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Home My WebLink About9.2 Motion to accept the lowest cost, responsive bid for the Fairview Gardens Gravity Sewer Project for an amount not to exceed $2,544,872.40.M+awn �'xyt�lts�=e Item Cover Page Subject Motion to accept the lowest cost, responsive bid for the Fairview Gardens Gravity Sewer Project for an amount not to exceed $2,544,872.40. Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information March 19, 2024 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Y 2,544,872.40 Water and Sewer Enterprise Fund VILLAGE MANAGER'S REPORT Action Item Fairview Gardens, located near the intersection of Central Road and Wolf Road, is a residential subdivision comprised of approximately 292 single-family homes. This area was annexed to the Village in 1969 after streets, utilities, and most homes were already constructed. Originally, the sewer system was owned and operated by a private utility company (the Utility Sewer Company). The Village purchased the utility shortly after the area was annexed. The sewer conveyance system in the area is composed of separate sanitary sewers and separate storm sewers. However, the sanitary sewer accepts significant stormwater during rain events due to directly connected footing tiles from some neighborhood homes. To accommodate these flow peaks, the sanitary sewer system features a relief storage pipe (installed in 1992) and a high-capacity pump station that discharges to a Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) interceptor sewer in the Central Road right-of-way. The MWRDGC interceptor carries the waste to treatment plants for processing. The Village has a comprehensive end -of -lifecycle program to replace all ten of its sewer pumping stations around town. Thus far, eight sewer pumping stations have been replaced. One is underway this year at the Maple Berkshire relief station. In 2019, staff began a process to replace the Fairview Garden pump station located on Horner Lane. To replace a sewer pumping station, a permit is required from our receiving system (MWRDGC). The MWRDGC will not issue a permit to replace the Fairview Lift Station in kind because the current rate of discharge exceeds the new limits established in the 2014 Cook County Watershed Management Ordinance (WMO). To obtain a permit, the discharge capacity of the pump station would have to be reduced by approximately two-thirds (66%). This reduction would result in frequent basement back-ups during common rain events. The existing lift station has three pumps capable of pumping a maximum of 1.656 MGD. If the Village were to reconstruct the lift station at the allowable permit capacity, the maximum flow rate would reduce to 0.5314 MGD. The solution to the Fairview Gardens sanitary sewer sub -basin clear water inflow and aging lift station problem proposes a gravity sewer outlet that would eliminate the existing lift station and create a new connection to the MWRDGC Upper Des Plaines Intercepting Sewer 14A at an existing MWRDGC drop manhole. The new connection will be located at the northwest corner of Central Road and Wolf Road, in Des Plaines. The proposed gravity outfall includes the extension of a 12" sanitary sewer from the existing lift station wet well to the drop manhole at intercepting sewer. The project includes the installation of 2,059 linear feet of 12" sanitary sewer on Horner Lane and Central Road. There will be 5 new sanitary manholes installed, a connection to an MWRD drop manhole, demolition of the existing Fairview Gardens Lift Station and pavement and right-of-way restoration. Bid Results The Village's engineering consultant for this project, Ciorba Group, prepared detailed Plans, Specifications, and bidding documents necessary to facilitate contractual performance of this work. The bid documents were sent to five (5) area firms who have experience in sanitary sewer installation and lift station demolition projects. In addition, the bid was publicly advertised on the Village's website utilizing Demandstar bid services. On Thursday, February 29, 2024, a non -mandatory pre-bid meeting was held with four (4) contractors attending along with representatives from the Village and Ciorba Group. Based on inquires, two (2) addendums were issued to address contractor questions as well as changes required to address MWRDGC review comments. Copies of the two addendums are attached. On Tuesday, March 12, 2024, the bids were publicly opened and read as required by Village Code. The following eight (8) firms submitted bids. Contractor Base Bid Joel Kennedy $2,313,520.36 Constructing (Chicago) DiMeo $2,479,665.00 Brothers (Elk Grove) Martam $2,771,288.40 Construction (Elgin) Performance $2,788,980.00 Construction (Plano) Benchmark $2,818,000.00 Construction (Bartlett) Berger $3,145,000.00 Excavating Contractors (Wauconda) Bolder $3,146,460.24 Contractors (Cary) A Lamp $3,424,979.40 Concrete Contractors (Schaumburg) Engineer's Estimate - $2,328,012.30 Discussion All bids were reviewed to ensure that the documents had all appropriate signatures and bid security. All bids were submitted with requisite documents, security, signatures, and acknowledgment of both addendums. Based on the review of the bids, reference checks and past projects, the lowest responsible bidder is Joel Kennedy Constructing Corporation of Chicago, Illinois (Kennedy). A bid tabulation is attached. Martam Constructions is listed as not applicable in the bid tabulation because they used the wrong schedule of prices for their bid form. Addendum 1 required contractors to use a new schedule of prices due to a decrease in quantities for restoration material and the addition of 5 sanitary lateral replacements and 3 storm sewer replacements. These items were added because of the potential of damage to the existing assets when crossing them with the new 12" sanitary main. Reference checks indicated that Kennedy has also satisfactorily completed similar gravity sewer installation work in other communities. In 2020, Kennedy replaced 3,900 liner feet of sewer force main for Lake County Public Works. In 2022, they replaced 1,170 linear feet of combined storm and sanitary sewers in the City of Elgin and numerous water main replacement projects in surrounding communities. The firm is also currently on a contract with the Metropolitan Water Reclamation District (MWRD) for a large-scale sludge pipeline replacement at their north side treatment plant. The contract is for $27,120,000 and the work includes the installation of 19,500 linear feet of 20" sanitary sewer force main, the installation of 21 structures and removing and replacing valves in 43 existing structures. Since the project includes underground work, there is a possibility of unforeseen repairs. Staff is requesting a 10% contingency ($231,352) to address any of these unforeseen issues should they arise. A 10% contingency would bring the project award total to $2,544,872.40 (the $2,313,520.36 base bid plus 2 plus the 10% contingency of $231,352 = $2,544,872.36). Alternatives 1. Accept the lowest -cost, responsive bid for the Fairview Gardens Gravity Sewer Project. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board accept the lowest responsible bid submitted by Joel Kennedy Constructing Corporation of Chicago, Illinois to construct the Fairview Gardens Gravity Sewer Project for an amount not to exceed $2,544,872.36. Attachments 1. Bid tab 2. Fairview Plans (FINAL) 3. 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L_ J _ a > ��CCcul N z LJ o wr J N _ O V(._ K7 go U cl O °' cn c> e !!! �.,..._. ... _ _; 'M'023 JNIISIX3 o ritI'll !:I(�t�'I,u:��It.,_i',�I�'.l�i1J�`_�di'U�II��i�jl a: r.n w w w V w. �r frtf it cv w `i u N ly O cV g LJ f �/ I w `., ti w r - w v � z Ln 1i L J i l'i' LLJ In 1� w r i If' wI a, CL 1 + 1 ti I+i d a , 1L- ,r , w W f ) i w✓ 'if � Ll rJ ) I•fl ` f+ W Bid Request For Fairview Gravity Sewer OPTIONAL PRE-BID: February 29, 2024—10:OOAM Local Time BID OPENING: March 12, 2024—1:OOPM Local Time Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 BIDDER'S QUALIFICATION STATEMENT Project Name: Fairview Gravity Sewer SUBMITTED TO: Village of Mount Prospect Village Manager's Office, Third Floor 50 S. Emerson Mount Prospect, IL 60056-2229 G-o056�v Principal Office , mit— C-6116' Corporation, partnership, individual, joint venture, other Contractor license number and state 1. Bidder has been engaged as a General Contractor in construction for - Y1 yearsand has performed work of the nature and magnitude of this Contractfor RiLyears. Bidder has been in business under its present name for tL L --years. 2. Bidder now has the following bonded projects under contract: On a separate sheet, list project name, owner, engineer/architect„ aount of contract, surety„ and estimated completion date. � c- 3. Bidder has completed the following three (3) contrac consisting of work similar to that proposed by this Contract: On a separate sheet, list project name„ ower, engineer/architect, amount of contract, surety„ and date of completion and percentage of the cost of the Work performed with Bidder's own forces, 4. Has Bidder ever failed to complete any project" If so, state when, where„ and why. " 5. Bidder normally performs the following work with his own forces: 6. Construction experience of key individuals in the ofganization is as follows (continued on attached sheets if needed): 7. In the event the Contract is awarded to Bidder, the required surety Bonds will be furnished by the following surety company including name and address of agent: Fairview Gravity Sewer 4 Bidder possesses adequate financial resources as indicated by the following: a. Assets and Liabilities: Attach a financial statement, audited if available, including Bidder's latest balance sheet and income statements showing the following items: (1) Current assets (cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses). (2) Net fixed assets. (3) Other assets. (4) Current liabilities (accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes). (5) Other liabilities (capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings). (6) Name of firm preparing financial statement and date thereof: If financial statement is not for identical organization named herein, explain relationship and financial responsibility of the organization furnished. 8. Current Judgments: The following judgments are outstanding against Bidder:_ Jud ment Creditors Where Docketed and Date Amount 4k a. b. 0 0 Bidder hereby represents and warrants that all statements set forth herein are true 10 Date ,c, 202,14 Name of Organization: By �o Title (If Bidder is a partnership, the partnership name shall be signed, followed by the signature of at least one of the partners. If Bidder is a corporation, the corporate name shall be signed, followed by the signature of a duly authorized officer and with the corporate seal affixed). Fairview Gravity Sewer FROM: BID FORM Village of Mount Prospect Department of Public Works (hereinafter called 'Bidder") TO: Office of the Village Manager, 31 Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit — Bid Certification Form Bid Security Bid Sheet — Fairview Gravity Sewer Project Contract Document Labor and Materials Payment Bond Form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. Fairview Gravity Sewer 11 The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in thespaces provided below: Addendum Addendum Acknowledgement by Bidder or Date No. Date Authorized Representative Acknowledged L3 `f �' y �...... _ `�.._........w .._.... _......_ w�" �..._2..L.�......w ..._wwww..�..�w._____..w........ _��..w�.....w.Www_....___�.�._.�w_........_.�w_... Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed which starts the performance period. The contractor shall reach substantial completion for the work in the Central Road right of way by Monday, June 3, 2024 and for the full project by Monday, July 22, 2024 with final completion by Sunday, August 11, 2024. Substantial completion shall be defined as the completion of all work except for site restoration. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated Fairview Gravity Sewer 12 time frame, calling the bonds, or taking such other action as may be available. Secur`ty in the sum of ten (1+%) percent of the amount bid in form of (check one): yBid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit —Bid Certification Form 3) Bid Security 4) Bid Sheet(s) — Fairview Gravity Sewer Respectfully submitted: Name of Firm/Bidder: 2 re) Title: Date: Contact Information: Official Address: -� Telephone: . iO Email: " N St • LpRPORgT�, a+w Mry rwr * ow . oA SEAL y�+� N, � I ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS ALONG WITH THE AFFIDAVIT — BID CERTIFICATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. Fairview Gravity Sewer 13 r:^ BID SHEET UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per unit. r ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 20101100 TREE TRUNK PROTECTION EACH 31 $100.00 $3,100.00 20101700 SUPPLEMENTAL WATERING UNIT 13 $10.00 $130.00 20800150 TRENCH BACKFILL CU YD 8,084 $1.00 $8,084.00 21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 431 $11.00 $4,741.00 25200110 SODDING, SALT TOLERANT SQ YD 431 $23.00 $9,913.00 28000510 INLET FILTERS EACH 1 17 $300.00 $5,100.00 E5300300-1 PORTLAND CEMENT CONCRETE SQ YD 1,790 $30.00 $53,700.00 BASE COURSE 8" 40600290 BITUMINOUS MATERIALS (TACK POUND 796 $0.01 $7.96 COAT 40603085 HOT -MIX ASPHALT BINDER TON 400 $80.00 $32,000.00 COURSE IL -19.0, N70 42000541 PORTLAND CEMENT CONCRETE SQ YD 159 $145.00 $23,055.00 PAVEMENT 12" JOINTED 42300400 PORTLAND CEMENT CONCRETE SQ YD 197 $60.00 $11,820.00 DRIVEWAY PAVEMENT, 8 INCH 44000100 PAVEMENT REMOVAL SQ YD 1,949 $6.00 $11,694.00 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 219 $15.00 $3,285.00 44000600 SIDEWALK REMOVAL SQ FT 21 $5.00 $105.00 44201723 CLASS D PATCHES, TYPE IV, 6 INCH SQ YD 543 $40.00 $21,720.00 66900200 NON -SPECIAL WASTE DISPOSAL CU YD 245 $72.00 $17,640.00 67100100 MOBILIZATION L SUM 1 $150,000.00 $150,000.00 TEMPORARY PAVEMENT MARKING 70307100 LETTERS AND SYMBOLS - TYPE IV SQ FT 172 $5.00 $860.00 TAPE 70307120 TEMPORARY PAVEMENT MARKING - FOOT 7,194 $1.10 $7,913.40 LINE 4" - TYPE IV TAPE 70400100 TEMPORARY CONCRETE BARRIER FOOT 400 $44.00 $17,600.00 70400125 PINNING TEMPORARY CONCRETE EACH 96 $22.00 $2,112.00 BARRIER Fairview Gravity Sewer Issued for ADDENDUM #1:03/07/2024 14 BASE BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL IMPACT ATTENUATORS, 70600251 TEMPORARY (NON- REDIRECTIVE, EACH 2 $4,500.00 $9,000.00 NARROW), TEST LEVEL 3 78000400 THERMOPLASTIC PAVEMENT FOOT 72 $20.00 $1,440.00 MARKING -LINE 6" 78000600 THERMOPLASTIC PAVEMENT FOOT 24 $40.00 $960.00 MARKING - LINE 12" 78000650 THERMOPLASTIC PAVEMENT FOOT 14 $70.00 $980.00 MARKING - LINE 24" 78001100 PAINT PAVEMENT MARKING - SQ FT 271 $2.00 $542.00 LETTERS AND SYMBOLS 78001110 PAINT PAVEMENT MARKING - LINE FOOT 4,104 $0.75 $3,078.00 4" 78001130 PAINT PAVEMENT MARKING - LINE FOOT 326 $1.50 $489.00 78001150 PAINT PAVEMENT MARKING - LINE FOOT 102 $4.00 $408.00 78008210 POLYUREA PAVEMENT MARKING FOOT 340 $7.50 $2,550.00 TYPE I - LINE 4" 78008250 POLYUREA PAVEMENT MARKING FOOT 66 $20.00 $1,320.00 TYPE I - LINE 12" 78200011 BARRIER WALL REFLECTORS, TYPE EACH 64 $15.00 $960.00 C 202 PAVEMENT MARKING REMOVAL - SQ FT 2,751 $1.00 $2,751.00 WATER BLASTING 200 F MAINTENANCE OF EXISTING EACH 1 $20,000.00 $20,000.00 TRAFFIC SIGNAL INSTALLATION510 HOT -MIX ASPHALT DRIVEWAY SQ YD 22 $150.00 $3,300.00 PAVEMENT, 3" Z0013798 CONSTRUCTION LAYOUT L SUM 1 $20,000.00 $20,000.00 Z0018911 DRILL AND GROUT #6 TIE BARS EACH 1,935 $4.00 $7,740.00 Z0030850 TEMPORARY INFORMATION SQ FT 52 $55.00 $2,860.00 SIGNING Z0057100 SANITARY SEWER 12" FOOT 2,054 $498.00 $1,022,892.00 Z0058000 SANITARY SEWER (SPECIAL) FOOT 5 $700.00 $3,500.00 Z0073510 TEMPORARY TRAFFIC SIGNAL EACH 1 $1,750.00 $1,750.00 TIMING X4022000 TEMPORARY ACCESS EACH 4 $400.00 $1,600.00 COMMERCIAL ENTRANCE X4023000 TEMPORARY ACCESS (ROAD) EACH 2 $400.00 $800.00 X6022810 MANHOLES, SANITARY, 4'- DIAMETER, TYPE 1 FRAME, CLOSED EACH 5 $80,000.00 $400,000.00 LID 1 11 X7010216TRAFFIC CONTROL AND Pu�_l 1 $150,000.00 $150,000.00 PROTECTION SPECIAL Fairview Gravity Sewer El:s ue024 d for ADDENDUM #1: 03/07/2 15 BASE BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL XX003424 CONNECTION TO EXISTING EACH 1 $125,000.00 $125,000.00 STRUCTURE XX003668 PRECONSTRUCTION VIDEO TAPING L SUM 1 $3,000.00 $3,000.00 XX005696 SEWER CONNECTIONS TO EACH 2 $500.00 $1,000.00 STRUCTURES XX008824 CATCH BASINS, SPECIAL EACH 3 $4,200.00 $12,600.00 XX009049 REMOVE AND REPLACE CURB AND FOOT 1,742 $30.00 $52,260.00 GUTTER SPECIAL XX104100 CONNECTION TO EXISTING EACH 1 $500.00 $500.00 MANHOLE MP01 PORTLAND CEMENT CONCRETE SQ FT 22 $30.00 $660.00 SIDEWALK, SPECIAL MP02 LIFT STATION DEMOLITION L SUM 1 $75,000.00 $75,000.00 TOTAL $2,313,520.36 Fairview Gravity Sewer I ssued for ADDENDUM #1: 03/07/2024 16 mbluThrimm TOTAL BASE BID PRICE (the sum of extensions of the Bid Sheet): Two Million Three Hundred Thirteen Thousand Five Hundred Twenty Dollars and Cents (In writing) 21P 313, 520 Dollars and Cents (In figure) Thirty Six (In writing) 36 (In figure) Fairview Gravity Sewer 17 ;VARIU.. It is expressly understood and agreed that: The approximate quantities set forth in this Bid Sheet for each Unit Price Item are Owner's estimate only, that Owner reserves the right to increase or decrease such quantities, and that payment for each Unit Price Item shall be made only on the actual number of acceptable units of such Unit Price Item installed complete in place, measured on the basis defined in the Contract. 2. Owner is not subject to state or local sales, use and excise taxes and no such taxes are included in this Bid Sheet._ BIDDER agrees that the Work will be Substantially Completed for the work in the Central Road right of way by Monday, June 3, 2024 and for the full project by Monday, July 22, 2024, and Finally Completed by Sunday, August 11, 2024. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. The following documents are attached to and made a condition of this Bid: (a) Required bid security in the amount of ten percent (10%) of the Bid in the form of a bid bond, cash, certified check, cashiers check or bank money order as stipulated in the Advertisement for Bids. (b) A tabulation of subcontractors, suppliers and other persons and organizations required to be identified in this Bid. (c) Required BIDDER's Qualification Statement with supporting data. Written communications concerning this Bid shall be addressed to: Fairview Gravity Sewer 18 The terms used in this Bid which are defined in the General and Supplementary Conditions of the Construction Contract, included as part of the Contract Documents, have the meanings assigned to them in the General and Supplementary Conditions. Submitted on _ _0_*_kP_AA l2� , 2024• State Contractor License Number (if any) �OrT.: "5l2� Contractor Contact Information: Address: ,- b S Telephone: �1 E-mail: lylld Ulu �l vim..,, .� a � ��5: � ��,� �'►'��Ns��''�i LpRPORq rF40 .00ASEALi OLIN \S Fairview Gravity Sewer 19 Bid Certification Form Page 1 AFFIDAVIT — BID CERTIFICATION FORM Bidder: Company/Firm Name: Address:YA" n(g) As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, 15 E. , being first duly sworn on oath, deposes and states that he or she is 92za& (sole owner, partner, joint ventured, President, Secretary, etc.) of�- and has the Name of Company) authority to make all certifications required by this affidavit. Section I Non Collusion The undersigned certifies that this bid is genuine and not collusive or a 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 this 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 further states that " ..6 eV)�LA (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III The undersigned further states that (Name of Co any) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. Fairview Gravity Sewer 20 Bid Certification Form Page 2 AFFIDAVIT — BID CERTIFICATION FORM Section IV Tart Eamilien The undersigned further states that is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned 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. Section V Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that -a' has (Name ofCompany) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of thi bid. The undersigned ce fi s at all inf mation contained in this Affidavit is true and correct. Signed by: Title: ?�5tvde*�x Signature Name Printed - Signed and sworn to before me this__L_2day o 1 202' . My ommission expires: Mae afraft Notary Public t 67:1 Fairview Gravity Sewer 21 BID SECURITY Included with this bid is a bank cashier's check, certified check or bid bond, .in the amount of o being ten percent (10%) of the total amount bid by �,, the Bidder, in favor of the Village of Mount Prospect. It is hereby agr ed that, shouldBidder be awarded the Work contemplated under this bid and fail or refuse to execute a contract for said Work, or to provide the required paymentand performance bonds, or letter of credit, and certificate of insurance, then this security, in the amount stipulated above, shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening date. SUBMITTED THIS 1Z DAY OF� 2024. SEAL (if corporation) ,1,11111111//� r *4W ew s ft. uj ' CpRP0RA % \. SEALZOE / 11 0 NOS1 u1aauc1 . ; qkJ Bidder's Agent and Agent's Title Title Note: If bidder is a partnership, the bid must be signed by at least two of the partners. Note: If bidder is a corporation, the bid must be signed by an authorized officer of the corporation, attested and sealed by the secretary or other authorized officer. If a corporation, note here the state of incorporation: Incorporated under the laws of the State of " Fairview Gravity Sewer 22 Document aAw310 TIMI — x!010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Wmrie, legal smfrce and addmm) (Xione, legal slams mid principal place r jhuri„em) Continental Casualty Company Joel Kennedy Constructing Corp. 151 N. Franklin Street tant 2830 N Lincoln Ave Chicago, IL 60606 legal documenthasimporsult 9 � legal consequences. Consultation Chicago, IL 60657 Mailing Address for Notices with an attorney is encouraged Same As Above with respect to its completion or modification. OWNER: (Xnone. h%, al s(atns m d addnW1 Any singular reference to Village of Mount Prospect Contractor, Surety, Owner or othor party shall" 50 South Emerson Street plural where Mount Prospect, IL 60056.�'✓ ;0• 10°tat BOND AMOUNT: Ten Percent of Amount Sid �� t 4 r� �~��" Now PROJECT, (. hone, loccaliwi or addwss, andl"roject noon ber, On j b". Fairview gravity Sewer Project - Homer Ln and Central Rd, Mount Prospect: IL 0� �� l"� NCS\S 1w:k' �{� ✓11ON The Contractor and Surety aro bound to the Owner in filo amount sot forth above. for the payment ofwwhich the Contractor and t�r�°"txind themselves. their heirs, oxecutom adrninistrators, successors and ossigns, johniy and severally, as provided herein_ The conditions of this Bond are such drat if the Owner accepts the bid of the Contractor within the time specified in the bid docurrtcrtts* or within such time Iwcriod as may be agreed to by the owner and Contractor, and tise Contractor either (1) enters into a contract with the Owner int accordance with the terrns of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety, admitted ill the jurisdiction of the Protect and otbcrwwise acceptable to the Owner, for tato faithful performance of such Contract and for the prompt pavinent of labor and material furnished in the prosecution thereof. or (2) pays to the Owner the dif%rence, not to exceed the amount of this Bond, bctwvccn the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the %voarlk: covered by said laid,, tlrcn this obligation shall be null and void, otherwise to rentlain in Cull liarce and cufcct, The Surety herclno wuives ally notice of nut agreement bLtwvicen the Owner and Contractor to extend the time in which the Ownermay accept ttnc bid. Waiver or notice by the Surety shall not apply to any extension execcding sixty (60) days in the aggregate beyond the tinnc liar acceptance of"bids s1locilied in lte bid documents,, and the Owner and Contrzructnr :dull obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the temt Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. 'V hcn this Ilond luau been ttnrtished to, c;omply with a stuuutory or other leg ul requirement in the location oafthe Projc,4 any prnvision in this Road conflicting wwith said statutory or legal requirement shall be deemed deleted herelrom and provision% conforming to such statutory or other legal mquir tmenI ,,hall be da caned incorporated hercin. "ti4tinen so furnished, the intent is; that this Board shall be construed as u statutory bond and not as a common law bound. Signed and scaled this 12th day of March, 2024 Joel Kenne o tructing Corp, Pr yw Continental Casualt (Snrei0 j (Ii'ihrecc� ar+e a (rifle) William I. S-00541AS 8110 State of Illinois County of Cook SURETY ACKNOWLEDGEMENT (ATTORNEY-IN-FACT) I, Cassandra L Stone Notary Public of Cook County, in the State of Illinois , do hereby certify that William T. Krumm Attorney -in -Fact, Of the Continental Casualty Company who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that he signed, sealed and delivered said instrument, for and on behalf of the Continental Casualty Company for the uses and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Rolling Meadows in said County, this 12th day of March , 2024 Notary Public Cassandra L Stone My Commission expires: December 29, 2025 "ere CASSANDRA L STONE OFFICIAL SEAL No1ar,,`'ubl;c State of Illinois y rely Con) :scion Expires Decemr�ei 29, 2025 POWER OF ATTORNEY APPOEVIING INDIVIDUAL ATTORNEY-IN-FACT Know Ali hien By Tbese Presents, That Continental Casualty Contlaatzy, an Illinois insmanc a company„ National Fire Insurance Company of Hartford, an Rhuois insurance orimpi ny, and American Casualty Company of lt�xip, Pemnsylvaaa„ a �rsylvaua insurance company (berem called "tire CNA Companies""), are duly orpuize l and eaust g; ittsau-ance companies Inuwiult their prowipd offices is tlae City of Chicago. aaf State of Marcos, and that they do by v5itne of the Signature' and wais herein fixed hereby take, cousuture and appoint wigism T. Krumm , Individually of Rolling. Meadows, IL their tme and lawful Attontey(s)- m-Fa;ct with frill power and authority hereby conferred to sign, seal and execute for and on their behalf bonds. undertakings and other obligatory insinu tents of stnular nature - In Unlimited Amounts - Surety Bond No: Bid Bond Principal: Joel Kennedy Constructing Corp. Obtigee: Village of Mount Prospect and to bmcl theta thereby as fully and to the saute extent as if Stich nttsttartaaents were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, Power of Alttorney be is madey hereby and executed given t hereby ratified midi cortfu°rrtew�d. pursuant to and by authority of the By -Laws and Resolutions, printed below, duly adopted, as indicated, by the Boards of Directors of the insurance companies, In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 9th day of January, 2024. Continental Casualty Cermparry pt + National Fire htsurame Company of Hartford OFIATF American Casualty Company o/RK,0adl%1Pennsylvania MY n. a SEAL _ Larry Kasten_. Vice President . State of South Dakota, County of Minuebalza„ ss, Ort tilts 9th day of January, 20:24, before toe personally carne Tarry Kasten to ire koowwtt, wvho being by toe duly sworn, did depose and say that he testdes m clue South Dakota that he is a Vice President of Cauntuuental Casualty Company, an Illinois insurance company, National Fire hisuirance olCitl of yof Falls State of Sout Casualty Cctrnlxaay of Reading, Petntsylvautia, a Sy1VAWa insurance company descrbe(l ill and Corralaany of Ii',tntford. art. Illinois insurance conrltantuy, and Atneric�auui Casts %vin zip that the Stals affixed to thesaid instrument are such corporate seals, that they well re so , executed Pursuant to uthotrtytile above uistjunlerft� tgis enlie rby the Boards orv. tile seals oof Directors, irector , of sand insurAnce ca p � stgireel his nalue, tln to lrurstutat to like authority, nut arres Rail that ira� .cud icknowwledges sante to be the act anti deed of saved it �h A M SENT Myrcotntrussionexpires aourta raniora Notazv Pibdic March " 2026 - ,. Bent CERTIFICATE 1, D. Johnson Assistant Secretary of Continental Caaaalty Cc may„ in llhoois nwitunce company, Nations) Fire Insurance Cont arty' of flartfmd, am 111ruzois utstirautce cotopariy. anal American Castnalty Cotaapany of Reading Petuasylw ^uzia, a Pennsylvania instrzsnce company do hereby certify that the Powver ofAttomey hemin above set forth is still in force, and fiuther certify that the By-Laivs ani. Resolrnnons of the mid tafDiiector of"the hasnra�rce cauugx yes pwiated belovw° are still ii far . Ill testimony A lieveofI havehereuntosubscribed my name ta"nd affixed tyreseal of tl liceCompanye 12th day of Match 20:4 Costner tat National Fre Tnstrrtuce, Coi n . of Filutford raa+ttr rr ?auurra Arnteticau CastnriltV C:oriaparty of Reading, Penaiylvirrnta n SEAL tort D. Jola... �_M..,.. ,. Assistant ...,._ _. ._. .,, tusozr Secretary. Authorizing By -Laws and Resolutions ADOPTS BY THE BOARD OF DIRECTORS OF EACH OF CONT'INI,"NTAL C'ASUAL.TY COMPANY, NATIONAL FM Il"3S't,1'RANCE COMPANY OF ITARTFORD, and AMERICAN CASUALTY COMPANY OF READING,, PENNSYLVANIA (as defined above„ the "CTIA Contpauies""l This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of each cf the above CNA Companies at a meeting held on May 12, 1995. RESOLVED ED; That any Senror or Group Vice Presadeut tinny^ authorize art officer to saga, specific dovomettts, agreasrteints and tnstnrtneruts ori behalf of the or instrtunearts drat Sttcli officer pray^ sign ww°ill be tro c pnyprovided that the name of Such authorized officer and a description of the doevtnuents, agxeetizents in iii I� hug by the Seruoi' or Cirotrp Vice President to the Secretary of tile Corriptaty prior to stoma°lz execution becoming ellen°true."' This Power of Attorney is signed by Larry Kasten, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of each of the CTIA Companies. Flits Powv°er° of Attorney is sigoed and sealed by faesiumle uncles- and by the authority of the foiloating Resolution adopted by the Board of Directors of each of the above Coignpanies by unanurrotus written cow;e nt dated the 25* clay of April, 2012: k ereas, the byla%s of the complilly or specific rewlliti ut of the Rc rd of Dtwtots hams anthonzed various officers (the "Authorized ORicen"°) to execune various policies, boards, underlakings and other obligatory of like natumt, and N"lereas, from tittle to time, t@re sitruature of the Authorized Officers, 41 WitiOn to being provided rut original, laird copy format, nuay IV provided via facsirmle or otherivise in all electronic fortitat (collectzvcly. -Electronic Sigtnrtnnes" ); Now therefinre he it resolved brat the Electronic Signature of any Aithanxed Officer shall be valid and binding on the Company." ay be signed b di , tal si uaturc and *waled by a digital or henvw electrowc� fconatted coilmrate seal tnnmk*r and by the authority of die This Power of Attorney g y g " follost�r nt Resoltuaon adopted by the 'Board of Directors of each of the above CNA Corn antes untanimons on"en consent dated the 17 tit day of Alnri w0 �2 -'RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate elm. unents signed by digual signatures and to ratify and confirm the use of a digital or othenvise electronic -formatted corporate seal, earh to be consideted the act and deed of the Company" Go to amu e > Owner I Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Form F6053-612023 Joel Kennedy Constructing Corp. Five Year Project Histo Owner Village of Kennilworth Owner Village of Niles Contract $957,853 Contract $5,630,930 Job Sterling Water Main Job Howard St. Water Main Replacement Replacement Contact Don Leicht w/ Kennilworth Contact Daniel Randolph Phone 847-257-2354 Phone 847-254-8249 Email Dleicht@vokil.org Email djr@vniles.com Engineer Ciorba Group Engineer Baxter Woodman Start 3/1/2019 Start 6/1/2019 Complete 7/1/2019 Complete 11/1/2019 Project Description 2500 LF 8" & 6" Water Main Project Description 6240' 12"PVC water Main Open Cut HDD 700' 8"PVC Water Main Open Cut 950 LF 8" & 6" Open Cut 676'12" Fusible PVC HDD Water Main 100' 8" Splined Joint PVC HDD HDD Water Services 280' 12 PVC Jacked and Bored 36" Casing Pavement Patching 953 54" RCP Storm Main with 54" headwall and Concrete Restoration Hoo water services 250' storm sewer Sanitary and Storm Sewers removed /replaced Water Services, Hydrants, Valve Vaults Catch Basins, Manholes, By Pass Piping Owner City Of Evanston Owner Village of Fox Lake Contract $3,929,851 Contract $7,020,600 Job 2019 Water Main Improvements Job Water and Sewer Interconnect and Street Resurfacing Phase I Contact Chris Venetta Contact Susan Novak Phone 724-448-6900 Phone 630-587-0470 Email OxJ mnamly py ar :immg Email r:rna g: dttr m rttt,, m, Engineer City of Evanston Engineering Engineer Trotter & Associates Inc. Start 6/1/2019 Start 9/1/2019 Complete 12/1/2019 Complete 711/2020 Project Description 700' 10" Ductile Iron Push Joint Pipe Project Description 700' 10" Ductile Iron Push Joint Pipe 2525' 8" Ductile Iron Push Joint Pipe 2525' 8" Ductile Iron Push Joint Pipe 1935' 6"Ductile Iron Push Joint Pipe 1935' 6"Ductile Iron Push Joint Pipe 700'8" Ductile Iron Restrained Joint Pipe 700'8" Ductile Iron Restrained Joint Pipe all Appurtenances, Hydrants all Appurtenances, Hydrants Valves, Fittings and Valves, Fittings and HDD Water Services HDD Water Services Paving and Landscaping restoration Paving and Landscaping restoration Owner Village of Gurnee Owner Village of Buffalo Grove Contract $810,550 Contract $2,466,192 Job Old Grand Ave Water Job 2020 Saxon/Downing Water & Street Main Replacement Phase I Improvements Contact Nicholas Leach Contact Kyle Johnson Phone 847-599-7550 Phone 847-459-2523 Email mug rntae�m nr't v� ,: Engineer Clark Dietz Engineer g' Hamilton Associates Gewalt Ha Start 5/1/2020 Start 5/1/2020 Complete 7/1/2020 Complete 11/1/2020 Project Description 1900 LF 12", 420 LF 8", 60 LF 6" HDD PVC Pipe Valves, Hydrants and HDD Water Services 4500SF Sidewalk and 650 FT Curb Project Description Open Cut 4480 LF 8" Water Main 1400 LF 4" Underdrains, Pressure Connections all Appurtenances, Hydrant Restoration Valves, Fittings and HDD Water Services Pavement and Landscape 175 LF 12" Storm Sewers Owner Village of Skokie Owner Village of Wheeling Contract $2,411,896 Contract $1,852,900 Job 2020 Water Main and Sewer Job Lead Service Line Replacement Rehablititaion Improvement Replacement Phase1A Contact Russ Retiveld Contact Lana Rudnik Phone 847-933-8289 Phone 847-279-6912 Email t2 Email trtla'9 &tN ,O for r'A"00:Y Engineer Skokie Public Works Engineer AECOM Surety Continental Casualty Company Surety Continental Casualty Company Start 7/1/2020 Start 9/1/2020 Complete 1211/2020 Complete 212/2021 % Performed by JKC 80% % Performed by JKC 90% Project Description 3204LF 6" ,2731 LF 8",10LF 12" Project Description 86 HDD Lead Service Line Replacements Open Cut Ductile Iron Water main Water Main Piping, Appurtenances, Various size gate valve replacements Restoration for a complete Various Locations Sewer Point Repairs Operating Installation HDD Water Services Owner Village of Barrington Owner Lake County Public Works Contract $519,595 Contract $923,250 Job Hart Rd and Main St Job Midland Force Main Water Main Replacement Replacement Phase1A Contact Leo Morand Contact Dave Humbert Phone 847-821-6229 Phone 847-377-7145 Email Email a.hnrr�u ,60P11200 1Wx Engineer Gewalt Hamilton Engineer Lake County Public Works Start 3/1/2021 Surety Continental Casualty Company Complete 6/20/2021 Start 10/1/2020 Complete 12/31/2020 Project Description 2640 LF 8" Water Main HDD % Performed by JKC 90% Service Line replacement, Project Description 390OLF 12" HDD Storm Sewer Improvements Sanitary Sewer Certa LOK Pipe HDD Water Services 300 LF Open Cut Sanitary Sewer Pavement Patching and Landscape Certa-Lok Pipe. All Restoration Restoration. Owner Village of Glenview Owner Dupage Water Commission Contract $1,694,502 Contract $1,979,319 Job Pleasant Ln Improvements Job ByPass Transmission Main Contact Tom Hagerty Contact Jessica Bonnema Phone 847-904-4422 Phone 630-834-0100 Email , jg qg ma g t&pu a 0'g Engineer AECOM Start 6/1/2021 Start 3/1/2021 Complete 10/1/2021 Complete 6/1/2021 Project Description 2650 LF 12" Water Main Project Description 120OLF 30" DI Pipe, Hot Taps 1500 LF 12" Storm Sewer Jack and Bore Casing Pipe HDD Water Services All Piping Appurtenances, Misc Sanitary Sewer Repairs Restoration 330 LF Curb and Gutter 9800 Sq Ft Concrete Sidewalk and Driveway apron replacement Parkway Restoration Owner Village of Skokie Owner Village of Glenview Contract $2,454,784 Contract $1,273,911 Job Water Main and Sewer Job Juniper Rd & Beaver Ln Improvement Project Improvements Engineer Village of Skokie Contact Russ Rietveld Contact Tim Schwister Phone 847-933-8289 Phone 847-904-4422 Email s a Email [PILL a msc pl nnw6s .,2ag Start 6/1/2021 Start 5/1/2021 Complete 11/15/2021 Complete 10/1/2021 Project Description 4590 LF 6" Water Main Project Description 700 LF 8" Water Main 650 LF 8" Water Main 1000 LF 8" Water Main HDD and Appurtenances 1300LF12"Sewer Valve and Vault Replacement HDD Water Services HDD Water Services Misc Sanitary Sewer Repairs Misc Sanitary Sewer Repairs Curb and Gutter Restoration Concrete Sidewalk Remove and Replace and Driveway apron replacement Parkway Restoration Owner Village of Gurnee Owner Village of Itasca Contract $1,122,520 Contract $3,061,548 Job Old Grand Ave. Job Lead Water Service Water Main Improvements Line Replacements Engineer Clark Dietz Engineer Robinson Engineering Contact Nicholas Leach Contact Jonathan Flowers Phone 847-599-7586 Phone 815-412-2015 Email rkoac8c'fvrvgd g ,gparplyfi.,gdu.f Email jd'9APK%r6?k);uwsf qm Start 10/1/2021 Start 2/1/2022 Complete 4/1/2022 Complete 2/1/2023 Project Description 2000 LF 12" Water Main Open Cut Project Description HDD - Replacement of 412 600 LF 12" PVC Water Main HDD Lead Water Services 100 LF 12" PVC Water Main Jack and Bore and Appurtenances and Appurtenances Misc. Sanitary Sewer Repairs Misc Storm Sewer replacement Restoration Restoration HDD Water Services Owner City of Elgin Owner City of Lake Forest Contract $4,221,300 Contract $974,200 Job 2021 Private Side Lead Job Deerpath Road Water Main Service Line Replacement Improvements Engineer Engineering Enterprises Engineer Baxter & Woodman Contact Julie Morrison Contact Bernard Pondexter Phone 630.466.6700 Phone 847.810.3556 Email jren^rr¢ fru ;alo ,fiu EmailLiu r9tt ria rgytdR@;2r C,cn Start 4/1/2022 Start 3/1/2022 Complete 5/1/2023 Complete 5/1/2022 Project Description HDD - Replacement of 385 Project Description 2100 LF - 8" and 12" PVC/HDPE WM Lead Water Services 500 LF - 6", 8" and 12" and Appurtenances PVC - Open Cut WM Misc. Sanitary Sewer Repairs Valves, Hydrants and Restoration HDD Water Services Misc. Sanitary Sewer Repairs Restoration Owner Village of Niles Owner Contract $647,500 Contract Job Lead and Galvanized Service Job Line On -Call Emergency Replacement Engineer Village of Niles Engineer Contact Tom Powers Contact Phone 847.588.7900 Phone Email tjr (u7vnnles.ccm Email Start 5/1/2022 Start Complete 5/1/2023 Complete Project Description HDD Emergency Replacement Project Description % Performed by JKC 80% of Lead and Galvanized Water Project Description 7600 LF W-18" DI Open Cut Services Owner City of Evanston Owner Contract $6,127,657 Contract Job 2022 Water Main Improvements and Job Street Resurfacing Project - Bid No. 22-05 Engineer City of Evanston Engineer Contact Chris Venetia Contact Phone 847.448.8126 Phone Email 2 n tia ?oGkf7 9' ftC:P a.jw 0 ' 5 Email Surety Continental Casualty Company Start 6/1/2022 Start Complete 11/1/2022 Complete % Performed by JKC 80% Project Description 7600 LF W-18" DI Open Cut Project Description Valves, Hydrants, and Lead Water Service Replacements and Appurtenances 1170 LF Misc Storm Combined Sewer Replacement Restoration Owner Contract Job Engineer Contact Phone Email Surety Start Complete Project Description Owner Contract Job Engineer Contact Phone Email Surety Start Complete % Performed by JKC Project Description Lake County Public Works Dept. $1,033,400 2022 Water Main Replacement Project Lake County Public Works Tom Miles 847.377.7500 pP It WcImmultilvy 6/1/2022 9/30/2022 600 LF 8" PVC Open Cut WM 850 LF 4" PVC Open Cut WM 2220 LF 4" PVC HDD WM Valves, Hydrants and HDD Water Services Misc. Sanitary Sewer Repairs Restoration Village of Forest Park $112,500 Jackson Blvd. Lead Service Replacement Project Christopher Burke James Amelio 847.652.1343 otaleNuo nt .ktj Ls.Qm 7/1/2022 7/15/2022 Lead Water Service Replacements Village of Gurnee $1,022,876 2022 Juniper Water Main and Sanitary Sewer Improvement Village of Gurnee Nicholas Leach 847.599.7550 OP 2gV'p&Ydg9;it ft.,skvc¢l5 18.w¢f Continental Casualty Company 911/2022 11/7/2022 90% 1,300 LF PVC Water Main Valves, Hydrants and 800 LF Misc. San. Sewer 455 LF Misc. Storm Sewer Water Services Restoration Owner Prairie Path Water Company Contract $105,000 Job Delmar Woods, Deerfield, IL Lead Water Service Contact Replacements Contact Mike Miller Phone 847-497-9348 Email rovuf o ,apC4k r mIgriiu-te, VtaVater,,g�:r m Engineer Prairie Path Water Company Start 10/1/2022 Complete 12/31/2022 Project Description Replacement of private Project Description lead water services Project Description for residents in Delmar Woods subdivision Owner Village of Grayslake Contract $2,549,902 Job Midlothian Road Water Main Improvements Contact Dan Strahan Phone 847-821-6233 Email tla atirx0rfurogea ;yrs r wr1,g Engineer Gewalt Hamilton Assoc., Inc. Surety Continental Casualty Company Start 5/1/2023 Complete 8/25/2023 % Performed by JKC 90% Project Description 3913 LF 12" DIP Open Cut Project Description 1121 LF 12" DIP DD Valves, Hydrants and Misc. Sanitary Sewer Repairs Restoration 250' storm sewer Owner Village of Kennilworth Contract $1,154,000 Job Brier St., Maclean Ave. and Park Drive Water Main Replacement Contact Don Leicht w/ Kennilworth Phone 847-257-2354 Email Dleicht@vokil.org Engineer Ciorba Group Surety Continental Casualty Company Start 11/1/2022 Complete 5/1/2023 % Performed by JKC 90% Project Description 2100 LF 8" Water Main HDD 700 LF 8" Open Cut Water Main HDD Water Services Pavement Patching and Concrete Restoration 250' storm sewer E. KENNEDY CONSTRUCTING CORP. EY PERSONNEL NNS;EXPERIENCE NAME TITLE EXPERIENCE ___...w...._.JOELµKENNEDY_w........... �. w....w........_.._......................... 50 YEARS EXPERIENCE IN ALL FACETS OF UNDERGROUND SEWER AND WATER CONSTRUCTION. ......... .............. DAN KENNEDY __.. _ _...... .......... ____._ VICE 17 YEARS EXPERIENCE PRESIDENT/PROJECT UNDERGROUND SEWER SUPERINTENDENT AND WATER CONSTRUCTION. OPEN CUT AND DIRECTIONAL DRILLING _w_......SEAN�REDWINE._.w....._.......... __..PROJECT MANAGER ..._._.........._m.w�w_..�w... ......_ ..........�...._....�...........,.......w...�.....�......__.......,._... 12 YEARS EXPERIENCE UNDERGROUND SEWER AND WATER CONSTRUCTION. rvn µm MIKE PATTI, P.E.µ pmm PROJECT ENGINEER E 20 YEARS EXPERIENCE UNDERGROUND SEWER AND WATER CONSTRUCTION. PATRICK MCKIERMAN PROJECT MANAGER Yµµµµ 3 .._............. �mm_.............._. .wH. EARS EXPERIENCE LEAD WATER SERVICE REPLACEMENTS. All of the above -noted personnel have performed satisfactorily on other contracts of like nature and magnitude. Joel Kennedy Constructing Corp. 2830 N. Lincoln Avenue CHICAGO, IL 60657 Certificate of Eligibility Contractor No 3123 WHO HAS FILED WITH THE DEPARTMENT AN APPLICATION FOR PREQUALIFICATION STATEMENT OF EXPERIENCE, EQUIPMENT AND FINANCIAL CONDITION IS HEREBY QUALIFIED TO BID AT ANY OF DEPARTMENT OF TRANSPORTATION LETTINGS IN THE CLASSES OF WORK AND WITHIN THE AMOUNT AND OTHER LIMITATIONS OF EACH CLASSIFICATION, AS LISTED BELOW, FOR SUCH PERIOD AS THE UNCOMPLETED WORK FROM ALL SOURCES DOES NOT EXCEED $45,650,000.00 001 EARTHWORK $3,975,000 012 DRAINAGE $21,400,000 014 ELECTRICAL $750,000 017 CONCRETE CONSTRUCTION $5,125,000 032 COLD MILL,PLAN. 8 ROTOMILL $1,350,000 034 DEMOLITION $950,000 036 TUNNEL EXCAVATION $2,525,000 09A HIGHWAY STRUCTURES $150,000 THIS CERTIFICATE OF ELIGIBILITY IS VALID FROM 2/28/2023 TO 2/29/2024 INCLUSIVE, AND SUPERSEDES ANY CERTIFICATE PREVIOUSLY ISSUED, BUT IS SUBJECT TO REVISION OR REVOCATION, IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM OR OTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. ISSUED AT SPRINGFIELD, ILLINOIS ON 2/28/2023. IL 4940645 VILLAGE OF MOUNT PROSPECT FAIRVIEW GRAVITY SEWER PROJECT Addendum No. 1 Issued :March 7, 2024 Need for Addendum: I. CLARIFICATIONS TO BID DOCUMENTS: To clarify questions submitted to the Village by prospective bidders. II. REVISIONS TO BID DOCUMENTS: To clarify details of the bid documents revised after original publication. Additional Instructions to Bidders: This addendum must be included with a bid. A signature at the bottom of this form by the bidder is required to be included with a bid. This Addendum Does Not result in a change to the bid date and time. This Addendum DOES result in a change to the bid schedule of quantities. T eK e--,)s�� C Z s `{� �� G 'q Companyw_..-�......__�w_.._....., Print Name Title Signature vi,IJ2y Date ADDENDUM #1 A-1 Issued for Addendum: 03/07/2024 VILLAGE OF MOUNT PROSPECT FAIRVIEW GRAVITY SEWER PROJECT Addendum No. 2 :issued March 8, 2024 Need for Addendum: I. CLARIFICATIONS TO BID DOCUMENTS: To clarify questions submitted to the Village by prospective bidders. Additional Instructions to Bidders: This addendum must be included with a bid. A signature at the bottom of this form by the bidder is required to be included with a bid. This Addendum Does Not result in a change to the bid date and time. This Addendum Does Not result in a change to the bid schedule of quantities. k Company Qto Print Name Signature Title Date ADDENDUM #2 A-1 Issued for Addendum: 03/08/2024 VILLAGE OF MOUNT PROSPECT FAIRVIEW GRAVITY SEWER PROJECT Addendum No. 1 Issued March 7, 2024 Need for Addendum: I. CLARIFICATIONS TO BID DOCUMENTS: To clarify questions submitted to the Village by prospective bidders. II. REVISIONS TO BID DOCUMENTS: To clarify details of the bid documents revised after original publication. Additional Instructions to Bidders: This addendum must be included with a bid. A signature at the bottom of this form by the bidder is required to be included with a bid. This Addendum Does Not result in a change to the bid date and time. This Addendum DOES result in a change to the bid schedule of quantities. Company Print Name Title Signature Date ADDENDUM #1 A- I Issued for Addendum: 03/07/2024 This Addendum revises the Contract Documents where noted throughout the Addendum and are considered included in the contract documents. I. CLARIFICATIONS TO BID DOCUMENTS: 1. Contractor Question: How does the contractor deal with the traffic signal conduit at the outfall connection that crosses the pipe trench and is located near the manhole connection? The Contractor shall protect the conduit located near the outfall works. If the Contractor damages the conduit during construction, the Contractor will be responsible for maintenance of the Wolf Road/Central Road intersection in accordance with the Traffic Signal General Requirements special provision. The Maintenance of Existing Traffic Signal Installation pay item has been included in this contract for maintenance of this signal installation for the duration of this project. 2. Contractor Question: Can the contractor have two lanes near the outfall connection? The MOT on the project is being permitted with IDOT based on maintaining the existing movements through the intersection. The shifting of traffic to two construction lanes shall be made at the location shown on the MOT plan. 3. Contractor Question: Please confirm that the proposed 12" will tie into the mwrd drop manhole on the square portion of the structure, and not below it on the round portion. The elevations on the chart on plan page 46 seem to show we will connect into the round portion? Tie in elevation is based upon dimensions provided by MWRD inspection personnel on December 6, 2023 by measurement from the existing structure rim elevation of 653.81 down to "Elevation B" as shown on the MWRD Record drawing. Due to the geometry of the structure and the confined space requirement during the inspection, a full line of site during the measurements could not be maintained with MWRD personnel so the dimensions and elevations have been adopted as recorded in the field. During construction, the Contractor shall verify the elevations prior to coring the structure. It is expected that the connection will occur approximately at the location shown in the following exhibit. ADDENDUM #1 A-2 Issued for Addendum: 03/07/2024 4. Contractor Question: Do the houses on the East side of Horner Lane connect into the existing 8" dip sanitary on the West side of Horner? If so, what is the elevation of the existing 8': Will the services be in conflict? Field locates for services at 101, 103, 105, 107, and 109 Horner Lane were not completed. It should be assumed that these services will cross the proposed sewer trench. Based on the elevation of the 8" sewer in the west parkway, it can be assumed that these services will be between approximately 8' deep. Special Provision 23 — Sanitary Sewer, 12" (Z0057100) shall be revised as stated under Item I in Part II of this Addendum. 5. Contractor Question: Please clarify that we are not connecting any services to the proposed 12" sewer? The work does not include the connection of services to the proposed 12" sanitary sewer. 6. Contractor Question: The existing pavement on the NW corner of Wolf and Central is finished concrete. Does that area get resurfaced or should it be replaced with finished concrete? ADDENDUM #1 A-3 Issued for Addendum: 03/07/2024 Plan Sheets 6 and 29 have been revised to show restoration at this location with PORTLAND CEMENT CONCRETE PAVEMENT 12" (JOINTED). This change is also reflected in the payment schedule and Schedule of Quantities on Plan Sheet 4. 7. Contractor Question: Will we need to show structural design for our support of excavation to the MWRD for the connection? This project is subject to an MWRD WMO permit, which shall comply with the requirements to connection to District Facilities, including structural calculations. Special Provision 26 — Connection to Existing Structure (XX003424) shall be revised as stated under Item 2 in Part 11 of this Addendum. 8. Contractor Question: Please clarify the pay item for "Connection to Existing Structure': The specs call out the MWRDGC detail "Concrete Collar" and "Methods of Connection to MWRD Manholes': The Methods detail show how to connect to a drop connection, but the profile on sheet 16 doesn't show a drop connection. Please clarify if the connection called out on sheet 16 is a drop connection. This connection is not a drop connection. Sheet 38 has been revised to cross out non - applicable items. The connection shall be a cored wall connection as shown in the detail "Connection Directly to Manhole Without Stub" on Sheet 38. See the response to Contractor Queston 3 for the approximate location of this connection. II. REVISIONS TO BID DOCUMENTS 1. Special Provision 23 —Sanitary Sewer, 12" (Z0057100) The following language shall be added to Special Provision 23. Protection of Existing Sanitary Services Construction of the Sanitary sewer shall include the protection of existing sanitary services across the trench by supporting the existing service. If services are damaged during the work, the service shall be saw cut at the limits of the trench and repaired with PVC SDR 26 sanitary service pipe matching the existing diameter. Connection to existing services shall be made with a non -shear coupling. 2. Special Provision 26 — Connection to Existing Structure (XX003424) The following language shall be added to Special Provision 26. ADDENDUM #1 A-4 Issued for Addendum: 03/07/2024 Before construction commences, provide calculations prepared and sealed by a Structural Engineer licensed in the State oflllinois,for excavation support systems that may be required. 3. Special Provision 33 —Sanitary Sewer (Special) (Z0058000) This Special Provision is included in Attachment 2 to this Addendum and shall be added to bid document. 4. Special Provision 34 — Catch Basins, Special (XX008824) This Special Provision is included in Attachment 2 to this Addendum and shall be added to bid document. 5. Changes to the Schedule of Prices The schedule of prices has been revised to include the following new pay items: 42000541 PORTLAND CEMENT CONCRETE PAVEMENT 12" (JOINTED) Z0058000 SANITARY SEWER (SPECIAL) XX008824 CATCH BASINS, SPECIAL The schedule of prices has been revised to reflect changes in quantities for the following current pay items: 35300300 PORTLAND CEMENT CONCRETE BASE COURSE 8" 40603085 HOT MIX ASPHALT BINDER COURSE, IL -19.0 N70 The revised Schedule of Prices has been attached to this Addendum in Attachment 1, listed "Issued for ADDENDUM #1: 03/07/2024" in the footer. The revised items have been bolded. This revised Schedule of Prices shall be used for bidding. 6. Changes to the Plans The following Plan Sheets have been revised based on revisions due to MWRDGC permitting and Contractor Questions. Sheets 1, 4-6, 9-13, 16, 28-29, 36-38 Changes have been clouded and tagged with a 44 111 . These revised plan sheets have been attached to this Addendum in Attachment 3. ADDENDUM #1 A-5 Issued for Addendum: 03/07/2024 ADDENDUM #1- ATTACHMENT 1 REVISED SCHEDULE OF PRICES ADDENDUM #I A-6 Issued for Addendum: 03/07/2024 BID SHEET Fairview Gravity Sewer Project UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per unit. COMPLETE TABLE AS INDICATED BASE BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 20101100 TREE TRUNK PROTECTION EACH 31 20101700 SUPPLEMENTAL WATERING UNIT 13 20800150 TRENCH BACKFILL CU YD 8,084 21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 431 25200110 SODDING, SALT TOLERANT SQ YD 431 28000510 INLET FILTERS EACH 17 35300300 PORTLAND CEMENT CONCRETE SQ YD 1,790 BASE COURSE 8" BITUMINOUS MATERIALS (TACK 40600290 COAT POUND 796 40603085 HOT -MIX ASPHALT BINDER TON 400 COURSE, IL -19.0, N70 42000541 PORTLAND CEMENT CONCRETE SQ YD 159 PAVEMENT 12" JOINTED 42300400 PORTLAND CEMENT CONCRETE SQ YD 197 DRIVEWAY PAVEMENT, 8 INCH 44000100 PAVEMENT REMOVAL SQ YD 1,949 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 219 44000600 SIDEWALK REMOVAL SQ FT 21 44201723 CLASS D PATCHES, TYPE IV, 6 INCH SQ YD 543 66900200 NON -SPECIAL WASTE DISPOSAL CU YD 245 67100100 MOBILIZATION L SUM 1 TEMPORARY PAVEMENT MARKING 70307100 LETTERS AND SYMBOLS - TYPE IV SQ FT 172 TAPE 70307120 TEMPORARY PAVEMENT MARKING - FOOT 7,194 LINE 4" - TYPE IV TAPE 70400100 TEMPORARY CONCRETE BARRIER FOOT 400 70400125 PINNING TEMPORARY CONCRETE EACH 96 BARRIER Fairview Gravity Sewer Issued for ADDENDUM #1: 03/07/2024 14 BASE BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL PRICE IMPACT ATTENUATORS, 70600251 TEMPORARY (NON- REDIRECTIVE, EACH 2 NARROW), TEST LEVEL 3 THERMOPLASTIC PAVEMENT 78000400 MARKING -LINE 6" FOOT 72 THERMOPLASTIC PAVEMENT 78000600 MARKING - LINE 12" FOOT 24 78000650 THERMOPLASTIC PAVEMENT FOOT 14 MARKING - LINE 24" 78001100 PAINT PAVEMENT MARKING - SQ FT 271 LETTERS AND SYMBOLS 78001110 PAINT PAVEMENT MARKING - LINE FOOT 4,104 78001130 PAINT PAVEMENT MARKING - LINE FOOT 326 PAINT PAVEMENT MARKING - LINE 78001150 FOOT 102 POLYUREA PAVEMENT MARKING 78008210 TYPE I - LINE 4" FOOT 340 POLYUREA PAVEMENT MARKING 78008250 TYPE I - LINE 12" FOOT 66 WALL REFLECTORS, TYPE 78200011 CARRIER EACH 64 PAVEMENT MARKING REMOVAL - 78300202 WATER BLASTING SQ FT 2,751 85000200 MAINTENANCE OF EXISTING EACH 1 TRAFFIC SIGNAL INSTALLATION Z0004510 HOT -MIX ASPHALT DRIVEWAY SQ YD 22 PAVEMENT, 3" Z0013798 CONSTRUCTION LAYOUT L SUM 1 Z0018911 DRILL AND GROUT #6 TIE BARS EACH 1,935 Z0030850 TEMPORARY INFORMATION SQ FT 52 SIGNING Z0057100 SANITARY SEWER 12" FOOT 2,054 Z0058000 SANITARY SEWER (SPECIAL) FOOT 5 TEMPORARY TRAFFIC SIGNAL Z0073510 TIMING EACH 1 X4022000 TEMPORARY ACCESS EACH 4 COMMERCIAL ENTRANCE X4023000 TEMPORARY ACCESS (ROAD) EACH 2 MANHOLES, SANITARY, 4'- X6022810 DIAMETER, TYPE 1 FRAME, CLOSED EACH 5 LID X7010216 TRAFFIC CONTROL AND L SUM 1 PROTECTION, SPECIAL Fairview Gravity Sewer Issued for ADDENDUM #1: 03/07/2024 15 BASE BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CONNECTION TO EXISTING XX003424 STRUCTURE EACH 1 XX003668 PRECONSTRUCTION VIDEO TAPING L SUM 1 XX005696 SEWER CONNECTIONS TO EACH 2 STRUCTURES XX008824 CATCH BASINS, SPECIAL EACH 3 XX009049 REMOVE AND REPLACE CURB AND FOOT 1,742 GUTTER SPECIAL XX104100 CONNECTION TO EXISTING EACH 1 MANHOLE MP01 PORTLAND CEMENT CONCRETE SQ FT 22 SIDEWALK, SPECIAL MP02 LIFT STATION DEMOLITION L SUM 1 TOTAL Fairview Gravity Sewer Issued for ADDENDUM #1: 03/07/2024 16 ADDENDUM #1- ATTACHMENT 2 NEW SPECIAL PROVISIONS ADDENDUM #1 A-7 Issued for Addendum: 03/07/2024 Village of Mount Prospect Fairview Gravity Sewer Page 43 33. SANITARY SEWER (SPECIAL) (Z0058000) Description. This work shall match the requirements for Special Provision 23 — Sanitary Sewer, 12" except that the sanitary sewer shall be ANSI A21.51 Ductile Iron Pipe with joints complying with ANSI 21.11 and shall have a nominal diameter of 12". Basis of Payment. This work will be paid at the contract unit price per lineal foot, for SANITARY SEWER (SPECIAL), measured in place, which price shall be full compensation for all work and materials required for a completed sewer line including granular pipe bedding, haunching, and cover material, installation of non -shear couplings, connections to manholes and sewers if not already specified, removing material from roadway due to heavy rain forecasted, televising and reporting, testing, restoration of areas outside of the limits indicated on the plans, and other items necessary to provide a complete installation. 34. CATCH BASINS, SPECIAL (XX008824) Description. This work shall include the removal and replacement of existing catch basins that interfere with the construction of the proposed sanitary sewer. Catch basins shall be removed and replaced with a new catch basin having the same diameter, depths, frame, and grate. Work shall be in accordance with applicable articles of IDOT Sections 602 and 605. Work shall also include removal and replacement of any storm sewer connected to the catch basins that require removal due to the catch basin work. Basis of Payment. This work will be paid at the contract unit price per each, for CATCH BASINS, SPECIAL. 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I I I I I I I I I I I III � I m O 00+bIZ d1S 3NPH0iVA 8Z 133HS 33S ❑ N W J W W z O o S o U _ > a m w w ce 0 U Z U LU ¢ C) C� Z w O CC ❑ S O w vwi J ¢a a w g O w Q Z � u � OU QQ w cC Q OU w w O cn d w w O J to p Q Q z m Q a' Z O o a p m m Q O Q O Q U¢ U ¢ K w J w z O u O O H In J U U O a w U z K O O z � Ld4>0 < Q F- uj < I.- w ( ry, < > r) CL z cr R 2 < U) L) ui 7 w 0 4) z E LU CL ui (a CL 4) aa � � �\\ / \ 4)0 o U) v .............. , 0 z0 0 0 IM z < (L Ir x Ir Z) 79 .1 < Q F- uj < I.- w ( CL CO Ir R 2 < U) < n < ui 7 w 0 4) z E LU CL ui (a CL 4) aa (D U) 4)0 o U) v .............. , 0 IM CL w 2 (L Ir x Ir Z) 79 .1 ui < 0 C) 0 0 �6 12 Im U) Cl) 116 cZ)U) c w cc U) W LU Z D z C\j z I— C5 0 w 02 CD M ui Ir 0 Cc '. Z' EL � m 0 < ILL, LLJ W P-1 , CO Z z LU B/F- 0 00 z CO 0 < MM............ UMN: Im w CD 0 < T<0 2 w 0 0 lo WOW O a a U a �o&� �o x� w ow b 8 jm � v i zU z F a o G Q 0 F x 0 3z 3 a U6 � I-4 J 3 �s ( z oC W a a Z O m J w Q W Q a U a �o&� �o x� w ow b 8 jm � v i zU z F a o ou zz Q 0 F x 0 3z 3 a U6 � I-4 J 3 3 J O o o z z F �o&� �o x� w ow b 8 o °� w aeYrc s �rvm 2 H o ou zz Q 0 F x 0 3z 3 a U6 � (' J 3 �s ( z oC W 3 J O o o z z F �o&� �o x� w ow b 8 w mss Ww �w w aeYrc s �rvm 2 H w moo ou zz Q Z� F x 0 3z 3 a _ � a J 3 3 J O o o z z F �o&� �o x� w sm w aeYrc s �rvm 2 H 0 ou zz z 0 3 J O o o z z F �o&� �o x� w w aeYrc s �rvm 2 H 3 J O o o z z F (7 ' O f.7 l a o a � F w 0 ou zz z 0 J 3 z W W a a Z O m J w Q W Q Z J w<IJ U Q W F— Lf Ot: U Z �Q Z wa LLJ 5z m_} C r O w w 5 Q J y W6 F p> T m W H ?oo z X z Q LLJ F Zai U J g ow< w LL a �a� o z Nwo z Q W a Coa w a =coo 0 "oho wLL Z 3 a O UQ� CoQ m Jew Tsui to Q J JW �m ¢=yvJ �0Yd OQgF 0y S J¢W=JF� w Ude¢¢¢= O U)<mo z Z=wz ooesz-Q C �gw��Qz � O�J UW =w� =JU 'S �Q 3:0 uE W O (0 2 F C ova gN dN ou zz a O UQ� CoQ m Jew Tsui to Q J JW �m ¢=yvJ �0Yd OQgF 0y S J¢W=JF� w Ude¢¢¢= O U)<mo z Z=wz ooesz-Q C �gw��Qz � O�J UW =w� =JU 'S �Q 3:0 uE W O (0 2 -,7- --- - --- - ----- - ----- - ----- (U 4� 0 C > C) 0 co . . . . . 4- (0 M (U 2 Lj 4� 6 -a .......... L- CL ti CL (U CL 41 2: 37 75 (1) 4� = E (U 16 rz E 4� C. z -ia) N m LIM O (U b a) (U (U rz z a) w 0 Ln (U 0 4-+ z > (u a) C) 4� a) U*) TD 0 Jd 3: (u 0 Jd 4� u co ru C) Jd a) co 0 CL2- (1) (U . 0 (U o - 'ib E 41 0 U 0D (u C, 0) LU U ys U*) (N M (U C: 0 =0 C: U C: U*)LU OO P < > LU : < 0- =0 O iLz - --- ------ FU 0 0 ra CL ra CL .— D U*) CL o zo 4� 4� - - ---------- O c 0• z J V C:(1) (U (1) U*) --- - --- - ----- - ----- - ----- (U 4� 0 C > C) 0 co . . . . . 4- (0 M (U 2 Lj 4� 6 -a .......... L- CL ti CL (U CL 41 2: 37 75 (1) 4� = E (U 16 rz E 4� C. z -ia) N m LIM O (U b a) (U (U rz z a) w 0 Ln (U 0 4-+ z > (u a) C) 4� a) U*) TD 0 Jd 3: (u 0 Jd 4� u co ru C) Jd a) co 0 CL2- (1) (U . 0 (U o - 'ib E 41 0 U 0D (u C, 0) LU U ys U*) (N M (U C: 0 =0 C: U C: U*)LU OO P < > LU : < 0- =0 O iLz ADDENDUM #1- ATTACHMENT 4 PRE-BID MEETING SIGN IN SHEET ADDENDUM #I A-9 Issued for Addendum: 03/07/2024 � Q v o ' o '7*' WE 00 O Zt N w r- � N " ti O a oo r� C o C7 r c CL o114)' 7 O c°v d Its X l- a, 4 +. o mE _ w tV) Y Z U 14 VILLAGE OF MOUNT PROSPECT FAIRVIEW GRAVITY SEWER PROJECT Addendum No. 2 Issued March 8, 2024 Need for Addendum: I. CLARIFICATIONS TO BID DOCUMENTS: To clarify questions submitted to the Village by prospective bidders. Additional Instructions to Bidders: This addendum must be included with a bid. A signature at the bottom of this form by the bidder is required to be included with a bid. This Addendum Does Not result in a change to the bid date and time. This Addendum Does Not result in a change to the bid schedule of quantities. Company Print Name Title Signature Date ADDENDUM #2 A-1 Issued for Addendum: 03/08/2024 This Addendum revises the Contract Documents where noted throughout the Addendum and are considered included in the contract documents. I. CLARIFICATIONS TO BID DOCUMENTS: Contractor Question: How long will the MWRD take for their review process? What level of detail will be required for the calculations? Will the contractor be liable for liquidated damages if the review causes us to miss our completion date? The Village and MWRD have been coordinating on this project at all levels since 2019. MWRD has been contacted about the need for a quick turnaround time on the structural review and the Village will continue to push MWRD for a quick review time on the Contractor's behalf. The attached exhibit has been provided to MWRD as an example of the level of detail we are requesting for pre -approval. This is not a proposed structural design but has been included here to illustrate information approved in the past by MWRD for a similar connection. The Contractor will not be liable for constraints outside of their control that impact schedule. The Village will review any delays caused by MWRD structural review relative to liquidated damages as a constraint outside of Contractor control. 2. Due to the depth and location of the excavation, MWRD review time and the finished concrete restoration, can the June 31 Central Road completion date be extended? Extensions will be reviewed during construction based on the response to Item 1 above. The Village may also consider transferring any reasonable minor restoration to the STP project that will begin on Central Road after the sewer work as a possible option. ADDENDUM #2 A-2 Issued for Addendum: 03/08/2024 MODEL NUMBER PR04-812D MAX. SOIL DEPTH PSF #6812-4 TRENCH SHIELD CERTIFICATION A COPY OF THIS SHEET MUST ACCOMPANY EACH CORRESPONDING TRENCH SHIELD AT EVERY JOB SITE. SERIAL NU{ DER SIZE 16267 8' HIGH X 12' LONG TYPE A 80 FEET 2011 __-..........vv...... I — . Stiff Cohesive Soil, 25 PSF per foot, clay, silly clay, clay loam with unconfined compressive strength of ton per square foot or greater. See note 7. TYPE B 45 FEET 2011 Medium Cohesive to granular soil, 45 PSF per foot of depth. Clay with unconfined compressive strength greater than 0.5 TSF but less than 1.5 I TSF. Cohesionless gravel, silt, silt loam or sandy loam. See note 8. :IEJC 34 FEET 2011 I Soft Cohesive to Saturated Soil, 60 PSF per foot of depth. Clay with unconfined compressive strength less than 0.5 TSF, saturated sand, clay or fractured rock that is not stable. See note 9. 18' MN illy DEPTH i II III II 24- MAX. II II PPO-7EC EQUIP 01tif I III m(if// c`-1..*"SCOTT GILLETT *-4 UJ = C-) ENGINEER zw E NO. '--...32040...-' 4,; 4, ""1?&FE S S I 0*' rntiutU )ed according to OSHA Subpart P. truncri ana oniy IT mere is no POSSIDIG loss of soil from behind or below bottom of shield. 3) A minimum of 2 spreader pipes are required on each end with man- ufacturer approved pins and keepers. 4) Repairs and modifications must first be approved by manufacturer or registered professional engineer. 5) Shields may be stacked as long as each is rated to the depth it is used and manufacturer approved stack connections are utilized to 6) Surcharge loads have not been included in the above depth ratings. The allowable working depth of the shield must be reduced,to account for any surcharge loading which occurs within the influence line of the shield. 7) Not Type A if fissured, red, subject to vibration, previously disturbed or part of a sloped layered system where layers dip into excavation on a slope of four horizontals to one vertical (4H:lV),or greater. 8) Previously disturbed soils may be Type B unless they would be classed as Type C. Soil that meets requirements of Type A but is subject to vibration or fissured may be Type B. Dry rock that is not stable or soil that is part of a sloped layered system where layers dip into the excavation on a slope less steep than four horizontal to one vertical (4HAV) are Type B if material would otherwise be clas- sified as Type B. 9) Soil in a sloped layered system where layers dip into the excavation on a slope of four horizontal to one vertical (4HAV) or steeper may be Type C. Saturated soil or soils from which water is freely seeping but is not standing in the trench. * Conditions more severe would require dewatering or the sealing of four sides of the excavation and pumping the trench. Such severe conditions would require the services of a soils engineer to establish the design pressure. Consult the manufacturer for pressures exceeding tabulated values. 10) PRO -TEC trench shields are to be used in accordance with Federal, state and Local laws. Refer to Occupational Safety and Health Administration (OSHA) rules and regulations Vol. 54, No. 209, 10/31/89, Part 1926, Subpart P. Usage of trench shields other than specified could cause failure or cave-ins resulting in serious injury or death. P.O. Box Box 130. 1298 Lipsey Drive - charlotte, MI 48813 Phone: (517) 541-0303. 1 (800) 292-1225 - Fax: (517) 541-0329 /\ COPY OF THIS SHEET MUST ACCOMPANY EACH CORRESPONDING TRENCH SHIELD AT EVERY JOB SITE MODEL NUMBER WEIGHT SERIAL NUMBER SIZE PR04-1012 7585 1012-31 10`H|GH><12'LON{3 SOIL MAX DEPTH PSF SOIL DESCRIPTION TYPE A 58 FEET 1457 Stiff Cohesive Soil, 25 PSF per foot, clay, silty clay, clay loam with unconfined compressive strength of 1.5 ton per square foot or greater. See note 7. Medium Cohesive to granular soil, 45 PSF per foot of depth. Clay with TYPE B 32 FEET 1457 unconfined compressive strength greater than 0,5 TSF but less than 1.5 TSF. Cohesionless gravel, silt, silt loam or sandy loam. See note 8. Soft Cohesive to Saturated Soil, 60 PSF per foot of depth. Clay with TYPE C 24FEET 1457 unconfined compressive strength less than 0.5 TSF, saturated sand, clay or fractured rock that is not stable. See note 9. U Slope must begin no less than 18" below the top of shield. 2) Shield may be suspended no more than 2 feet above bottom of the trench and only if there is no possible loss of soil from behind or LIMITATIONS 1) Soil above shield must be sloped according to OSHA Subpart below bottom of shield. 3> Aminimum cf2spreader pipes are required oneach end with manufacturer approved pins and keepers. 4) Repairs and modifications must first be approved by manufacturer u/registered professional engineer. 5> Shields may bestacked aalong uceach israted hothe depth itia used and manufacturer approved stack connections are utilized to prevent lateral movement ofthe shields. 6) Surcharge loads have not been included in the above depth ratings. The allowable working depth vfthe shield must be reduced to account for any surcharge loading which occurs within the influence line ofthe shield. 7) Not Type Aiffissured. Subject tovibration, previously disturbed or part ofasloped layered system where layers dip into excavation onaslope nffour horizontals tuone vertical (4H:l\)orgreater. O) Previously disturbed soils may be Type B unless they would be classed as Type C. Soil that meets requirements of Type A but is subject to vibration or fissured may be Type B. Dry rock that is not stable or soil that is part of a sloped layered system where layers dip into the excavation on a slope less steep than four horizontal to one vertical (4HIV) are Type B if material would otherwise be classified as Type B. 9) Soil inasloped layered system where layers dip into the excavation onoslope offour horizontal 0oone vertical H:1V)or steeper ma be Type C.Saturated soil orsoils from which water is freely pio but it standing |nthe trench. Conditions more severe would require dewatering urthe sealing offour sides ofthe excavation and pumping the trench. Such severe conditions would require the services nfasoils engineer Voestablish the design pressure. Consult the manufacturer for pressures exceeding tabulated values. 10 PR0-TECtrench shields are Vobeused inaccordance with Federal, state and Local laws. Refer hoOccupational Sofetyeod Health Administration (U8HA)rules and regulations Vol. 54.No. 209. 10/3109, Part 182G.Subpart P. Usage of trench shields other than specified could cause failure or cave-ins resulting in serious injury or death. Phone (517) 54/ (51 -0329