Item 4.B — York Avenue watermain and streets

ITEM TITLE: CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY AGENDA ITEM NUMBER: Lf rl:::)r Resolution No. 26-R-0063 - Contract Award - John Neri Construction Company, Inc. -York Avenue Area Watermain COMMITTEE AGENDA DATE: Aug 6, 2026 and Streets Rehabilitation Project in an Amount Not to COUNCIL AGENDA DATE: Aug 17, 2026 Exceed $3,597,342.90 STAFF REVIEW: Mehul T. Patel, P.E., CFM, Director of Public Works SIGNATURE. _________ _ APPROVED BY CITY ADMINISTRATOR: Viviana Ramirez SIGNATURE ______ ___ _ ITEM SUMMARY: In April 2025, the City was awarded Community Development Block Grant (CDBG) funding from DuPage County for the York Avenue Area Watermain and Streets Rehabilitation Project (Project) in the amount not to exceed $600,000.00. Subsequently, the City entered into an Intergovernmental Agreement (IGA) with DuPage County on March 3, 2026, for acceptance of grant funds for the Project. The IGA requires the City to complete the Project and expend the full CDBG funding amount by February 26, 2027. The Project limits are on York Avenue between the dead end and Oakwood Avenue, Garden Street between Washington Street and Grand Lake Boulevard, and lngalton Avenue between Washington Street and Grand Lake Boulevard, as denoted in the enclosed location map. The net length of roadway improvements is approximately 5,708 feet or 1.08 miles. The scope of the Project includes the installation of a new 8" ductile iron water main and the associated appurtenances, approximately 90 lead water service line replacements, pavement milling, hot-mix asphalt (HMA) surface course installation, spot Portland Cement Concrete (PCC) curb and gutter removal and replacement, mid-block PCC sidewalk removal and replacement, ADA sidewalk curb ramp, parkway restoration, manhole structure repair and adjustments, thermoplastic pavement markings, and miscellaneous work necessary to complete the Project. The initial request for bids was advertised in the Daily Herald and on an online bidding platform QuestCDN on April 7, 2026. Staff opened bids on April 28, 2026. Due to bids being significantly over budget, all bids were rejected by the City Council on May 18, 2026. Furthermore, staff discussed the project with the DuPage County Community Development Commission to determine if there are mechanisms in place to request additional grant funds or to reduce the Project scope to better align the Project with the approved FY 2026 budget. The request for additional grant funding would require re-application and evaluation which would delay the Project by an additional two years, pending County Board approval. The County and staff mutually agreed on the reduction of the scope to keep the Project on schedule. Proposed changes in Project scope will require an amendment to the IGA, including a necessary time extension to complete and close out the Project in FY 2027. The scope change and the amendment to the IGA must be approved by the County Board before the City can award the Project, which is expected on August 11, 2026. The County must also approve the apparent low bidder, which is also expected on or before August 11, 2026. The County Board is expected to consider the amendment to the IGA and approval of the apparent low bidder on August 11, 2026. Staff anticipates those approvals will be obtained prior to City Council consideration on August 17, 2026. The Project scope was reduced in concurrence with DuPage County, and the grant agreement was modified before re-advertising in the Daily Herald and on an online bidding platform QuestCDN on July 7, 2026. Staff opened bids on July 28, 2026 and the results of the bid opening are listed below.

CITY OF WEST CHICAGO BASE BID RANK CONTRACTOR SUBMITTAL (BASE BID) AMOUNT John Neri Construction Company $3,597,342.90 1 H. Linden & Sons Sewer & Water $3,650,502.59 2 J. Congdon Sewer Service, Inc. $3,789,188.52 3 C. Szabo Contracting, Inc. $3,847,325.00 4 Performance Construction & EnQineerinQ $3 858 000.00 5 Swallow Construction Co. $3,999,999.99 6 Trine Construction Corp. $4,284,529.91 7 ENGINEER'S EST/MA TE $3,884,161.61 NIA The FY 2026 budget includes $1,706,500.00 under the Capital Projects Fund Account No. 08-34-53-4807, $1,409,200.00 under the Water Fund Account No. 06-34-47-4806, and $50,000.00 under the Sewer Fund Account No. 05-34-43-4806, for a total of $3,165,700.00 for the construction of the Project. The responsible low bidder, John Neri Construction Company's bid amount of $3,597,342.90 was $431,642.90 or approximately 13.63% over the budget amount of $3,165,700.00. Staff believes that the increases in fuel cost, material costs, industry workload and more than expected lead service lines within Project limits are the biggest factors for inflated bids. The Project is designed to have a winter shutdown and complete construction in 2027. As such, the budget shortage of $431,642.90 will be appropriately budgeted in the FY 2027. The CDBG agreement for this Project expires on February 26, 2027, and an extension will be required to complete the construction. Staff have attempted to extend the expiration; however, the County has suggested that Project construction must be progressing to consider an extension. Staff anticipates the extension will be granted. Staff recommends approval of the award. ACTIONS PROPOSED: Approve Resolution No. 26-R-0063 authorizing the Mayor to execute a contract with John Neri Construction Company, Inc. of Addison, Illinois for the York Avenue Area Watermain and Streets Rehabilitation Project in an Amount Not to Exceed $3,597,342.90 COMMITTEE RECOMMENDATION:

RESOLUTION NO. 26-R-0063 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH JOHN NERI CONSTRUCTION COMPANY, INC. OF ADDISON, ILLINOIS FOR THE YORK AVENUE AREA WATERMAIN AND STREETS REHABILITATION PROJECT IN AN AMOUNT NOT TO EXCEED $3,597,342.90 BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the Mayor is hereby authorized to execute a contract with John Neri Construction Company, Inc. of Addison, Illinois for the York Avenue Area Watermain and Streets Rehabilitation Project in an Amount Not to Exceed $3,597,342.90, in substantially the form attached hereto and incorporated herein as Exhibit "A". APPROVED this 17th day of August 2026. AYES: NAYES: ABSTAIN: ABSENT: Mayor Daniel Bovey ATTEST: Executive Office Manager Valeria Biggerstaff

PROJECT LOCATION MAP York Avenue Area Water Main and Streets Rehabilitation Project West Chicago, DuPage County, Illinois Project Length: 5,709 feet or 1.081 miles ,, { Wontl.ill Avo i, ~ g r ~ ! . . .. .; 1 C t Gra 11<I Lake B lvd W Grand Lake Blvd .. E Grand L~kc Bh1 d ~ (j") ;;; .. I'; DI . a. 0 ,:. Turnor Ave z o, (D '\:. ::, !a E p 1na St Falrvie~\I Ave 0;:tkwotJd Cematar,,.· 5" ~ (0 ; DI WYorkAve ;;; ~ ~e s -t· ~ 1;" ::, .. ., ,u .. • ,llff . ] I "' 3 "' E Mcconn-ell Ave I W,nlie!d Tow11~'1in ~ z "" Of'ka::i " ~ \ :, ;;· ·~ ~ ~ "~ ~ _->o'Q, E W_.i!'filng~oifS~ "). West Chicago Legend: ,;,' • ~~ ... \ · o''"?)\/ .,, - Project Limits 1;. •' ~~, ... ~' '9~ ,., - Water Main Improvements ,ii $ 1 "', c,0 ,ii WosL Chicago . - <J)

MEMORANDUM th l,~ as. engineering group s e r v i c e a t t h e h i g h e s t g r a d e 6 762 shoreline drive suite 200 aurora, illinois 60504 TO: Dave Shah, P.E. -Assistant Director of Public Works, City of West Chicago FROM: Doug Masters - Municipal Operations Supervisor, Thomas Engineering Group, LLC DATE: July 29, 2026 RE: Bid Proposal Evaluation - York Avenue Area Water Main and Streets Rehabilitation Project (DuPage County, CDBG Project No. CD25-03) Thomas Engineering Group, LLC (TEG) prepares this memo to pre-recommend a general contracting firm for performing water main installation and roadway construction for the City's York Avenue Area Water Main and Streets Rehabilitation Project (CD25-03). The work as shown in the bid documents consists mainly of roadway resurfacing, water main replacement, sewer pipe and structure repairs, and concrete flat work. All quantities on the Bid Schedule of Prices were used in determining the lowest responsible bidder. On Tuesday, July 28, 2026, staff received and opened seven (7) bid proposals from interested firms. A bid tabulation worksheet with engineer's estimate (attached) was developed for evaluation of the bid values submitted at the bid opening. Staffs evaluation of bids included consideration of the base-bid's unit prices and past performance with other municipalities and counties. Based on the attached tabulation, John Neri Construction Co., Inc. (John Neri), from Addison, IL, submitted the lowest overall base-bid cost proposal. Below is a table depicting the bid results: CONTRACTOR BID SUBMITTAL OVERALL AMOUNT RANK John Neri Construction Co., Inc. $3,597,342.90 1 H. Linden & Sons $3,650,502.59 2 J. Congdon Sewer Service, Inc. $3 789 188.52 3 C. Szabo Contracting, Inc $3,847,325.00 4 Performance Construction & Engineering, LLC $3,858,000.00 5 Swallow Construction Corp. $3,999,999.99 6 Trine Construction Corp. $4,284,529.91 7 ENGINEERS ESTIMATE $3,884,161.61 NA at th• highest grade•

July 29, 2026 RE: Bid Proposal Evaluation - York Avenue Area Water Main and Streets Rehabilitation Project (CD25-03) Page 2 of2 John Neri submitted a base bid proposal value of$3,597,342.90, approximately 7.4% less than the engineer's estimated cost of $3,884,161.61. The second lowest bid proposal, submitted by H. Linden & Sons, was $3,650,502.59. John Neri has been in the business for over 50 years and is well known in the construction business. Additionally, Thomas Engineering Staff members have worked with John Neri on similar type projects where they have performed in a satisfactory manner. John Neri is registered by the Illinois Department of Transportation as a prequalified subcontractor. This information can be found on IDOT's website. Please keep in mind that this project is partially funded with federal grant funds through the County's CDBG - Neighborhood Investment Program. As such, the County's approval of the apparent low bidder is a County requirement before the City can formally award the project's contract. I have contacted the County and provided them with their required post-bid opening documents, and requested their approval to award John Neri the project's contract. I will notify you as soon as the County corresponds back to me. Once we receive the County's approval, TEO will be recommending that the project's contract for the York Avenue Area Water Main and Streets Rehabilitation Project (CD25-03) be awarded to the lowest responsible bidder, John Neri Construction Co., Inc., for a contract amount not to exceed $3,597,342.90. Should you have any questions or need additional information, please feel free to contact me. Enclosures: Bid Tabulation with Engineer's Estimate with- York Avenue Area Water Main and Streets Rehabilitation Project (CD25-03) cc: - York Avenue Area Water Main and Streets Rehabilitation Project (CD25--03)-Project File

Project: York Avenue Area Watermain and Streets Rehabiliation Project (CD25-03) Road District: City of West Chicago, DuPage County Letting: July 28, 2026, 11:00 AM, 7 bids submitted Prepared by: Thomas Engineering Group, LLC ITEM NO. ESTIMATED QUANTITY UNIT EST. QUANTITY EST. UNIT PRICE EST. BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL 1 TREE ROOT PRUNING EACH 15 190.96 $ 2,864 150.00 $ 2,250.00 $ 120.00 $ 1,800.00 $ 110.00 $ 1,650.00 $ 150.00 $ 2,250.00 $ 125.00 $ 1,875.00 $ 350.00 $ 5,250.00 $ 157.50 $ 2,362.50 $ 2 EARTH EXCAVATION CU YD 35 77.09 $ 2,698 75.00 $ 2,625.00 $ 52.00 $ 1,820.00 $ 120.00 $ 4,200.00 $ 77.00 $ 2,695.00 $ 85.00 $ 2,975.00 $ 55.00 $ 1,925.00 $ 92.29 $ 3,230.15 $ 3 MAILBOX REMOVE AND REPLACE EACH 10 316.50 $ 3,165 300.00 $ 3,000.00 $ 50.00 $ 500.00 $ 200.00 $ 2,000.00 $ 250.00 $ 2,500.00 $ 250.00 $ 2,500.00 $ 200.00 $ 2,000.00 $ 1,110.70 $ 11,107.00 $ 4 INLET FILTERS EACH 55 250.00 $ 13,750 200.00 $ 11,000.00 $ 30.00 $ 1,650.00 $ 50.00 $ 2,750.00 $ 285.00 $ 15,675.00 $ 225.00 $ 12,375.00 $ 225.00 $ 12,375.00 $ 294.82 $ 16,215.10 $ 5 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 100 61.80 $ 6,180 45.00 $ 4,500.00 $ 52.00 $ 5,200.00 $ 85.00 $ 8,500.00 $ 34.00 $ 3,400.00 $ 30.00 $ 3,000.00 $ 68.00 $ 6,800.00 $ 42.00 $ 4,200.00 $ 6 POROUS GRANULAR EMBANKMENT CU YD 100 66.26 $ 6,626 60.00 $ 6,000.00 $ 65.00 $ 6,500.00 $ 85.00 $ 8,500.00 $ 51.00 $ 5,100.00 $ 40.00 $ 4,000.00 $ 45.00 $ 4,500.00 $ 52.50 $ 5,250.00 $ 7 TOPSOIL FURNISH AND PLACE, 4" SQ YD 3,291 6.87 $ 22,609 7.50 $ 24,682.50 $ 6.00 $ 19,746.00 $ 8.00 $ 26,328.00 $ 7.00 $ 23,037.00 $ 4.50 $ 14,809.50 $ 9.00 $ 29,619.00 $ 10.50 $ 34,555.50 $ 8 SEED, BLANKET, & FERTILIZER SQ YD 3,291 11.93 $ 39,262 8.00 $ 26,328.00 $ 6.00 $ 19,746.00 $ 8.00 $ 26,328.00 $ 7.00 $ 23,037.00 $ 7.75 $ 25,505.25 $ 5.00 $ 16,455.00 $ 7.35 $ 24,188.85 $ 9 AGGREGATE BASE COURSE, TYPE B, 4-INCH SQ YD 215 12.27 $ 2,638 7.50 $ 1,612.50 $ 10.00 $ 2,150.00 $ 16.00 $ 3,440.00 $ 16.00 $ 3,440.00 $ 13.00 $ 2,795.00 $ 13.00 $ 2,795.00 $ 19.75 $ 4,246.25 $ 10 AGGREGATE BASE COURSE, TYPE B, 6-INCH SQ YD 150 17.34 $ 2,601 9.75 $ 1,462.50 $ 25.00 $ 3,750.00 $ 20.00 $ 3,000.00 $ 26.00 $ 3,900.00 $ 15.00 $ 2,250.00 $ 17.00 $ 2,550.00 $ 22.90 $ 3,435.00 $ 11 BITUMINOUS MATERIALS (TACK COAT) POUNDS 11,559 0.18 $ 2,081 0.10 $ 1,155.90 $ 0.01 $ 115.59 $ 0.90 $ 10,403.10 $ 1.00 $ 11,559.00 $ 0.01 $ 115.59 $ 0.01 $ 115.59 $ 0.59 $ 6,819.81 $ 12 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 18 419.06 $ 7,543 220.00 $ 3,960.00 $ 200.00 $ 3,600.00 $ 450.00 $ 8,100.00 $ 450.00 $ 8,100.00 $ 200.00 $ 3,600.00 $ 250.00 $ 4,500.00 $ 626.88 $ 11,283.84 $ 13 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 310 153.12 $ 47,468 32.00 $ 9,920.00 $ 22.00 $ 6,820.00 $ 26.00 $ 8,060.00 $ 27.00 $ 8,370.00 $ 20.00 $ 6,200.00 $ 22.00 $ 6,820.00 $ 17.40 $ 5,394.00 $ 14 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 (1.5") TON 1,433 112.99 $ 161,909 114.50 $ 164,078.50 $ 108.00 $ 154,764.00 $ 126.00 $ 180,558.00 $ 126.00 $ 180,558.00 $ 98.00 $ 140,434.00 $ 105.00 $ 150,465.00 $ 103.50 $ 148,315.50 $ 15 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 280 118.45 $ 33,166 135.00 $ 37,800.00 $ 125.00 $ 35,000.00 $ 99.00 $ 27,720.00 $ 99.00 $ 27,720.00 $ 105.00 $ 29,400.00 $ 135.00 $ 37,800.00 $ 123.38 $ 34,546.40 $ 16 PORTLAND CEMENT CONCRETE SIDEWALK 5 TO 6 INCH, SPECIAL SQ FT 6,274 12.43 $ 77,987 13.50 $ 84,699.00 $ 11.00 $ 69,014.00 $ 11.00 $ 69,014.00 $ 11.00 $ 69,014.00 $ 14.00 $ 87,836.00 $ 14.50 $ 90,973.00 $ 12.02 $ 75,413.48 $ 17 HOT-MIX ASPHALT SURFACE REMOVAL, 1-1/4 INCH SQ YD 16,280 3.52 $ 57,306 3.10 $ 50,468.00 $ 3.00 $ 48,840.00 $ 3.20 $ 52,096.00 $ 4.00 $ 65,120.00 $ 2.25 $ 36,630.00 $ 2.50 $ 40,700.00 $ 2.70 $ 43,956.00 $ 18 SIDEWALK REMOVAL SQ FT 6,274 2.40 $ 15,058 2.50 $ 15,685.00 $ 3.00 $ 18,822.00 $ 3.35 $ 21,017.90 $ 4.00 $ 25,096.00 $ 3.00 $ 18,822.00 $ 2.00 $ 12,548.00 $ 3.15 $ 19,763.10 $ 19 CLASS D PATCHES, TYPE I, 6 INCH SQ YD 90 93.01 $ 8,371 112.00 $ 10,080.00 $ 88.00 $ 7,920.00 $ 90.00 $ 8,100.00 $ 90.00 $ 8,100.00 $ 80.00 $ 7,200.00 $ 85.00 $ 7,650.00 $ 76.77 $ 6,909.30 $ 20 CLASS D PATCHES, TYPE II, 6 INCH SQ YD 360 77.09 $ 27,753 103.00 $ 37,080.00 $ 78.00 $ 28,080.00 $ 85.00 $ 30,600.00 $ 85.00 $ 30,600.00 $ 71.00 $ 25,560.00 $ 77.00 $ 27,720.00 $ 67.29 $ 24,224.40 $ 21 CLASS D PATCHES, TYPE III, 6 INCH SQ YD 450 72.85 $ 32,782 98.00 $ 44,100.00 $ 70.00 $ 31,500.00 $ 70.00 $ 31,500.00 $ 70.00 $ 31,500.00 $ 64.00 $ 28,800.00 $ 68.00 $ 30,600.00 $ 66.24 $ 29,808.00 $ 22 CLASS D PATCHES, TYPE IV, 8 INCH SQ YD 2,734 75.00 $ 205,050 64.00 $ 174,976.00 $ 58.00 $ 158,572.00 $ 70.00 $ 191,380.00 $ 70.00 $ 191,380.00 $ 48.00 $ 131,232.00 $ 53.00 $ 144,902.00 $ 84.49 $ 230,995.66 $ 23 DUCTILE IRON WATER MAIN, 6" FOOT 375 172.57 $ 64,715 124.00 $ 46,500.00 $ 135.00 $ 50,625.00 $ 150.00 $ 56,250.00 $ 181.00 $ 67,875.00 $ 100.00 $ 37,500.00 $ 150.00 $ 56,250.00 $ 104.89 $ 39,333.75 $ 24 DUCTILE IRON WATER MAIN, 8" FOOT 3,743 185.66 $ 694,916 182.00 $ 681,226.00 $ 140.00 $ 524,020.00 $ 175.00 $ 655,025.00 $ 284.00 $ 1,063,012.00 $ 185.00 $ 692,455.00 $ 165.00 $ 617,595.00 $ 124.01 $ 464,169.43 $ 25 HORIZONTAL DIRECTIONAL DRILL DUCTILE IRON WATER MAIN, CLASS 52, 8" FOOT 300 200.00 $ 60,000 240.00 $ 72,000.00 $ 240.00 $ 72,000.00 $ 220.00 $ 66,000.00 $ 311.00 $ 93,300.00 $ 250.00 $ 75,000.00 $ 225.00 $ 67,500.00 $ 292.09 $ 87,627.00 $ 26 WATER VALVES 8" EACH 12 2,942.58 $ 35,311 3,450.00 $ 41,400.00 $ 3,500.00 $ 42,000.00 $ 3,000.00 $ 36,000.00 $ 1,934.00 $ 23,208.00 $ 3,200.00 $ 38,400.00 $ 8,500.00 $ 102,000.00 $ 5,088.35 $ 61,060.20 $ 27 FIRE HYDRANTS TO BE REMOVED EACH 11 950.00 $ 10,450 900.00 $ 9,900.00 $ 1,000.00 $ 11,000.00 $ 350.00 $ 3,850.00 $ 970.00 $ 10,670.00 $ 550.00 $ 6,050.00 $ 500.00 $ 5,500.00 $ 598.23 $ 6,580.53 $ 28 FIRE HYDRANTS WITH AUXILIARY VALVE AND VALVE BOX EACH 16 9,895.01 $ 158,320 10,300.00 $ 164,800.00 $ 8,000.00 $ 128,000.00 $ 13,000.00 $ 208,000.00 $ 8,333.00 $ 133,328.00 $ 12,000.00 $ 192,000.00 $ 11,500.00 $ 184,000.00 $ 9,738.62 $ 155,817.92 $ 29 VALVE BOXES TO BE ADJUSTED EACH 3 500.00 $ 1,500 300.00 $ 900.00 $ 150.00 $ 450.00 $ 200.00 $ 600.00 $ 275.00 $ 825.00 $ 300.00 $ 900.00 $ 350.00 $ 1,050.00 $ 555.35 $ 1,666.05 $ 30 INLETS (REMOVAL AND REPLACEMENT), TYPE A, TYPE 11 FRAME AND GRATE EACH 5 2,750.00 $ 13,750 2,750.00 $ 13,750.00 $ 3,000.00 $ 15,000.00 $ 2,500.00 $ 12,500.00 $ 2,963.00 $ 14,815.00 $ 2,800.00 $ 14,000.00 $ 1,600.00 $ 8,000.00 $ 3,725.40 $ 18,627.00 $ 31 VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 15 5,250.00 $ 78,750 6,500.00 $ 97,500.00 $ 5,000.00 $ 75,000.00 $ 2,000.00 $ 30,000.00 $ 5,920.00 $ 88,800.00 $ 4,200.00 $ 63,000.00 $ 500.00 $ 7,500.00 $ 7,030.33 $ 105,454.95 $ 32 STRUCTURE TO BE ADJUSTED W/ NEW TYPE 11 FRAME AND GRATE EACH 5 1,250.00 $ 6,250 875.00 $ 4,375.00 $ 500.00 $ 2,500.00 $ 1,300.00 $ 6,500.00 $ 1,254.00 $ 6,270.00 $ 1,500.00 $ 7,500.00 $ 1,000.00 $ 5,000.00 $ 1,515.35 $ 7,576.75 $ 33 FRAMES AND GRATES TO BE ADJUSTED, TYPE 11 EACH 14 500.00 $ 7,000 450.00 $ 6,300.00 $ 500.00 $ 7,000.00 $ 1,040.00 $ 14,560.00 $ 758.00 $ 10,612.00 $ 800.00 $ 11,200.00 $ 1,000.00 $ 14,000.00 $ 875.35 $ 12,254.90 $ 34 FRAMES AND LIDS TO BE ADJUSTED, TYPE 1 EACH 16 500.00 $ 8,000 425.00 $ 6,800.00 $ 500.00 $ 8,000.00 $ 985.00 $ 15,760.00 $ 2,320.00 $ 37,120.00 $ 800.00 $ 12,800.00 $ 800.00 $ 12,800.00 $ 875.35 $ 14,005.60 $ 35 VALVE VAULT ABANDONMENT EACH 8 1,250.00 $ 10,000 850.00 $ 6,800.00 $ 500.00 $ 4,000.00 $ 200.00 $ 1,600.00 $ 923.00 $ 7,384.00 $ 1,000.00 $ 8,000.00 $ 350.00 $ 2,800.00 $ 317.34 $ 2,538.72 $ 36 COMBINATION CONCRETE CURB AND GUTTER REM. AND REPL., TYPE B-6.12 FOOT 1,719 54.64 $ 93,920 65.00 $ 111,735.00 $ 58.00 $ 99,702.00 $ 53.00 $ 91,107.00 $ 54.00 $ 92,826.00 $ 62.00 $ 106,578.00 $ 70.00 $ 120,330.00 $ 85.76 $ 147,421.44 $ 37 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 1,406 4.00 $ 5,624 3.00 $ 4,218.00 $ 3.00 $ 4,218.00 $ 2.20 $ 3,093.20 $ 3.00 $ 4,218.00 $ 2.20 $ 3,093.20 $ 1.50 $ 2,109.00 $ 1.73 $ 2,432.38 $ 38 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT 520 6.00 $ 3,120 4.75 $ 2,470.00 $ 4.00 $ 2,080.00 $ 3.80 $ 1,976.00 $ 5.00 $ 2,600.00 $ 3.80 $ 1,976.00 $ 3.50 $ 1,820.00 $ 4.16 $ 2,163.20 $ 39 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 320 12.00 $ 3,840 9.40 $ 3,008.00 $ 11.00 $ 3,520.00 $ 8.50 $ 2,720.00 $ 10.00 $ 3,200.00 $ 8.50 $ 2,720.00 $ 6.00 $ 1,920.00 $ 7.04 $ 2,252.80 $ 40 EPOXY PAVEMENT MARKING - LINE 6" FOOT 380 3.00 $ 1,140 15.50 $ 5,890.00 $ 17.00 $ 6,460.00 $ 14.50 $ 5,510.00 $ 15.00 $ 5,700.00 $ 14.50 $ 5,510.00 $ 6.25 $ 2,375.00 $ 7.68 $ 2,918.40 $ 41 EPOXY PAVEMENT MARKING - LINE 24" FOOT 30 10.00 $ 300 42.00 $ 1,260.00 $ 60.00 $ 1,800.00 $ 35.00 $ 1,050.00 $ 35.00 $ 1,050.00 $ 35.00 $ 1,050.00 $ 21.00 $ 630.00 $ 25.60 $ 768.00 $ 42 STORM SEWER, RCP, CLASS A, TYPE 2, 12" OR LESS FOOT 70 139.00 $ 9,730 95.00 $ 6,650.00 $ 149.00 $ 10,430.00 $ 75.00 $ 5,250.00 $ 107.00 $ 7,490.00 $ 105.00 $ 7,350.00 $ 155.00 $ 10,850.00 $ 128.99 $ 9,029.30 $ 43 SANITARY SEWER SERVICE REMOVAL AND REPLACEMENT FOOT 262 103.00 $ 26,986 98.00 $ 25,676.00 $ 100.00 $ 26,200.00 $ 200.00 $ 52,400.00 $ 50.00 $ 13,100.00 $ 70.00 $ 18,340.00 $ 200.00 $ 52,400.00 $ 215.13 $ 56,364.06 $ 44 SANITARY SEWER SPOT REPAIR EACH 2 13,500.00 $ 27,000 3,600.00 $ 7,200.00 $ 10,000.00 $ 20,000.00 $ 7,000.00 $ 14,000.00 $ 7,828.00 $ 15,656.00 $ 12,000.00 $ 24,000.00 $ 15,000.00 $ 30,000.00 $ 5,957.83 $ 11,915.66 $ 45 STORM SEWER SPOT REPAIR EACH 9 8,500.00 $ 76,500 2,500.00 $ 22,500.00 $ 10,000.00 $ 90,000.00 $ 4,000.00 $ 36,000.00 $ 1,150.00 $ 10,350.00 $ 5,000.00 $ 45,000.00 $ 7,500.00 $ 67,500.00 $ 4,826.80 $ 43,441.20 $ 46 TACTILE/ DETECTABLE WARNING SURFACE SQ FT 510 42.50 $ 21,675 37.50 $ 19,125.00 $ 42.00 $ 21,420.00 $ 42.00 $ 21,420.00 $ 42.00 $ 21,420.00 $ 42.45 $ 21,649.50 $ 36.00 $ 18,360.00 $ 44.80 $ 22,848.00 $ 47 FIELD LOK GASKETS FOR DI WATER MAIN, 8" EACH 59 195.00 $ 11,505 200.00 $ 11,800.00 $ 200.00 $ 11,800.00 $ 120.00 $ 7,080.00 $ 165.00 $ 9,735.00 $ 155.00 $ 9,145.00 $ 175.00 $ 10,325.00 $ 198.40 $ 11,705.60 $ 48 TAPPING VALVES AND SLEEVES 12" x 8" EACH 1 14,000.00 $ 14,000 13,500.00 $ 13,500.00 $ 12,000.00 $ 12,000.00 $ 8,000.00 $ 8,000.00 $ 11,378.00 $ 11,378.00 $ 13,500.00 $ 13,500.00 $ 16,000.00 $ 16,000.00 $ 13,229.72 $ 13,229.72 $ 49 TAPPING VALVES AND SLEEVES 6" x 8" EACH 3 9,500.00 $ 28,500 9,750.00 $ 29,250.00 $ 10,000.00 $ 30,000.00 $ 7,000.00 $ 21,000.00 $ 8,999.00 $ 26,997.00 $ 11,500.00 $ 34,500.00 $ 10,500.00 $ 31,500.00 $ 10,400.82 $ 31,202.46 $ 50 TRENCH BACKFILL, SPECIAL CU YD 3,125 32.89 $ 102,775 65.00 $ 203,125.00 $ 61.00 $ 190,625.00 $ 0.01 $ 31.25 $ 1.00 $ 3,125.00 $ 50.00 $ 156,250.00 $ 64.00 $ 200,000.00 $ 116.15 $ 362,968.75 $ 51 EXPLORATION TRENCH (SPECIAL) FOOT 50 35.00 $ 1,750 50.00 $ 2,500.00 $ 42.00 $ 2,100.00 $ 20.00 $ 1,000.00 $ 40.00 $ 2,000.00 $ 70.00 $ 3,500.00 $ 90.00 $ 4,500.00 $ 111.07 $ 5,553.50 $ 52 STORM SEWER REMOVAL, 12" DIA. OR LESS FOOT 114 35.00 $ 3,990 8.00 $ 912.00 $ 5.00 $ 570.00 $ 80.00 $ 9,120.00 $ 33.00 $ 3,762.00 $ 12.00 $ 1,368.00 $ 0.25 $ 28.50 $ 37.02 $ 4,220.28 $ 53 CUT AND CAP EXISTING WATER MAIN EACH 15 1,400.00 $ 21,000 1,800.00 $ 27,000.00 $ 3,000.00 $ 45,000.00 $ 5,000.00 $ 75,000.00 $ 1,126.00 $ 16,890.00 $ 250.00 $ 3,750.00 $ 3,250.00 $ 48,750.00 $ 1,949.48 $ 29,242.20 $ 54 8" MECHANICAL JOINT PLUG EACH 15 850.00 $ 12,750 350.00 $ 5,250.00 $ 300.00 $ 4,500.00 $ 1,200.00 $ 18,000.00 $ 210.00 $ 3,150.00 $ 544.00 $ 8,160.00 $ 3,150.00 $ 47,250.00 $ 1,764.63 $ 26,469.45 $ 55 WATER MAIN REMOVAL [UP TO 10" DIAMETER] FOOT 90 33.00 $ 2,970 12.00 $ 1,080.00 $ 5.00 $ 450.00 $ 0.01 $ 0.90 $ 33.00 $ 2,970.00 $ 12.00 $ 1,080.00 $ 50.00 $ 4,500.00 $ 37.02 $ 3,331.80 $ 56 WATER MAIN LINE STOP 6" EACH 1 6,500.00 $ 6,500 8,700.00 $ 8,700.00 $ 4,000.00 $ 4,000.00 $ 4,850.00 $ 4,850.00 $ 6,109.00 $ 6,109.00 $ 13,000.00 $ 13,000.00 $ 10,250.00 $ 10,250.00 $ 0.01 $ 0.01 $ 57 WATER MAIN LINE STOP 8" EACH 1 9,500.00 $ 9,500 9,400.00 $ 9,400.00 $ 6,000.00 $ 6,000.00 $ 5,150.00 $ 5,150.00 $ 7,609.00 $ 7,609.00 $ 15,000.00 $ 15,000.00 $ 10,500.00 $ 10,500.00 $ 0.01 $ 0.01 $ 58 SHORT WATER SERVICE, SIZE 1" EACH 44 3,570.64 $ 157,108 3,600.00 $ 158,400.00 $ 3,500.00 $ 154,000.00 $ 3,800.00 $ 167,200.00 $ 2,457.00 $ 108,108.00 $ 3,000.00 $ 132,000.00 $ 10,560.00 $ 464,640.00 $ 3,714.75 $ 163,449.00 $ 59 LONG WATER SERVICE, SIZE 1" EACH 44 4,599.00 $ 202,356 4,800.00 $ 211,200.00 $ 4,500.00 $ 198,000.00 $ 4,200.00 $ 184,800.00 $ 3,885.00 $ 170,940.00 $ 7,500.00 $ 330,000.00 $ 10,625.00 $ 467,500.00 $ 4,967.96 $ 218,590.24 $ 60 PRIVATE WATER SERVICE LINE REPLACEMENT, SIZE 1/2”- 2” EACH 88 8,500.00 $ 748,000 5,800.00 $ 510,400.00 $ 6,000.00 $ 528,000.00 $ 7,000.00 $ 616,000.00 $ 4,731.00 $ 416,328.00 $ 6,000.00 $ 528,000.00 $ 1.00 $ 88.00 $ 9,705.97 $ 854,125.36 $ 61 CONTROLLED LOW-STRENGTH MATERIAL, SPECIAL CU YD 21 500.00 $ 10,500 225.00 $ 4,725.00 $ 200.00 $ 4,200.00 $ 200.00 $ 4,200.00 $ 610.00 $ 12,810.00 $ 300.00 $ 6,300.00 $ 125.00 $ 2,625.00 $ 269.88 $ 5,667.48 $ 62 SANITARY MANHOLES TO BE ADJUSTED W/ NEW TYPE 1 F&CL EACH 20 1,800.00 $ 36,000 1,150.00 $ 23,000.00 $ 2,000.00 $ 40,000.00 $ 1,300.00 $ 26,000.00 $ 3,074.00 $ 61,480.00 $ 1,700.00 $ 34,000.00 $ 1,250.00 $ 25,000.00 $ 1,693.58 $ 33,871.60 $ 63 CONCRETE CURB, TYPE B (SPECIAL) FOOT 120 50.00 $ 6,000 72.00 $ 8,640.00 $ 58.00 $ 6,960.00 $ 44.00 $ 5,280.00 $ 44.00 $ 5,280.00 $ 70.00 $ 8,400.00 $ 75.00 $ 9,000.00 $ 70.40 $ 8,448.00 $ 64 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1 126,000.00 $ 126,000 37,500.00 $ 37,500.00 $ 350,000.00 $ 350,000.00 $ 150,075.17 $ 150,075.17 $ 31,000.00 $ 31,000.00 $ 207,435.96 $ 207,435.96 $ 135,000.00 $ 135,000.00 $ 15,360.00 $ 15,360.00 $ 65 VALVE BOX FOR 8" VALVE EACH 1 700.00 $ 700 750.00 $ 750.00 $ 425.00 $ 425.00 $ 800.00 $ 800.00 $ 325.00 $ 325.00 $ 510.00 $ 510.00 $ 350.00 $ 350.00 $ 951.22 $ 951.22 $ 66 VALVE BOXES TO BE REMOVED EACH 4 500.00 $ 2,000 150.00 $ 600.00 $ 50.00 $ 200.00 $ 50.00 $ 200.00 $ 200.00 $ 800.00 $ 150.00 $ 600.00 $ 125.00 $ 500.00 $ 92.56 $ 370.24 $ 67 CONNECTION TO EXISTING WATER MAIN (DRY, NON-PRESSURE) EACH 9 4,500.00 $ 40,500 3,500.00 $ 31,500.00 $ 4,000.00 $ 36,000.00 $ 7,000.00 $ 63,000.00 $ 4,277.00 $ 38,493.00 $ 5,000.00 $ 45,000.00 $ 9,500.00 $ 85,500.00 $ 8,573.94 $ 77,165.46 $ 68 HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3" SQ YD 680 55.00 $ 37,400 56.00 $ 38,080.00 $ 45.00 $ 30,600.00 $ 40.00 $ 27,200.00 $ 40.00 $ 27,200.00 $ 38.00 $ 25,840.00 $ 50.00 $ 34,000.00 $ 61.32 $ 41,697.60 $ 69 HOT-MIX ASPHALT DRIVEWAY PAVEMENT REMOVAL SQ YD 680 20.00 $ 13,600 16.50 $ 11,220.00 $ 10.00 $ 6,800.00 $ 25.00 $ 17,000.00 $ 42.00 $ 28,560.00 $ 14.00 $ 9,520.00 $ 24.00 $ 16,320.00 $ 14.87 $ 10,111.60 $ 70 CONCRETE REMOVAL (SPECIAL) SQ YD 450 38.00 $ 17,100 22.00 $ 9,900.00 $ 25.00 $ 11,250.00 $ 30.00 $ 13,500.00 $ 31.00 $ 13,950.00 $ 18.00 $ 8,100.00 $ 14.00 $ 6,300.00 $ 44.80 $ 20,160.00 $ 71 CONSTRUCTION LAYOUT AND RECORD DRAWINGS L SUM 1 15,000.00 $ 15,000 42,000.00 $ 42,000.00 $ 20,000.00 $ 20,000.00 $ 12,000.00 $ 12,000.00 $ 14,000.00 $ 14,000.00 $ 3,000.00 $ 3,000.00 $ 15,000.00 $ 15,000.00 $ 17,664.00 $ 17,664.00 $ 72 TEMPORARY INFORMATION SIGN L SUM 1 500.00 $ 500 2,100.00 $ 2,100.00 $ 500.00 $ 500.00 $ 1,200.00 $ 1,200.00 $ 2,000.00 $ 2,000.00 $ 250.00 $ 250.00 $ 3,500.00 $ 3,500.00 $ 3,520.00 $ 3,520.00 $ 73 STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH OR LESS FOOT 81 95.00 $ 7,695 115.00 $ 9,315.00 $ 148.00 $ 11,988.00 $ 80.00 $ 6,480.00 $ 131.00 $ 10,611.00 $ 175.00 $ 14,175.00 $ 165.00 $ 13,365.00 $ 126.38 $ 10,236.78 $ 74 STORM SEWER (WATER MAIN REQUIREMENTS) 24 INCH OR LESS FOOT 100 85.00 $ 8,500 175.00 $ 17,500.00 $ 300.00 $ 30,000.00 $ 95.00 $ 9,500.00 $ 191.00 $ 19,100.00 $ 180.00 $ 18,000.00 $ 450.00 $ 45,000.00 $ 170.45 $ 17,045.00 $ 75 MANHOLE LID ADJUSTING RINGS (SPECIAL) EACH 9 100.00 $ 900 350.00 $ 3,150.00 $ 1,000.00 $ 9,000.00 $ 945.00 $ 8,505.00 $ 55.00 $ 495.00 $ 550.00 $ 4,950.00 $ 200.00 $ 1,800.00 $ 217.60 $ 1,958.40 $ 76 BOLLARD REMOVAL EACH 4 350.00 $ 1,400 200.00 $ 800.00 $ 50.00 $ 200.00 $ 150.00 $ 600.00 $ 35.00 $ 140.00 $ 250.00 $ 1,000.00 $ 115.00 $ 460.00 $ 1,388.38 $ 5,553.52 $ St. Charles, IL 60174 Carol Stream, IL 60188 West Chicago, IL 60185 217 West John Street 170-A Alexandra Way Trine Construction Corp. 1041 Trine Court, Suite A West Chicago, IL 60185 722 East South Street BID TABULATION ENG. ESTIMATE 770 Factory Road 490 Topsoil Drive Unit D; Plano, IL 60545 J. Congdon Sewer Service, Inc. Swallow Construction Corp. John Neri Construction Co., Inc. H. Linden & Sons 331 Elliot Avenue Addison, IL 60101 Performance Construction & Engineering, LLC Plano, IL 60545 C. Szabo Contracting, Inc Page 1 of 2

Project: York Avenue Area Watermain and Streets Rehabiliation Project (CD25-03) Road District: City of West Chicago, DuPage County Letting: July 28, 2026, 11:00 AM, 7 bids submitted Prepared by: Thomas Engineering Group, LLC ITEM NO. ESTIMATED QUANTITY UNIT EST. QUANTITY EST. UNIT PRICE EST. BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL BID UNIT PRICE BID TOTAL St. Charles, IL 60174 Carol Stream, IL 60188 West Chicago, IL 60185 217 West John Street 170-A Alexandra Way Trine Construction Corp. 1041 Trine Court, Suite A West Chicago, IL 60185 722 East South Street BID TABULATION ENG. ESTIMATE 770 Factory Road 490 Topsoil Drive Unit D; Plano, IL 60545 J. Congdon Sewer Service, Inc. Swallow Construction Corp. John Neri Construction Co., Inc. H. Linden & Sons 331 Elliot Avenue Addison, IL 60101 Performance Construction & Engineering, LLC Plano, IL 60545 C. Szabo Contracting, Inc 77 BOLLARDS EACH 4 2,500.00 $ 10,000 2,400.00 $ 9,600.00 $ 1,000.00 $ 4,000.00 $ 500.00 $ 2,000.00 $ 500.00 $ 2,000.00 $ 1,400.00 $ 5,600.00 $ 2,250.00 $ 9,000.00 $ 2,348.38 $ 9,393.52 $ 78 MOBILIZATION LSUM 1 30,000.00 $ 30,000 75,000.00 $ 75,000.00 $ 50,000.00 $ 50,000.00 $ 258,000.00 $ 258,000.00 $ 313,000.00 $ 313,000.00 $ 232,080.00 $ 232,080.00 $ 250,096.90 $ 250,096.90 $ 256,780.03 $ 256,780.03 $ Engr's Estm $3,884,161.61 As Corrected 3,597,342.90 $ As Corrected 3,650,502.59 $ As Corrected 3,789,188.52 $ As Corrected 3,847,325.00 $ As Corrected 3,858,000.00 $ As Corrected 3,999,999.99 $ As Corrected 4,284,529.91 $ As Read 3,597,342.90 $ As Read 3,650,502.59 $ As Read 3,790,838.52 $ As Read 3,847,325.00 $ As Read 3,858,000.00 $ As Read 3,999,999.99 $ As Read 4,284,530.00 $ BID TOTAL Page 2 of 2