� ' 7S -C$62 N 7S-CS67 P 7;S-CS66 N W 10 c N 6S-CS13 7S-CS65 7S-CS12 7S-CS11 to �vtioory " February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd is-c:saz co 2j��O 93 7S CS91 �� SEWER MANHOLE 0--00-► SEWER MAIN CIPP 2018 CIPP -MAP 34 17 15 13 11 N-CS39 9 7 5 3 N-CS48 1 ;N-CS46 7S_t^S� W CENTRAL RD . _ 40-2 6N -C N r N T- 17N-CS30 IN 1 V7N 1 -CS38 7N-CS39 � 12 E CENTRAL RD February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 20 1 I� 7S-CS141 N r 7S-CS15 N 24-7S-CS81 7S-CS8�3i.o S827r ccRR 77$=CS85'S-CS86.CS19 'n 34 � Z a 12 7S -+S23 SE AV `ID 108 r 110 N r NZI NoFry�FSr F ti�yy ti�yc� 2018 CIPP - MAP 35 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd SEWER MANHOLE N 0--00-► SEWER MAIN W+E CIPP 1Vs-/ 2018 CIPP - MAP 36 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 220 222 300 9S-CS33 00hti 9S-CS22 2018 CIPP - MAP 37 221 222 221 N � 223 224 223 9S-CS17 9S-CS18 t E MILBURN AV 9 co r-, '011 303 305 07 9S-CS19 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd ][1IC 302 304 306 308 SEWER MANHOLE 0--00-► SEWER MAIN CIPP 301 303 305 307 9S -C S20 309 311 313 315 317 N r I 9S-CS23 2q N \b' +E s 210 Lo 10S- 212 214 216 CN 218 10 220 CD 222 �$ 2018 CIPP - MAP 38 1OS-CS26 300 302 N 304 306 1OS-CS37 N r 308 los 310 312 314 luu N r Tl OS-CS23 211 215 217 N 219 221 223 E MILBURN AV 1 OS-CS27 301 300 C' S22 211 302 305 213 212 215 214 217 216 219 218 221 220 223 222 1OS-CS26 300 302 N 304 306 1OS-CS37 N r 308 los 310 312 314 luu N r Tl OS-CS23 211 215 217 N 219 221 223 E MILBURN AV 1 OS-CS27 301 300 303 302 305 304 307 306 .6s28 309 308 311 310 313 312 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 301 303 305 N 307 309 311 313 1OS-CS29 315 a I 315 SEWER MANHOLE N 0--00-► SEWER MAIN W+E CIPP 1Vs-/ 2018 CIPP - 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MAP 48 507 506 I 507 506 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd SEWER MANHOLE 0--00-► SEWER MAIN CIPP N W+E s 2018 CIPP - MAP 49 14N-CS2 'a LU W LL2. 14N -CS W KENSINGTON RD 719 718 717 716 715 714 713 712 711 710 Cfl Cfl Cfl 706 705 14N-CS2 'a LU W LL2. 14N -CS W KENSINGTON RD 719 718 717 716 715 714 713 712 711 710 6 709 14N -CSA 708 707 706 705 704 703 702 701 700 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 'a w 718 717 716 715 O 713 712 711 710 709 14N -CSE 70814NI 707 706 705 ~ 703 N 701 700 U Iq Iq I W a N w 22N62 14N-CS3 F. w O Z a U W a co O a W KENSINGTON RD 14N-CS4 719 718 717 716 715 714 713 712 711 710 709 14N -CSE 70814NI 707 706 705 704 703 702 701 700 S9 'a SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 50 22N2I0 22N22 co 22N21 22N26 �o �P Q- 00 01 ° �'� 22N29 ti0� 22N28 to O 22N27 � ��� ��� �O 0 �oSQo P, 22N34 P� � Q� 0 p 000 �J tk0�v 22N39 22N37 930 22N38 429 4 a24 24 425 4 922 20 918 421 I A A SEWER MANHOLE 0--0-► SEWER MAIN February 2018 CIPP Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd L� 22N35 22N40 23NMWRD02 22N35A 22NLS01 SQ 'by3 N \b' +E s 2018 CIPP - 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J W Q z � r r i a 1 a 18 AN- -I NN -C4 18 3N-CS43 15 W CENTRAL RD q* N O O CD O r co O O O O N O O O O p O O d' O N p 00 O p q*r M M M M M M N N N O 04 p CD r r r r r r r r r r 03S05 04S01 8 04S02 04S03 � M O O r r r � 104 106 108 110 112 114 03SO z J m m 0 m W BUSSE AV 101 M co M N N N N February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 103 102 co 103 a 105 104 105 04S07 106 w 107 107 Y co 109 108 109 110 111 111 113 112 113 0 SEWER MANHOLE 0--00-► SEWER MAIN CIPP 102 104 106 108 110 I 112 11 0 1 a V 3 co 04S08 V 109 111 04S12 113 N W+E 1s 1106 1108 1110 1112 1114 1116 1118 1120 1122 1124 1126 10 2018 CIPP - MAP 54 1105 ' 11 1107 11 1109 11 1104 1106 1108 1110 1112 1107 1109 1111 1113 1115 1114 1117 1116 1119 1118 1121 1120 1123 1122 1125 1124 1105 ' 11 1107 11 1109 11 1123 1 1' WILLOW LN 32S02 12 32S03 No --T SEWER MANHOLE N 0--0-0- SEWER MAIN W+E February 2018 CIPP 1Vs-/ Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 1111 11 0 1113 1, 0 O O 1115 11 W U 11 1117 1119 1 1121 11 1123 1 1' WILLOW LN 32S02 12 32S03 No --T SEWER MANHOLE N 0--0-0- SEWER MAIN W+E February 2018 CIPP 1Vs-/ Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 2018 CIPP - MAP 55 216 214 212 210 208 206 Ana February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 5N-CS21 5N-CS22 5N-CS56 5N-CS23 Do 5N-CS27 217 215 213 211 209 207 205 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 404 320 402 318 317 cc 400 314 313 �C, 320 3106N 318 308 316 M' 314 312 a 310 �y 6N S61 308 306 cc M 2018 CIPP - MAP 56 `*"o 404 J 1'5N- 403 402 401 40015N 15N-CS82 W GREGORY ST N-CS62 15N -i 6N -C": February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 321 320 319 318 317 316 315 314 313 312 60 311 3106N 309 308 307 306 SEWER MANHOLE 0--00-► SEWER MAIN CIPP SFV:. 403 5N-CS67 40 -CS91 32' 31! 311 31! 31; 31 'S66 2018 CIPP - MAP 57 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 321 320 319 318 317 316 10 315 314 313 312 311 310 309 30E 14 303 301 SEWER MANHOLE 0--0-► SEWER MAIN CIPP 300 300 2018 CIPP - MAP 58 3N -CS I5 13 ril 11 N d-CS38 C 'a J 0 3 z LU Y Z O d V� C N 0 V� To 18 2N-CS22,�18 3N-CS41 18 W CENTRAL RD February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s OW Q Q O OD Q M M M M M M N N r r TOM TOM TOM TOMr— r February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s 2018 CIPP - MAP 59 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 00 00 �co 1 903 905 907 gq 911 SEWER MANHOLE 0--00-► SEWER MAIN CIPP 913 915 9 0; ml I ml 91 9' 91 2018 CIPP - MAP 60 qI* N p 00 to p p CD CD _O CD CD CD NN N M M M N N N N TTm Tm r r � 12 24S-CS33 12 1`8 14S02 1'8 18 24S-CS38 24S-CS34 r Lo M p ti Lo O N r r p N N N N N N N r � DOvo-cc V Nr cv O vo-cv r N -o Co Q co SEWER MANHOLE 0--00-► SEWER MAIN v N;, +E February 2018 CIPP s Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 2018 CIPP - MAP 61 N 0Clq O N c r- 806 15 2dS-CSF ROBIN t ►u 18 —24S -CSI • �t ON NCD `4 818 18 W SUNSET RD 809 N a J N c r- 814 r N O r � 18 —24S -CSI • �t ON NCD `4 818 18 W SUNSET RD 809 N a J Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 811 7 813 �co 817 ILO I 901 N 900 O � N N r SEWER MANHOLE 0--0-► SEWER MAIN February 2018 CIPP Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd 811 7 813 �co 817 ILO I 901 2018 CIPP - MAP 62 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd a a J J W a 9 5�P 3`� 16S -C �co 417 419 19 / \�4747 42� S O? so 7 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 63 402 It 400 " Lo 66 16N-CS58-j 66,116N-CS50 66 7N-CS60 7N-CS58TT7N-CS59 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd -CS 00 71 I* N SEWER MANHOLE v 0--00-► SEWER MAIN «, +E CIPP s 2018 CIPP — MAP 64 12 24 E G-EGORY ST o]L1,6N-CS46 66 16N-CS45 16N-CS47 72 February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 7N -CS 00 7N N 311 310 309 30f 307 306 305 304 303 30A'rd 301 30( 7N-CS45 72 SEWER MANHOLE N 0--00-► SEWER MAIN W+E CIPP 1Vs-/ 415 417 419 2018 CIPP -MAP 65 414 415 416 417 GO W ANDD AV 15S-CS9 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 5 5( '41 5( 51 51 '4� 501 M 0 500 503 503 502 co 505 506 507 507 509 508 15S-CS12 509 510 511 11 5 512 513 515 �. . SEWER MANHOLE ►--�► SEWER MAIN February 2018 CIP P Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd 5 5( '41 5( 51 51 '4� 2018 CIPP - MAP 66 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 67 M 6S-CS68 i f'J February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd E. cn x J W cn O to 30 6S-CS67 6S-CS66 301 303 305 307 311 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s (n J W N N O �D 6S-CS52 W MILBURN AV E. cn x J W cn O to 30 6S-CS67 6S-CS66 301 303 305 307 311 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 2018 CIPP - MAP 68 February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd los-csio KI i 7 15 SEWER MANHOLE v 0--00-► SEWER MAIN N;, +E CIPP s 42 1 N T- 0 to 2018 CIPP - MAP 69 6S-CS65 S N ti 4 17S-CS9 4 25 427 tn 429 431 433 17S-CS13 435 r All February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd Lo F- U) W Z a U) 31 31 311 7S-CS59 7S-CS60 �� S ELMHURST RD 24 17S-CS4 15 17S-CS5 4( o406 406 v, wCD N �. 4( i i Ain SEWER MANHOLE 0--00-► SEWER MAIN CIPP 4 7S-CS14 N 4 313 310 N 313 312 6S-CS58 315 314 317 316 N 319 318 21 ce rec13 6S-CS65 S N ti 4 17S-CS9 4 25 427 tn 429 431 433 17S-CS13 435 r All February 2018 Printed by JJP/PW F:1ProjectslCASEY120181CIPPICIPP2018.mxd Lo F- U) W Z a U) 31 31 311 7S-CS59 7S-CS60 �� S ELMHURST RD 24 17S-CS4 15 17S-CS5 4( o406 406 v, wCD N �. 4( i i Ain SEWER MANHOLE 0--00-► SEWER MAIN CIPP 4 7S-CS14 N 4 M 7S-CS22 2018 CIPP - MAP 70 7S-CS83 N CD M MN W BUSSE AV 12 7S-CSS87 1 U 7S GS89 �S-CS817S-CS19 CS86 z February 2018 Printed by JJP/PW F:\Projects\CASEr20l8\CIPP\CIPP2018.mxd SEWER MANHOLE 0--00-► SEWER MAIN CIPP N S23 N V.. 9 Mount Prospect Mount Prospect Public Works Department n/ INTEROFFICE MEMORANDUM TO: ACTING VILLAGE MANAGER DAVID STRAHL FROM: DIRECTOR OF PUBLIC WORKS DATE: AUGUST 6, 2015 SUBJ: 2015 COMBINED SEWER SYSTEM EVALUATION STUDY BACKGROUND In 2004, the village conducted a combined sewer system evaluation study (CSSES). This study was performed by consulting engineer, Baxter & Woodman of Crystal Lake, Illinois. It identified almost $15 million worth of combined sewer repair work including manhole rehabilitation, pipe replacements and pipe lining. 260,000 feet of combined sewer pipe was assessed during this project. Repair work was further prioritized and categorized as follows: • Approximately 8% of the pipes were in severe structural condition (Grade 5). The report recommended that repairs be completed within one (1) to two (2) years. The estimated cost to repair sewers in this classification was $2,481,600. • 10% were in poor structural condition (Grade 4). Completed repairs were recommended within the next three (3) to four (4) years. The estimated repair cost for sewers in this classification was $2,548,000. • 20% had moderate structural defects (Grade 3) requiring rehabilitation within the next five (5) to ten (10) years. The estimated repair cost for sewers in this classification was $5,240,000. • 34% had minor structural defects (Grade 2) that did not require repairs. However, the report recommended these pipes should be periodically re-examined to assure that noted defects do not worsen. The estimated cost to repair these defects was $4,158,000. • 24% were in very good condition (Grade 1). No discernable defects were observed. No repairs were recommended. To date, the bulk of the major defects (all of Grades 5 and 4, with a portion of Grade 3) have been corrected. The remaining pipe was identified in 2004 as being of low to moderate risk (Grades 1 to 3). Page 2 of 3 2015 Combined Sewer System Evaluation Study August 7, 2015 The funding mechanism for combined sewer rehabilitation work has been a $5 per month charge to each water/sewer customer; generating approximately $800,000 per year. This fee was initiated in 2006 and is set to expire in 2016. On August 5, 2014, the Village Board awarded a sewer televising contract to Visu-Sewer Illinois, LLC of Bridgeview, Illinois in the amount of $404,706.67. The purpose of this project was to gather observations necessary to assess the current condition of unimproved combined sewers. Televising work included 190,600 lineal feet of unimproved combined sewers that were initially ranked in the lower risk categories (Grades 3, 2 and 1). It also included a quality control examination of approximately 10% of the combined sanitary sewer segments that have been lined since 2006. On October 7, 2014, the Village Board awarded an engineering contract to Baxter & Woodman to re -assess the condition of sewers televised by Visu-Sewer. This award was in a not -to - exceed amount of $112,400. Baxter & Woodman utilized the Pipeline Assessment Certification Program (PACP) protocols to assess and codify observed defects. The PACP protocols are a national standard developed by the National Association of Sewer Service Companies (NASSCO). The Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) recently required all sewer pipe assessment to be performed in accordance with this standard. Although PACP terminology differs from the nomenclature utilized in the 2004 combined sewer study; the prevailing logic is similar. Consequently, there is a high degree of correlation between the two reports (a Grade 4 sewer in the 2015 study looks like a Grade 4 sewer in the 2004 study). This memorandum transmits an abridged version of Baxter & Woodman's 2015 Combined Sewer Televising Condition Assessment final report. The complete report, including appendices, can be found on the Village's website (www.mountprospect.org). DISCUSSION Baxter & Woodman evaluated over 500 hours of sewer main inspection video (approximately 209,000 feet of sewer mains). They identified $15,460,000 worth of sewer repairs. Most pipe can be repaired utilizing cured -in -place -pipe (CIPP) technology. Very few segements require complete pipe removal and replacement. Generally, about one-third of the sewers categorized as Grade 1, 2, or 3 in the 2004 combined sewer study have degraded to Grade 4 or 5 sewers. More specifically, 12% of the sewers televised fall into the Grade 5 category ($3,337,000), 20% fall into Grade 4 ($4,562,000), and 22% are Grade 3 (7,561,000). Page 3 of 3 2015 Combined Sewer System Evaluation Study August 7, 2015 Additionally, 11 % were Grade 2 and 35% were Grade 1 or Grade 0. Grade 2 sewers do not require work at this time but continued monitoring is recommended. Grade 1 and 0 pipes are in good or very good condition and do not require any repairs. None of the previously lined sewers inspected (18,000 feet) displayed any defects and all were in good condition. The continued degradation of sewers is anticipated. Generally, sewers pipes have a 50 -year design life. Most of the Village's combined sewer system was installed between the 1920s and 1950s. As such, all of the these pipes are over 50 years old and some are approaching 90 years of service. RECOMMENDATION Staff recommends continued accelerated rehabilitation of sewer pipes in the combined sewer area at a pace of $800,000 - $1,000,000 per year. However, a key component to funding this level of sewer rehabilitation is the Sewer Infrastructure Fee ($5/month per sewer service line). As noted previously, this fee generates approximately $800,000 in revenue and is slated to sunset in 2016. Continued accelerated combined sewer rehabilitation without this funding source does not seem feasible given other capital and operating demands on the existing water/sewer user rate structure. Staff seeks direction from the Village Board regarding the disposition of the Sewer Infrastructure Fee. Please present this matter for the Village Board's consideration at the August 11, 2015 Committee of the Whole meeting. Appropriate staff, along with a representative from Baxter & Woodman will be available to present the report and facilitate discussion. Sean P. Dorsey CC: Deputy Director of Public Works Jason Leib Water/Sewer Superintendent Matt Overeem Administrative Superintendent Kristina Jakupovic C:\Users\sdorsey\Desktop\2015 CSSES FINAL REPORT TRANSMITTAL.docx of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment I (If"111,11", B A X T E W 0 0 D M A N I'l "I (I 'I Irl c), I 'I c"', e r 11616,111", www.baxterwoodman.com Final Report August 2015 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment TABLE OF CONTENTS Section Page No. EXECUTIVE SUMMARY..................................................................................................................................................7 INTRODUCTION................................................................................................................................................8 1.1 General..................................................................................................................................................8 2. PREVIOUS EVALUATION (2002)................................................................................................................9 2.1 Background.........................................................................................................................................9 2.2 Methodology .......................................................................................................................................9 2.2.1 Asset Survey........................................................................................................................9 2.2.2 Asset Attribute Information.......................................................................................10 2.2.3 Closed Circuit Television (CCTV) Inspection......................................................10 2.2.4 Hansen Asset Management Software....................................................................11 2.2.5 Condition Grades............................................................................................................11 2.2.6 Rehabilitation Methods...............................................................................................12 2.2.7 Previous Recommendations......................................................................................12 2.2.8 Previous Project Funding............................................................................................13 2.2.9 Rehabilitation Work Completed to Date...............................................................13 3. 2015 EVALUATION.......................................................................................................................................15 3.1 General...............................................................................................................................................15 3.2 Hansen Rating System.................................................................................................................15 3.3 Recommended Repairs................................................................................................................16 4. REHABILITATION SCHEDULE..................................................................................................................17 S. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS.........................................................18 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTER] d' ANi m LIST OF TABLES Table Page No. 1 Total Project Cost by Sewer Grade............................................................................................................7 2 Condition Grades...........................................................................................................................................11 3 2002 - Total Project Cost by Grade.........................................................................................................13 4 Sewer Rehabilitation Annual Costs........................................................................................................14 5 2002 Sewer Rehabilitation Completed Recommendations.........................................................14 6 2015 Evaluation Project Costs - Categories 3, 4 and 5...................................................................16 LIST OF FIGURES Figure Page No. 1 Structural Pipe Grade Totals - 2002.......................................................................................................18 2 Structural Pipe Grade Totals - 2015.......................................................................................................19 3 2002 Pipe Segment Grade 1...................................................................................................................... 20 4 2002 Pipe Segment Grade 2...................................................................................................................... 21 5 2002 Pipe Segment Grade 3...................................................................................................................... 21 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTE D 0CI D N A fl LIST OF APPENDICES Appendix Structural Codes 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number LIST OF EXHIBITS Exhibit A 2015 Study Area Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTE D 0CI D N A fl ABBREVIATIONS CCTV - closed circuit televising CIP - Capital Improvement Plan CIPP - cured -in-place pipe ESRI - Environmental Systems Research Institute, Inc. GIS - Geographic Information System GPS - Global Positioning System ID - identification MH - manhole MWRDGC - Metropolitan Water Reclamation District of Greater Chicago NASSCO - National Association of Sewer Service Companies PACP - Pipeline Assessment Certification Program PVC - polyvinyl chloride RCP - reinforced concrete pipe VCP - vitrified clay pipe MH - Manhole Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTE D 0CI D N A fl DEFINITIONS Water other than wastewater that enters a sewage collection system (including sewer service connections) from the ground through such sources as defective pipes, pipe joints, connections, or manholes. Infiltration does not include, and is distinguished from, inflow. �R Water other than wastewater that enters a sewage collection system (including sewer service connections) from sources such as roof leaders, cellar drains, yard drains, areadrains, foundation drains, drains from springs and swampy areas, manhole covers, cross connections between storm sewers and sanitary sewers, catch basins, cooling towers, storm water, surface runoff, street wash waters, or drainage. Inflow does not include, and is distinguished from, infiltration. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTE D 0CI D N A fl EXECUTIVE SUMMARY The Village of Mount Prospect owns and operates a combined sewer system that was constructed between the 1920s and 1950s. In 2002, the Village began a comprehensive evaluation of the system which included a field survey to locate all manholes, catch basins and inlets; and televising of the sewers. Each sewer segment televised was evaluated using a structural grading system developed from the Village's Hansen asset management software. Each sewer segment was assigned a condition grade from one to five, with five being the worst A prioritized multi-year rehabilitation program was then developed to be used as a roadmap for future repairs. That evaluation led to an annual combined sewer rehabilitation program beginning in 2006. From 2006 through 2013, approximately $7.43 million has been spent rehabilitating all of the Grade 4 and 5 sewers, as well as a portion of the Grade 3 sewers. In 2015, the Village commissioned another program to re -televise all of the sewers that have notbeen rehabilitated to determine their current conditions. This latest evaluation determined that significant deterioration of the sewers continue. Approximately 32% of the sewers fall into the Grade 4 and 5 categories, and another 22% in the Grade 3 category. The Grade 5 sewers require rehabilitation within one to two years, Grade 4 within three to four years, and Grade 3 within five to ten years. The majority of the structural defects can be rehabilitated by lining the sewers with cured - in -place pipe (CIPP). In most cases, CIPP can be installed without excavation, although a few combined sewers will require excavation and replacement of a section of pipe prior to CIPP installation. Approximately 18,000 feet of previously lined sewers were also televised to ensure the reliability of the rehabilitation technology. The review showed that all of the previous CIPP repairs televised remain intact and in good condition. This is to be expected since CIPP repairs are designed for a minimum 50 -year service life. Table 1 presents the estimated total project costs for all the recommended rehabilitation work including contingencies and engineering design and construction fees. TABLE 1 Total Project Cost by Sewer Grade 2015-2017 2018-2019 2020-2030 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 $ 3,337,000 $ 4,562,000 $ 7.561.000 $15,460,000 lI IIT II',9i�00 DNAN kq" 1. INTRODUCTION The Village of Mount Prospect, Illinois is located approximately 22 miles northwest of downtown Chicago in Cook County. The Village encompasses an area of approximately 10.37 square miles. The 2010 Census reported the Village's population as 54,167. Like many older Illinois communities, portions of the Village's sanitary sewer system include combined sewers (sewers designed and constructed to collect and convey both sanitary sewage and stormwater runoff). The combined sewer system was constructed between the 1920s and 1950s and consists of approximately 260,000 feet of combined sewers ranging in size from 8 -inch diameter sewers that serve residential streets to 72 -inch diameter interceptors that convey flow to the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) interceptor sewers. The system is located in the central portion of the Village bound approximately by Kensington Road to the north, Mount Prospect Road to the east, Golf Road to the south and Busse Road to the west New construction of this type of sewer is no longer permitted and separate sanitary and storm sewers are currently required. The pipe material consists primarily of vitrified clay pipe (VCP) and reinforced concrete pipe (RCP). There is also a small quantity of ductile iron and polyvinyl chloride (PVC) truss pipe. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 SAVE OODNAN We •tll 1 1 In the early 2000's, the Public Works staff uncovered some combined sewers that were in need of rehabilitation. Because the system was nearing the end of its expected life cycle of 50 to 75 years, the Village decided to undertake a comprehensive evaluation of the entire combined sewer system in 2002. This consisted of the following: • Perform an Asset Survey to collect attribute information for all inlets, catch basins, manholes and mainline sewers. • Clean and perform closed circuit televising (CCTV) of approximately 260,000 feet of combined sewer. • Enter the observations of each inspection into the Village's Hansen asset management software. • Assess the structural condition and generate an objective, numerical defect rating of each sewer segment televised using the Hansen software rating system. • Development of a prioritized rehabilitation program based on the structural ratings including expected costs for each repair. • Provide the Village with an asset inventory of the combined sewers system through a Geographic Information System (GIS) and Hansen Asset Management Software. 2.2 Methodology 2.2.1 Asset Survey An asset survey was conducted to obtain spatial coordinates for all of the combined sewer structures in the study area. The asset survey served as a base for the GIS generated as part of the project and provided the list of combined sewers for CCTV inspection. A Trimble® GeoX hand-held Global Positioning System (GPS) unit was used to collect GPS -based data. This unit was used strictly to collect spatial data (coordinates). Where spatial data collection with GPS was not feasible (due to excessive tree cover or other canopy), a Sokkia© Total Station with an SDR33 data collector was utilized. Spatial data was downloaded from the collection devices into Trimble's® GPS Pathfinder Office, where it was exported into an Environmental Systems Research Institute, Inc. (ESRI) "shapefile" for GIS importation. Northing, easting, and elevation and structure identification (IDs) were obtained for a total of 3177 structures in the study area. Structure ID numbers were recorded as an attribute for each structure that was surveyed. Combined sewer manhole IDs were assigned using the following naming convention: X -CS, where X is the section number from the Village's existing utility atlases and CS is the specific combined sewer manhole within each section. For example, "8S-CS5"is the name for combined sewer manhole Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 SAVE 00DNAN "S" on section "8S" of the Village's utility atlas. Inlets and catch basins are numbered sequentially (starting at one) and are referenced to the manhole (MH) to which they are tributary. For example, "8S-CSS-IN1812" is the name for combined sewer inlet "1812" (which is tributary to "MH 8S -CSS"). Where available, manhole IDs from Mount Prospect's existing combined sewer atlas were used. Where no existing manhole ID was available, one was assigned by the survey crew. Asset attribute information was collected for each structure surveyed. Attributes recorded include structure type, materials of construction, inlet and outlet pipe information (locations, material and diameter), direction of flow, and rim to invert depth information. Asset attribute information was collected for inventory purposes and was added to the GIS database. CCTV inspection is utilized to assess the condition of the sewer lines. A specially designed camera is inserted into the sewer and used to visually inspect the interior of the sewer. The camera is either pulled through by a winch at the downstream manhole, or it is mounted to a self-propelled, remote controlled "crawler". In order to effectively determine the structural condition of the pipe with CCTV inspection, the majority or the interior of the pipe needs to be visible during inspection. Where required, debris and roots are removed prior to televising using a high powered water jet (jetting). Also, in sewers where the water level is high enough to submerge the camera, the water level is lowered by using the jetter ahead of the camera (effectively "pushing" the water out of the way). The CCTV camera is equipped with lights and is capable of rotating 360 degrees to observe the entire interior of the sewer. As the camera is guided through the pipe, the operator notes the location of any structural defects that are observed as well as the locations of service laterals, root intrusions, pipe size or material changes, and buried manholes. These items are cataloged for later use when assessing the structural condition of the sewer. The CCTV inspection is recorded in both VHS and DVD formats. Written inspection logs documenting the inspection and operator observations accompany the CCTV inspection videos. An office review was conducted for each CCTV inspection and inspection log. The location (in terms of number of feet from the upstream manhole) and severity of each structural defect was identified and a defect code was assigned. The televising revealed a wide range of construction materials. The majority (96%) of the combined sewers is constructed of either VCP or RCP. The remainder of the sewers (4%) is constructed of either ductile iron or PVC pipe. All of these are common construction materials for both sanitary and combined sewers, although some materials (such as VCP) have been used less frequently in recent years. Each material has advantages and disadvantages to its use. One of the main disadvantages of VCP pipe is that it is very brittle. Incorrect installation and trench settlement often result in cracked or shattered pipe. One of the main disadvantages of RCP pipe is that it is susceptible to hydrogen sulfide deterioration, which reduces the wall thickness (and, therefore, strength) of the pipe. Village of Mount Prospect, Illinois �UIM 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi N00DNAN The Village of Mount Prospect currently uses Hansen Asset Management Software to track and manage portions of its infrastructure. The software stores data for each asset including construction material, date of installation, and inspection and maintenance records. It has built in functions that allow a municipality to prioritize and track maintenance of infrastructure. Asset survey and inventory data collected in the field was compiled and used to populate the Hansen database for the combined sewer system. In addition, CCTV inspection data was manually entered for each combined sewer using the established defect codes. Each code was assigned a structural defect value that allowed the software to calculate a numerical "structural defect rating". Hansen allows the user to input many different categories of defects including infiltration/inflow (clear waters entering the sewer); root intrusion; joint condition; debris accumulation; service lateral type and condition; pipe misalignments; cracked pipe; and structural failures. There are several defect codes within each Grade, and each code has an associated defect value. Based on the type and number of defects entered, Hansen calculates four defect ratings for each sewer segment: structural rating, root rating, infiltration/inflow rating, and an overall rating. The overall rating is calculated from a weighted average of the other three ratings. In general, the more severe and numerous the defects are, the higher the rating. The previous study focused on the structural condition of the combined sewers, and; therefore, only the structural rating was considered significant The root and infiltration/inflow ratings are significant only from a maintenance perspective. After the sewer observation codes were entered into the Hansen software, a condition grade was assigned to each individual sewer. The overall condition grades are defined in Table 2 below. TABLE 2 Condition Grades Sewer segment in severe structural condition with sections of deformed or collapsed pipe. Sewer segment in very poor structural condition with sections of shattered and broken pipe. Sewer in poor structural condition, with many sections of cracked or fractured pipe. Sewer in good condition with only minor defects. Sewer in very good condition. Rehabilitation for Grade 5 sewers were recommended for repair within one to two years. Grade 4 sewers were recommended for repair within three to four years. Grade 3 sewers were Village of Mount Prospect, Illinois �U�IM 2015 Combined Sewer Televising Condition Assessment • 140164.61 SAVE OODNAN recommended for repair within five to ten years. Grade 2 sewers had minor defects that did not require rehabilitation at that time, but were recommended to be re -inspected from time to time to verify that the defects had not worsened. There are several techniques for sewer rehabilitation. Each sewer segment must be reviewed individually to determine which rehabilitation technique(s) is most appropriate given the structural and maintenance condition of the pipe. In short, "one size does not fit all". The following rehabilitation techniques were considered for this project CIPP involves inserting a resin -impregnated flexible liner into an existing deteriorated sewer from one manhole to another. The liner is then expanded to the shape of the sewer using water or air. The medium used to expand the liner is heated to a designated curing temperature which hardens the resin to form a rigid structural repair. After curing, service laterals are reinstated from the inside of the sewer with remotely controlled cutters. The finished product is at least as strong as the original pipe and is expected to have a minimum 50 -year design life. The rigid liner does not contain any joints within the repair, which eliminates the possibility of future leaks due to joint separation or root intrusion. Other advantages of this repair method are that it is usually significantly less expensive than open cut replacement, causes minimal disruption; and can be completed in a short amount of time. CIPP installation is conducted in situ and generally requires no excavation. CIPP can typically be installed through minor to moderately deformed pipe without additional work, although severely deformed pipe must first be excavated and replaced prior to CIPP installation. Because CIPP is inserted into an existing sewer, the inside diameter of the host sewer will be decreased by the thickness of the liner. However, this decrease in flow capacity is minimal and is offset by the improved structural condition of the pipe. Also, lining with CIPP can increase a pipe's smoothness and reduce root intrusion, resulting in improved flow characteristics and increased capacity. Where a CIPP repair is not possible due to a partially or fully collapsed pipe, excavation and replacement (E&R) is necessary. This method is generally the most expensive and most disruptive technique. In most cases, an E&R repair is only necessary on a portion of sewer segment After the repair is complete, a full manhole -to -manhole liner is typically installed to complete the rehabilitation of the sewer section. All sewers requiring an E&R repair are grouped into Grade S. ' Of the approximately 260,000 feet of combined sewers inspected in the previous study, 8% were in severe structural condition (Grade 5) requiring rehabilitation within 1 to 2 years, 11% were in very Village of Mount Prospect, Illinois �UIM 2015 Combined Sewer Televising Condition Assessment • 140164.61 SAXTEi N00DNAN poor structural condition (Grade 4) requiring rehabilitation within 3 to 4 years, 21% had moderate structural defects (Grade 3 sewers) requiring rehabilitation within 5 to 10 years, 36% had minor structural defects (Grade 2 sewers) requiring monitoring and 25% had no structural defects (Grade 1 sewers). The most common structural defects found were cracked and shattered VCP and hydrogen sulfide deterioration of RCP. The majority of the structural defects were recommended to be rehabilitated using CIPP. In most cases, the CIPP could be installed without excavation, although some combined sewers required excavation and replacement of a section of pipe prior to CIPP installation. The estimated total project cost for all rehabilitation was $14,426,000 to be completed over a ten-year period as shown in Table 3. TABLE 3 2002 - Total Project Cost by Grade $ 2,480,000 $ 2,548,000 $ 5,240,000 $ 4,158,000 $ 0 $14,426,000 In October 2005, a Water and Sewer Rate Study and Combined Sewer Project Funding Solution was presented by the Director of Finance to provide a funding source for the combined sewer project as well as correct deficit spending in the Water and Sewer Fund. It was recommended that the Five -Year Capital Improvement Plan (CIP) (2006-2010) include an annual budget of $1 million to fund the combined sewer repairs. This resulted in an implementation of a monthly service fee for all users of $5.00. The first combined sewer rehabilitation program was conducted in 2006. The program continued annually through 2013. Table 4 lists the annual project totals for both CIPP and spot repairs. Village of Mount Prospect, Illinois �UIM 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi N00DNAN TABLE 4 Sewer Rehabilitation Annual Costs $1,000,378 $ 123,814 $1,124,192 $ 865,965 $ 206,132 $1,072,097 $ 904,183 $ 185,484 $1,089,667 $ 812,175 $ 90,574 $ 902,749 $ 836,543 $ 160,247 $ 996,790 $ 504,157 $ 246,825 $ 750,982 $ 585,820 $ 263,494 $ 849,314 $ 404,863 $ 241,195 $ 646,058 $5,914,084 $1,517,765 $7,431,849 It should be noted that approximately 20% of the total rehabiliation dollars spentwas for the critical Grade 5 E&R repairs. The significance of this value will be discussed later in this report. Table 5 lists the percentages of sewers rehabilitated by Grade. TABLE 5 2002 Sewer Rehabilitation Completed Recommendations Sewer Grade 5 4 3 2 Village of Mount Prospect, Illinois Rehabilitation 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi NOODNAN 3. 2015 EVALUATION All recommended repairs for Grades 4 and 5 sewers have been completed as well as approximately 31% of the Grade 3 repairs. Since its been approximately 13 years since the combined sewer system was last televised, the Village decided to re -inspect all of the sewers that were not rehabilitated to re-evaluate their conditions and develop an updated prioritization schedule. In addition, approximately 18,000 feet of rehabilitated sewers were re -televised to monitor the integrity of the repair work. The work was completed by Visu- Sewer of Illinois, LLC between October 2014 and July 2015. In total, approximately 210,000 feet of combined sewer was inspected, as shown in Exhibit A. All inspection data from each sewer televised was manually entered into the Village's Hansen Asset Management Software, similar to the previous study. However, the observation and defect codes used were updated to the latest version of the Pipeline Assessment Certification Program (PACP) developed by the National Association of Sewer Service Companies (NASSCO). This coding system was developed to provide the industry with the ability to accurately assess their infrastructure using tools that are common to the nation as a national standard. The MWRDGC has recently required all sewer televising be conducted in conformance with PACP standards. Although the actual codes differ from those used in the previous evaluation, the same basic logic is used for assigning sewer segments a defect rating Grade as listed in Table 2. Appendix 1 lists the observation codes used for the evaluations. Each code was assigned a numerical defect rating from 1- S. Minor defects that have little impact on the structural integrity of the sewer were assigned a rating of 1, while significant defects that severely affect the structural integrity were assigned a rating of S. The Hansen software also totalizes non-structural defects such as infiltration/inflow (clear water entering the sewer), root intrusion, accumulation of mineral deposits and debris accumulation. However, these are operation and maintenance issues. This study, as well as the previous study, focused only on the structural condition of the sewers. An overall structural rating was calculated for each sewer section using the following formula: Overall Structural Rating = (No. of Grade 5 defects x 5) + (No. of Grade 4 defects x 4) + (No. of Grade 3 defects x3) + (No. of Grade 2 defects x 2) + (No. of Grade 1 defects x 1) It should be noted that the prioritization list is not based solely on the overall structural rating since a sewer segment with a high number of smaller, less significant defects may have an overall structural rating higher than a sewer segment that has only one or two significant, Grade 5 defects. For this reason, the priority list is based first on the worst defect within a sewer segment, then on the overall structural rating within that Grade. This is to ensure that a higher priority is placed on Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment' 140164.61 BAXTEi N00DNAN rehabilitating a sewer segment with a single severe defect (Grade 5) rather than a sewer segment with numerous minor defects (Grade 3). Appendix 2 contains the prioritization table for the recommended rehabilitation work first sorted from Grade 5 to Grade 1, then by the overall structural rating. Appendix 3 is sorted by the upstream manhole ID number to assist in finding a specific pipe segment. As with the previous study, rehabilitation for Grade 5 sewers are recommended for repair within one to two years. Grade 4 sewers are recommended for repair within three to four years. Grade 3 sewers were recommended for repair within five to ten years. Table 6 shows the total project costs broken down by overall condition grade. TABLE 6 2015 Evaluation Project Costs - Categories 3.4 and 5 Item Cost Construction Cost Grade 5 $ 2,780,000 Grade 4 $ 3,800,000 Grade 3 $ 6,300,000 Subtotal $12,880,000 Contingency (10%) $ 1,290,000 Design and Construction Engineering 10% $ 1,290,000 Total Project Cost $15,460,000 It should be noted that of the estimated total rehabilitation costs for the Grades 3, 4 and 5 repairs, only $35,000 (0.3%) of it is for critical repairs requiring excavation and replacement This is compared to approximately $1.52 million (20%) spent on E&R repairs from the 2002 evaluation. Review of the 18,000 feet of lined sewers showed that all of the previous CIPP repairs televised remain intact and in good condition. This is to be expected since CIPP repairs are designed for a minimum 50 -year service life. Village of Mount Prospect, Illinois �UIM 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi NOODNAN REHABILITATION j An important factor to realize is that all sewers continue to degrade with time. Ultimately, every sewer in every system will require rehabilitation or replacement The Village has been proactive in inspecting, evaluating and repairing their deteriorated combined sewer system over the past 13 years. By continuing with this diligent rehabilitation program, the burden of repairing the system can be planned and budgeted within the financial capabilities of the Village. The Village has budgeted approximately $1 million each year for a combined sewer rehabilitation project Based on this annual budget, rehabilitation of the Grade 5, 4 and 3 sewers will take approximately 3, 4 and 6 years, respectively. Since the Grade 5 repairs should be completed within one to two years, the Village should consider accelerating the program over the next couple of years. While CIPP is proposed for individual segments, it is often more cost-effective to line multiple segments at a time. Therefore, some cost savings may be achieved by re -grouping the rehabilitation so that consecutive sewers are lined in the same year, regardless of priority. This is why some previous Grade 2 repairs were completed before completion of all Grade 3 repairs. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 SAVE OODNAN This section of the report discusses the findings of the 2002 and 2015 evaluations to better understand the rate at which the combined sewers are deteriorating. Figure 1 illustrates the percentage of sewers from the 2002 evaluation grouped by defect grade. FIGURE 1 Structural Pipe Grade Totals - 2002 As the figure shows, approximately 40% of the sewers inspected fell into the Grades 3, 4 and 5 categories. These sewers ranged in age from approximately 50 to 80 years old. Recall that all of the Grade 4 and 5 repairs were completed as well as approximately 31% of the Grade 3 sewers. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi NOODNAN Figure 2 illustrates the percentage of sewers from the 2015 evaluation grouped by defect grade. FIGURE 2 Structural Pipe Grade Totals - 2015 As the figure shows, in the past 13 years, approximately 32% of the previous Grades 1, 2 and 3 defects are now Grades 4 and S. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEi NOODNAN Figure 3 shows the percentages of previous Grade 1 sewers that are now Grades 1, 2, 3, 4 or S. FIGURE 3 2002 Pipe Segment Grade 1 45% 41% 40% c.7 N 0 35% 33% N t� H 30% O D 25% H •.r it 20% Ld Lnt� V 15% 14% O N w O 10% 6% 6% 0% Grade 1: Grade 2: Grade 3: Grade 4: Grade 5: 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BdIIK1'EOODNAN Figure 4 shows the percentage of previous Grade 2 sewers that are now Grades 2, 3, 4 or S. FIGURE 4 2002 Pipe Segment Grade 2 Figure 5 shows the percentage of previous Grade 3 sewers that now Grades 3, 4 or S. FIGURE 5 2002 Pipe Segment Grade 3 50% 47% 45% 43% H rn 40% 35% V Ln N 30% N ri O N N 25% w � � y 20% bA 0 15% .5 10% 10% P W 5%' 0% IIIII01IN"(1 X11) Grade 3: Grade 4: Grade 5 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois �U�IM 2015 Combined Sewer Televising Condition Assessment • 140164.61 BdIIK1'EOODNAN 50% 45% 45% H y 40% 35% 29% N N 30% rl O O O N N 25% w � H 20% 18% •� 15% U CL 10% 7% 5% 0% Grade 2: Grade 3: Grade 4: Grade 5: 2015 Pipe Segment Grade Rating Figure 5 shows the percentage of previous Grade 3 sewers that now Grades 3, 4 or S. FIGURE 5 2002 Pipe Segment Grade 3 50% 47% 45% 43% H rn 40% 35% V Ln N 30% N ri O N N 25% w � � y 20% bA 0 15% .5 10% 10% P W 5%' 0% IIIII01IN"(1 X11) Grade 3: Grade 4: Grade 5 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois �U�IM 2015 Combined Sewer Televising Condition Assessment • 140164.61 BdIIK1'EOODNAN