===== PDF PAGE 92 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO l INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: I AGENDA ITEM NUMBER: 4.(f, Resolution No. 26-R-0009 - Contract Award - Schroeder I I . Asphalt Services, Inc. for the 2026 Roadway Rehabilitation COMMITTEE AGENDA DATE: February 5, 2026' I COUNCIL AGENDA DATE: February 17, 2026 ' IProject in an Amount Not to Exceed $1,284,325.06. ' .STAFF REVIEW: Mehul T. Patel, P.E., CFM-1;::>irector of Public Works SIGNATURE APPROVED BY INTERIM CITY ADMINISTRATOR: Tia Messino SIGNATURE I . ITEM SUMMARY: The 2026 Roadway Rehabilitation Project (Prbject) includes resurfacing approximately 2.51 miles of various streets in the City as specified on the enclosed location map. The scope of work generally consists of pavement milling, hot- mix asphalt (HMA) resurfacing, full-depth HMA pavement patching, intermittent concrete sidewalk, including, ADA curb ramps, intermittent combination concrete curb and gutter removal and replacement, storm and sanitary sewer repairs, including storm and sanitary structure replacement and adjustments, parkway restoration, thermoplastic , pavement markings, and all incidental and miscellaneous work necessary to complete the project as required ih the project bid documents. .- , ' , The request for bids was advertised in the Daily Herald and on an online bidding platform, QuestCDN, on January 6, 2026. Staff opened bids on January 27, 2026, and below are the bid results: I ' I I BID SUBMITTAL I• CONTRACTOR RANK . AMOUNT Schroeder Asphalt Services, Inc. $1 ,284 325.06 1 I I Builders Paving, LLC $1,297,888.00 2 ' Plate Construction, Inc. $1,310,190.97 3 1 Brother's Asphalt Paving, Inc $1 ,340,806.18 4 I A Lamp Concrete Cbntractors, Inc. $1 ,374 969.37 5 Everlast Blacktop $1,378,905.61 6 . M&J Asphalt Paving Company, Inc. $1,388,884.27 7 Maneval Construction Co., Inc. $1 ,671 ,223.00 8 ENGINEER 1S ESTIMATE $1,319,336.67 NIA Schroeder Asphalt Services, Inc. (SAS) of Huntley, Illinois, submitted a bid proposal value of $1,284,325.06, which is $35,011.61 or approximately 2.6% lower than the engineer's estimated cost of $1,319,336.67. The FY 2026 budget MFT Fund Account No. 16-34-58-4807 includes $1,082,700.00 in the State Motor Fuel Tax (MFT), and $350,000.00 in the Local MFT as well as $27,000.00 in Sewer Fund Account No. 05-34-43-4806 for the 2026 Roadway Rehabilitation Project. SAS's bid proposal value of $1,284,325.06 is $175,374.94 or approximately 12.0% under t~e project budgeted amount of $1,459,700.00. The City has previously contracted with SAS to perform similar work, including various roadway rehabilitation projects throughout the City, 2021 Commerce Drive Reconstruction Project, 2023 Fair Meadows Subdivision Rehabilitation , Project, and the 2024 Roadway Rehabilitation Project. All projects were completed satisfactorily. In addition, SA~ is, registered with the Illinois Department of Transportation as a prequalified contractor. Staff recommends awarding the 2026 Roadway Rehabilitation Project to the lowest responsible bidder, Schroeder Asphalt Services, Inc., 'f~r a. 1' bid amount not to exceed $1,284,325.06. ,, ===== PDF PAGE 93 ===== [Extraction: embedded PDF text] . CITY OF WEST CHICAGO . ACTIONS PROPOSED: Approve Resolution No. 26-R-0009 authorizing the Mayor to execute a Contract with the lowest responsible bidder, Schroeder Asphalt Services, Inc. of Huntley, ·Illinois, for the 2026 Roadway Rehabilitation Project in an amount not to exceed $1,284,325.06. COMMITTEE RECOMMENDATION: I I I' ..I I o ' l ' .I • I ===== PDF PAGE 94 ===== [Extraction: embedded PDF text] RESOLUTION NO. 26-R-0009 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH SCHROEDER ASPHALT SERVICES, INC. OF HUNTLEY, ILLINOIS, FOR THE 2026 ROADWAY REHABILITATION PROJECT IN AN AMOUNT NOT TO EXCEED $1,284,325.06 BE IT RESOLVED by the City Council of the City of West Chicago, in regular session as~embled, that the Mayor is hereby authorized to execute a Contract with the lowest responsible bidder, Schroeder Asphalt Services, Inc. of Huntley, Illinois, for the 2026 Roadway Rehabilitation Project in an amount not to exceed $1,284,325.06, in substantially the form attached hereto and incorporated herein as Exhibit "A". APPROVED this 17th day of February 2026. AYES: NAYES: ABSTAIN: ABSENT: Mayor Daniel Bovey ATTEST: Valeria Perez, Executive Office Manager ===== PDF PAGE 95 ===== [Extraction: OCR (rendered-page OCR)] Prestonfield Subdivision —— ——— z | 2 / C ie i : 4 72) —— Roadway Locations 10} S ~t 9 No. Street Beginning Ending 4 4 q 4 Sandcherry Ln Shingle Oak Dr Cul-de-sac x i | Post Oak Cir Shingle Oak Dr Heritage Woods Dr » be i { 13 Laurel Ln PostOak Cir | __Post Oak Cir \ pone HY Heritage Woods Dr Post Oak Cir Snowberry Ln 5 oR UTS : © 5 Hemlock Ln Sandcherry Ln Snowberry Ln 5 e z 6 Snowberry Ln Heritage Woods Dr_| __ White Oak Ln % | = a as = | = 7 Sweetbay Ln Heritage Woods Dr Snowberry Ln 055 056 i i ay Lees, | UL a) fr) White Oak Ln Heritage Woods Dr Snowberry Ln 1 ia fi ey . St Charles Rd and 9 Red Oak Ct Snowberry Ln Cul-de-sac = L | #4 Prince Crossing Rd 10 Shingle Oak Dr Atlantic Dr Post Oak Cir sn LL = = Ti VT . : io i -— \. ppl | P | Li | || 8s 064 Ss = Roadway Locations No. Street [ Beginning Ending = 4 StChariesRd | Klein Rd Prince Crossing Rd = carnage ie 12 | Prince Crossing Rd_| —-StCharlesRd__| North Ave rT i] : = ' | = : | | 074 \ 075 076 a = 072 073 —J 4 f| = a 080 i = wel io L it —* r = | —————— rst P 3 , ee | Fiche! ent ' << S am 3 |i F 081 082 083 084 08s - J f 088 ¥ , f =otih fi | ial § j s |i = — RI Ae zl tig ‘| q rm Riel BATAVIA iy 4 i ‘= Sat CE5 096 oe : _] . a8 we aa Dinnias — j 5 : i Fi | icon {__] —S=S ——— 5 ae 4 2 . H ® } | TTLEE 07 i = 109 1 | 103 104 ‘TOR j i ‘al ‘TORY l =) f + i | | : | #| ie ii S ee. we = oe A "6 16 "7 \ JT if) i Sued CITY OF WEST CHICAGO 2026 ROADWAY ol is a & 4 Sraenee 8 ig REHABILITATION PROJECT 1 inch = 1,000 feet \ MUNICIPAL BOUNDARY >+++++++ RAILROAD q P 128 es | [_ FOREST PRESERVE INDEX GRID = i MAP PREPARED BY: ADMINISTRATIVE SERVICES- WC GIS MAP PREPARED: MAY, 2003 MAP UPDATED: AUGUST, 2011, AUGUST, 2013, FEBRUARY 2016, MARCH 2020 FOR FURTHER INFORMATION REGARDING THIS MAP PLEASE CONTACT THE CITY OF WEST CHICAGO, ADMINISTRATIVE SERVICES DIVISION 475 MAIN STREET, WEST CHICAGO, IL 60185 PHONE: (630) 293-2200 Document Name: 2020_BOUNDARY_INOEX FINAL mamas 2026 Roadway Rehabilitation Project Areas ===== PDF PAGE 96 ===== [Extraction: embedded PDF text] th l~ as. engineering group s e r v I c e a t t h e h i g h e st g r a d ee 7 62 shoreline drive suite 200 aurora, illinois 60504 MEMORANDUM TO: Dave Shah, P.E. -Assistant Director of Public Works, City of West Chicago FROM: Greg Ivanauski-Project Engineer, Thomas Engineering Group, LLC DATE: January 27, 2026 RE: Bid Proposal Evaluation - 2026 Roadway Rehabilitation Project Thomas Engineering Group, LLC (TEG) prepares this memo to pre-recommend a general contracting firm for performing roadway construction for the 2026 Roadway Rehabilitation Project. The work as shown in the bid documents consists mainly of roadway resurfacing, intermittent sidewalk and curb replacements, and minor sewer repairs. All quantities on the Bid Schedule of Prices were used in determining the lowest responsible bidder. On Tuesday, January 27, 2026, staff received and opened eight (8) 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, Schroeder Asphalt Services, Inc. (Schroeder Asphalt), from Huntley, IL, submitted the lowest overall base-bid cost proposal. Below is a table depicting the bid results: CONTRACTOR BASE BID OVERALL SUBMITTAL RANK AMOUNT Schroeder Asphalt Services, Inc. $1,284,325.06 1 Builders Paving, LLC $1,297,888.00 2 Plote Construction, Inc. $1,310,190.97 3 Brothers Asphalt Paving, Inc. $1,340,806.18 4 A Lamp Concrete Contractors, Inc. $1,374,969.37 5 Everlast Blacktop, Inc. $1,378,905.61 6 M&J Asphalt Paving, Inc. $1,388,884.27 7 Maneval Construction Co, Inc. $1,671,223.00 8 ENGINEERS ESTIMATE $1,319,336.67 NA tho m cs eng ne-e ===== PDF PAGE 97 ===== [Extraction: embedded PDF text] February 25. 2025 RE: Bid Proposal Evaluation - 2025 Roadway Rehabilitation Project Page 2 of2 Schroeder Asphalt submitted a base bid proposal value of $1,284,325.06, approximately 2.65% lower than the engineer's estimated cost of $1,319,336.67. The second lowest bid proposal, submitted by Builders Paving, LLC, was $1,297,888.00. The City has previously contracted Schroeder Asphalt to perform similar work. They were awarded the City's: 2024 Roadway Rehabilitation Project; 2023 Fair Meadows Subdivision Rehabilitation Project; and 2021 Commerce Drive Reconstruction Project, all which were performed satisfactorily. Schroeder Asphalt is registered by the Illinois Department of Transportation as a pre-qualified contractor. This information can be found on IDOT's website at: idot.illinois.gov/procurement/prequalification-and-registration/contractors/prequalification.html Therefore, TEG hereby recommends that the project's contract for the 2026 Roadway Rehabilitation Project be awarded to the lowest responsible bidder, Schroeder Asphalt Services, Inc., for a base-bid contract amount not to exceed $1,284,325.06. Should you have any questions or need additional information, please feel free to contact me. Enclosures: Engineer's Estimate with Bid Tabulation-2026 Roadway Rehabilitation Project cc: - 2026 Roadway Rehabilitation Project - Project File ===== PDF PAGE 98 ===== [Extraction: embedded PDF text] BID TABULATION Schroeder Asphalt Services, Inc. Builders Paving, LLC Plate Construction Inc. Brothers Asphalt Paving, Inc. A Lamp Concrete Contractors, Inc. Everlast Blacktop M & J Asphalt Paving Company, Maneval Construction Co, Inc. Inc. 2026 ROADWAY REHABILITATION PROJECT CITY OF WEST CHICAGO P.O. Box 831 4401 Roosevelt Road 1100 Brandt Drive 315 S. Stewart Avenue 1900 Wright Blvd. 7N540 IL Rt. 25 3124 S. 60th Ct. 28090 W Concrete Dr. SECTION NO.: 26-ooooo--01-GM (MFTI ENG. ESTIMATE Bid Opening: January 27, 2026 @ 11:00 A.M. Huntley, IL 60142 Hillside, IL 60162 Hoffman Estates, IL 60192 Addison, IL 60101 Schaumburg, IL 60193 Elgin, IL 60120 Cicero, IL 60804 Ingleside, IL 60041 ESTIMATEDITEM 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 BID UNIT PRICE BID TOTAL BASE BID ITEM DESCRIPTION UNIT NO. QUANTITY 73.50 $ 2,940.00 $ 150.00 s 6,000.00 s 170.00 s 6,800.00 $ 100.00 s 4,000.00 s 132.00 s 5,280.00 1 TREE ROOT PRUNING EACH 40 $109.39 $4,375.60 s 77.00 s 3,080.00 s 150.00 s 6,000.00 s 70.00 $ 2,800.00 s 25,00 s 250.00 $ 1.00 $ 10,00 $ 140.00 $ 1,400.00 s 47.00 s 470.00 2 SUPPLEMENTAL WATERING UNIT 10 $150.25 $1,502.50 s 28.00 s 280,00 $ 25.00 s 250.00 s 25.00 s 250.00 s 26,25 s 262.50 $ 1,520.00 3 EARTH EXCAVATION CUYO 20 $48.07 $961.40 $ 55.00 $ 1,100.00 $ 1.00 s 20.00 s 10.00 s 200.00 s 78.75 $ 1,575,00 $ 34.00 $ 680.00 s 81.00 s 1,620.00 $ 60.00 $ 1,200.00 $ 76.00 s 1,680.00 4 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CUYD 30 $60.08 S1, 802.40 s 6S.OO s 1,950.00 s 65.00 s 1,950.00 $ 10.00 $ 300.00 $ 60.00 s 1,800.00 s 25.00 $ 750.00 $ 60.00 s 1,800.00 s 90.00 s 2,700.00 s 56.00 s 5 POROUS GRANULAR EMBANKMENT CUYD 30 $67,98 $2,039.40 s 65.00 s 1,950.00 s 90.00 s 2,700.00 s 10.00 $ 300.00 s 60.00 s 1,800.DO s 35.00 $ 1,050.00 $ 60,00 s 1,800.00 s 90.00 s 2,700.00 $ 63.00 $ 1,890.00 195,00 $ 19,500.00 6 INLETFILTERS EACH 100 $142.70 $14,270.00 $ 143.00 s 14,300.00 s 130.00 $ 13,000.00 $ 130.00 $ 13,000.00 $ 136.50 s 13,650.00 s 15.00 s 1,500.00 $ 140.00 $ 14,000.00 $ 130.00 s 13,000.00 s 7 AGGREGATE BASE COURSE, TYPE B 2" SQYD 160 $3.96 $633.60 s 11.50 $ 1,840.00 s 0.10 s 16.00 $ 2.00 s 320.00 $ 1,05 $ 16B.00 s 1.00 s 160.00 s 4.00 $ 640,00 $ 3.00 $ 480.00 s 28.00 s 4,480.00 8 AGGREGATE BASE COURSE, TYPE B 4" SQYD B95 $3,36 $3,007.20 $ 1.00 s 895.00 s 0,20 s 179.00 s 4.00 s 3.5B0.00 s 1.05 s 939.75 s 1.00 s B95.00 s 2.20 $ 1,969.00 s 6.00 $ 5,370.00 s 4.00 $ 3,580.00 6,020.00 9 AGGREGATE BASE COURSE, TYPE B 6" SQYD 602 !5.67 $3,413.34 $ 1.00 s 602.00 s 0.30 $ 180.60 s 6.00 s 3,612.00 s 1.57 s 945.14 s 1.00 s 602.00 s 6.60 s 3,973.20 s 9.00 $ 5,418.00 $ 10.00 s 0.25 s 8,S74.25 s 0.01 s 342.97 $ 0.01 s 342.97 s 0.01 s 342.97 $ 0,54 $ 18,520.38 10 BITUMINOUS MATERIALS (TACK COATI POUND 34,297 $0.10 S3,429.70 s 0.ol s 342.97 s 0.01 $ 342.97 $ 0.01 s 342.97 s 9,200.00 s 150.00 $ 3,450.00 $ 450.00 $ 10,350.00 s 370,00 s 8,510.00 s 74.00 s 1,702.00 225.00 s 5,175.00 s 575.00 s 13,225.00 $ 50.00 $ 1,150.00 s 400.00 s 11 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 23 $214.58 $4,935.34 s 1,632.00 $ 19.75 s 4,029.00 s 25.00 $ 5,100.00 $ 4.60 s 938.40 s 1,00 s 204.00 12 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQYD 204 $7.21 $1,470.84 $ 8,00 $ 1,632.00 s 40.00 s 8,160.00 s 1.00 s 204.00 s 8.00 $ 13 TEMPORARY RAMP SQYD 204 $13.56 $2,766.24 s 20.00 $ 4,080.00 s 20.00 s 4,080.00 s 5.00 s 1,020.00 $ 20.00 s 4,080.00 s 19.25 s 3,927.00 s 42.00 s 8,568.00 $ 12.00 $ 2,448.00 s 9.00 s 1,836.00 219,420.00 $ 110.00 s 209,880.00 $ 99.00 s 188,892.00 14 POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-4.75, NSO TON 1,908 $109.52 $208, 964.16 $ 109.55 $ 209,021.40 s 95.00 $ 181,260.00 s 105.00 s 200,340.00 s 112.00 s 213,696.00 $ 118.00 $ 225,144.00 s 115.00 s 349,968.00 $ 107.00 s 407,028.00 15 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", NSO (1.5"1 TON 3,804 $85.49 $325,203.96 $ 85.00 $ 323,340.00 s 80.00 $ 304,320.00 s 82.00 s 311,928.00 s 90.30 s 343,501.20 $ 86.50 $ 329,046.00 s B9.90 s 341,979.60 s 92,00 s 82.00 $ 13,120.00 s 111,00 s 17,760.00 16 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQYD 160 $89.95 514,392.00 s 88.00 s 14,080.00 $ 80.00 $ 12,800.00 $ 95.00 $ 15,200.00 s B4.00 $ 13,440.00 s 88.00 $ 14,080.00 s 90.00 s 14,400.00 s 161,072.45 s 11.25 s 143,246.25 s 9.00 s 114,597.00 $ 13.12 s 167,056.96 s 8.75 s 111,413.75 s 14.00 $ 178,262.00 s 8.00 s 101,864.00 s 12.00 $ 152,796.00 17 PORTLAND CEMENT CONCRETE SIDEWALK 5 (TO 6 INCH, SPECIAL) SQFT 12,733 $11 .09 $141,208.97 s 12.65 s 18 DETECTABLE WARNINGS SQFT 448 $35,19 $15,765.12 $ 24.00 s 10,752.00 s 22.00 s 9,856,00 s 35.00 s 15,680.00 s 31,50 $ 14,112.00 $ 25.00 $ 11,200.00 s 35.00 $ 15,680.00 $ 35.00 s 15,680.00 s 37.00 s 16,576.00 19 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQYD 45,128 $2,09 $94,317.52 s 1,95 $ 87,999.60 $ 2.95 $ 133,127.60 s 2.35 s 106,050.80 s 2.40 s 108,307.20 $ 2.25 s 101,538.00 s 2.00 s 90,256.00 $ 4.60 $ 207,588.80 s 3.54 s 159,753.12 18,175.00 s 11.00 $ 39,985.00 s 6.30 s 22,900.50 $ 8.00 s 29,080.00 s 8.00 s 29,080.00 s 8.00 $ 29,080.00 $ 41.00 s 149,035.00 20 COMBINATION CURB AND GUTTER REMOVAL FOOT 3,635 $8,69 $31,588.15 s 6.00 s 21,810.00 s 5.00 s 22,919.40 s 2.00 s 25,466.00 s 3.00 $ 38,199.00 21 SIDEWALK REMOVAL SQFT 12,733 $1 ,97 $25,084.01 s 1.15 s 14,642.95 s 1.00 s 12,733.00 s 1.90 s 24,192.70 s 1.31 s 16,680.23 s 1.25 $ 15,916.25 s 1.BO s 4,500,00 s 23.00 $ 2,300.00 $ 25.00 $ 2.500.0Q $ 60.00 $ 6,000.00 s 35.00 $ 3,500,00 s 56.00 $ 5,600.00 s 45.00 s 22 CLASS D PATCHES, TYPE I, 6 INCH SQYD 100 $50,81 $5,081.00 s 65.00 s 6,500.00 s 45.00 s 4,500.00 23 CLASS D PATCHES, TYPE II, 6 INCH SQYD 200 $49.44 $9,888.00 $ 64.00 $ 12,800.00 s 45.00 s 9.000.00 s 25,00 s 5,0Q0,00 s 60.00 s 12,000.00 s 35.00 s 7,000.00 s 56.00 s 11,200.00 $ 45.00 s 9,000.00 s 23.00 s 4,600.00 24 CLASS D PATCHES, TYPE Ill, 6 INCH SQYD 300 $47,38 $14,214,00 $ 61,00 s 18,300.00 $ 45.00 s 13,500.00 s 25.00 s ""'7;500'00 s 55.00 $ 16,500.00 $ 30.00 s 9,000.00 s 56.00 s 16,800.00 s 40.00 s 12,000.00 $ 37.00 s 11,100.00 25 CLASS D PATCHES, TYPE IV, 6 INCH SQYD 398.0 $46.01 $18,311.98 $ 60.00 $ 23,880.00 $ 45.00 s 17,910.00 $ 25,00 S;r- 9,950.0rl s 55.00 s 21,890.00 $ 25.00 s 9,950.00 s 56.00 s 22,288.00 $ 40.00 s 15,920.00 s 34.00 s 13,532.00 2,910.00 $ 85.00 s Z,55D,00 $ 23.00 $ 690.00 26 CLASS D PATCHES, TYPE I, 10 INCH SQYD 30 $97.70 $2, 931.00 s 105.00 s 3, 150.00 s 75.00 s 2,250.00 s 103.QO S '- ~ 090.00 I\$. 120.00 s 3,600.00 s 40.00 s 1,200.00 s 97.00 s 27 CLASS D PATCHES, TYPE II, 10 INCH SQYD 60 $94,07 $5,644.20 $ 104.00 s 6,240.00 s 75.00 s 4,500.00 s 102.111 s " 6,120.00 s 120.00 s 7,200.00 s 40.00 $ 2,400.00 $ 97.00 s 5,820.00 s 85.00 s 5,100.00 s 23.00 $ 1,380.00 28 CLASS D PATCHES, TYPE 111, 10 INCH SQYD 100 $81 ,92 $9,192.00 $ 101.00 s 10,100.00 s 75.00 s 7,500.00 5 - 101 Ill~ 10,JOOOO s 100.00 s 10,000.00 s 35.00 s 3,500.00 $ 97.00 $ 9,700.00 s B0.00 s 8,000.00 s 23.00 s 2,300.00 29 CLASS D PATCHES, TYPE IV, 10 INCH SQYD 155 $89,33 $13,846.15 s 100.00 s 15,500.00 s 75.00 s 11,625.00 ... 'I 100. IOI 'S ,.15,500.00 s 100.00 s 15,500.00 s 35.00 s 5.425.00 s 97.00 $ 15,035.00 $ 80.00 s 12.400.00 $ 23.00 $ 3,565.00 30 AGGREGATE WEDGE SHOULDER, TYPE B TON 99 $69,36 $6,866.64 $ 55.00 $ 5,445.00 s 55.00 $ 5.41500 :a..- so. rn s 7,920.00 $ 40.00 $ 3,960.00 $ 56.50 s 5,593.50 s 45.00 s 4,455.DO $ 100.00 $ 9,900.00 s 57.00 s 5,643.00 31 CONCRETE COLLAR (STORM SEWER), 12" OR LESS CUYD 1.5 $644.98 $967.47 s 880.00 s 1,320.00 s 800,00 $ '1'!200.CXI' 8M'oo s 1,200.00 $ 840.00 s 1,260.00 $ 250.00 s 375.00 $ 900.00 s 1,350.00 s 800.00 s 1,200.00 s 2,006.00 s 3,009.00 32 STORM SEWERS (RCPI CLASS A, TYPE 2 12" (OR LESS) FOOT 30 $122.26 S3.667.80 s 99.00 s 2.970.00 $ 90,00 s 2,700.00 ~ 90.00 s 2,700 00 $ 94.50 s 2,835.00 s 156.00 s 4,680.00 s 99.00 s 2,970.00 s 90.00 s 2,700.00 $ 75.00 $ 2,250.00 ' 150,00 s 150 00 s 157.50 $ 157.50 s 225.00 s 225.00 $ 200.00 $ 200.00 s 150.00 s 150.00 s 67B.00 $ 678.00 33 DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED EACH 1 $305.69 $305.69 s 165.00 $ 165.00 s 150.00 5 1~00 $'" CATCH BASINS, TYPE 4'-DIAMETER, (REMOVAL AND REPLACEMENT) A, 34 EACH 1 $2,706,32 $2,706.32 $ 3,225.00 s 3,225.00 $ 2,925.00 $ 2,92s'il s 2,925.00 $ 2,925.00 s 3,071.25 s 3,071.25 s 5,500.00 $ 5,500.00 s 3,400.00 s 3,400.00 $ 2,925.00 $ 2,925.00 s 3,572.00 s 3,572.00 TYPE 11 FRAME AND GRATE INLETS, (REMOVAL AND REPLACEMENT) TYPE A, TYPE 11 FRAME AND 35 EACH l $2,935,20 $2,935.20 $ 2,100.00 s 2,100.00 s 1,900.00 $ 1,900.00 s 1,900.00 $ 1,900.00 s 1,995.00 $ 1,995,00 $ 3,300.00 $ 3,300.00 s 2,500.00 $ 2,500.00 $ 1,900,00 $ 1,900.00 s 3,572.00 $ 3,572.00 GRATE 36 MANHOLES TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE EACH 2 $1,102,10 $2,204.20 $ 1,320.00 s 2,640.00 s 1,200.00 $ 2,400.00 $ 1,200.00 s 2,400.00 s 1,260.00 $ 2,520.00 $ 1,500.00 s 3,000.00 s 1,300.00 $ 2,600.00 $ 1,200.00 s 2,400.00 $ 468.00 $ 936.00 MANHOLES TO BE ADJUSTED WITH NEW TYPE 24 FRAME AND GRATE 37 EACH 1 $1 ,442.89 $1,442.89 $ 1,130.00 s 1,130.00 s 1,030.00 s 1,030,00 s 1,030.00 $ 1,030.00 $ 1,081.50 s 1,081.SO $ 1,400.00 s 1,400.00 s 1,150.00 s 1,150.00 $ 1,030.00 $ 1,030.00 s 46B.00 $ 468.00 (SPECIAL) 38 VALVE VAULTS TO BE ADJUSTED EACH 1 $629.50 S629.50 s 580.00 $ 580.00 s 530.00 s 530.00 s 530.00 s 530.00 s 556.50 $ 556.50 $ 825.00 s B25.00 s 650.00 s 650.00 s S30.00 $ 530.00 s 468.00 s 468.00 530.00 s 10,600.00 $ 530.00 s 10,600.00 s 556.50 s 11,130.00 $ 650.00 $ 13,000.00 s 580.00 s 11,600.00 s 530.00 $ 10,600.QO s 46B,00 s 9,360.00 39 FRAMES AND GRATES TO BE ADJUSTED (TYPE 11) EACH 20 $577.49 $11,549.80 s 580.00 s 11,600.00 s 1,160.00 s 530.00 s 1,060.00 $ 468,00 $ 936.00 40 FRAMES AND LIDS TO BE ADJUSTED (TYPE 11 EACH 2 $583.21 $1,166.42 s 580.00 s 1,160.00 s 530.00 s 1,060.00 $ 530.00 s 1,060.00 s 556.50 s 1,113.00 s 825.00 $ 1,650.00 s 5B0.00 s 41 COMBINATION CONCRETE CURB AND GUTTER, TYPE 8-6.12 FOOT 3,635 $37.52 $136,385.20 s 38.50 $ 139,947.50 s 34.00 s 123,590.00 s 40.00 $ 145,400.00 s 38.32 s 139,293.20 s 40.00 $ 145,400.00 s 40.00 $ 145,400.00 s 33.00 s 119,955.00 s 48.00 $ 174,480.00 42 MOBILIZATION LSUM 1 $30,000.00 $30,000.00 $ 21,000.00 s 21,000.00 s 73.421.18 s 73,421.18 $ 70,100.00 $ 70,100.00 $ 13,000.00 s 13,000.00 s 59,900.00 s 59,900.00 s 33,631.84 $ 33,631.84 $ 2,500.00 s 2,500.00 s 9,801.50 s 9,801.50 43 NON-SPECIAL WASTE DISPOSAL CUYD 60 $123.33 $7,399.80 $ 1.00 $ 60.00 $ 120.00 $ 7,200.00 $ 35.00 $ 2,100.00 s 15D.OO $ 9,000.00 $ 75.00 s 4,500.00 s 89.00 s 5,340.00 $ 90.00 s 5,400.00 s 41.00 s 2,460.00 44 SHORT TERM PAVEMENT MARKING REMOVAL SQFT 114 $4,12 S469.68 s 3.00 $ 342.00 s 7.00 s 798.00 s 0.10 s 11.40 s 10.00 s 1,140.00 $ 1.00 $ 114.00 s 1.00 $ 114.00 $ 17.00 $ 1,938.00 $ 47.00 s 5,358.00 4.00 $ 4,092.00 s 47.00 s 48,081.00 45 TEMPORARY PAVEMENT MARKING - LINE 4" • TYPE IV TAPE FOOT 1,023 $1.25 Sl,278. 75 s 0.50 s 511.50 s 1.00 $ 1,023.00 $ 0.10 s 102.30 s 3.00 $ 3,069.00 $ 1.00 $ 1,023.00 s 1.00 $ 1,023.00 s 46 THERMOPLASTIC PAVEMENT MARKING· LINE 4" FOOT 4,042 $1.47 $5,941.74 s 1.32 s 5,335.44 s 1.10 s 4,446.20 s 1.20 $ 4,850.40 s 1.26 s 5,092.92 s 1.20 $ 4,850.40 $ 1.60 s 6,467.20 s 1.50 $ 6,063.00 s 8.00 $ 32,336.00 1.50 $ 3,766.50 $ 1.50 s 3,766.50 $ 1.57 s 3,942.27 s 1.50 $ 3,766,50 s 2.40 $ 6,026.4D s 2.20 s 5,524.20 s 8.00 s 20,088.00 47 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 2,511 $2.05 $5,147.55 $ 1.65 $ 4,143.15 s 48 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 239 $6.75 $1,613.25 $ 6.60 s 1,577.40 s 5.75 $ 1,374.25 $ 6.00 s 1,434,00 $ 6.30 $ 1,505.70 s 6.00 s 1,434.00 $ 8.00 $ 1,912.00 $ 7.60 s 1,816.40 s 47.00 s 11,233.00 49 MODIFIED URETHANE PAVEMENT MARKING· LETTERS AND SYMBOLS FOOT 36 $19.56 $704,16 s 40,00 s 1,440.00 $ 18.00 $ 648.00 $ 36.00 s 1,296.00 s 37.80 $ 1,360.80 $ 36,00 s 1,296.00 $ 22.00 $ 792.00 $ 20.00 s 720.00 s 21.00 $ 756.00 50 MODIFIED URETHANE PAVEMENT MARKING - LINE 4" FOOT 223 S15.56 S3,469.88 s 6.60 s 1,471.80 $ 8,00 $ 1,784.00 $ 6.00 s 1,338.00 s 6.30 s 1,404.90 $ 6.00 $ 1,338.00 s 9.00 $ 2,007.00 s 8.50 $ 1,895.50 $ 47.00 s 10,481.00 51 MODIFIED URETHANE PAVEMENT MARKING - LINE 6" FOOT 64 $22.95 S1.46B.80 s 10.00 s 640.00 s 9.00 s 576.00 s 9.00 s 576.00 s 9.45 $ 604.80 $ 9.00 $ 576.00 s 13.50 $ B64.00 s 13.00 s 832.00 $ 47.00 $ 3,008.00 1,587.60 27.00 $ 1,134.00 $ 47.00 $ 1,974.00 52 MODIFIED URETHANE PAVEMENT MARKING - LINE 24" FOOT 42 $34.BO S1.461.60 s 40.00 s 1,680.00 s 18.00 s 756.00 $ 36.00 $ 1,512.00 $ 37.80 s s 36.00 $ 1,512.00 s 2B.00 s 1,176.00 s 53 WASHOUT BASIN LSUM 1 $1,057.47 $1,057.47 $ 1,000.00 s 1,000.00 $ 750,00 s 750,00 s 2,200.00 $ 2,200.00 s 7B7.50 $ 787.50 s 1,000.00 s 1,000.00 s 1,100.00 $ 1,100.00 s 1,800.00 $ 1,800.00 s 893.00 $ B93.00 54 REMOVE AND REINSTALL BRICK PAVER SQFT SD $20.94 $1,047.00 $ 20.00 s 1,000.00 $ 54.00 s 2,700.00 s 17.00 s B50.00 s 17.11 $ 855.50 $ 20.00 s 1,000.00 s 20.00 $ 1,000.00 $ 30.00 s 1,500.00 s 63.00 s 3,150.00 55 TRENCH BACKFILL (SPECIAL) CUYD 20 $58.91 51,178.20 $ 110.00 $ 2,200.00 s 100.00 s 2,000.00 s 100.00 s 2,000.00 $ 105.00 $ 2,100.00 s 50.00 $ 1,000.00 $ 110.00 $ 2,200.00 $ 100.00 s 2,000.00 s 116.00 s 2,320.00 56 EXPLORATION TRENCH (SPECIAL) FOOT 20 S24.72 $494.40 s 60,00 s 1,200.00 $ 55.00 $ 1,100.00 $ 55.00 s 1,100.00 s 57.75 $ 1,155.00 $ 20.00 s 400.00 s 20.00 s 400.00 $ 55.00 $ 1,100.00 s 70.00 s 1,400.00 57 STORM SEWER REMOVAL (UP TO 12" DIAMETER) FOOT 30 S89,35 S2.680.50 s 77.00 s 2,310.00 s 70.00 $ 2,100.00 s 70.00 s 2,100.00 s 73.50 s 2,205.00 $ 1.00 $ 30.00 s 77.00 s 2,310.00 s 70.00 $ 2,100.00 $ SB.00 s 1,740.00 58 SANITARY SEWER REMOVAL AND REPLACEMENT 8" (OR LESS) FOOT 30 5131.15 $3,934.50 s 127.00 s 3,810.00 s 115.00 s 3,450.00 $ 115.00 s 3,450.00 s 120.75 s 3,622.50 s 704.00 s 21,120.00 $ 130.00 s 3,900.00 s 115.00 s 3,450.00 $ 195.00 $ 5,850.00 SANITARY MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, 59 EACH 1 $1,508.22 $1,508.22 s 1,480.00 s 1,480.00 $ 1,350,00 s 1,350.00 $ 1,350 00 s 1,350,00 s 1,417.50 s 1,417.50 $ 1,725.00 $ 1,725.00 s 1,500.00 $ 1,500.00 $ 1,350.00 s 1,350.00 $ 791.00 s 791.00 CLOSED LID 60 CONCRETE CURB, TYPE B [SPECIAL) FOOT 150 S36.22 $5,433.00 $ 33.00 $ 4,950.00 $ 31.00 $ 4,650.00 $ 80.00 s 12,000.00 $ 31.50 s 4,725.00 s 46.50 s 6,975.00 s 33.00 s 4,950.00 $ 40.00 s 6,000.00 s 33.00 s 4,950.00 61 TRAFFIC CONTROL AND PROTECTION, STANDARD 701301 (SPECIAL) LSUM 1 $1.00 $1,00 s 16,000.00 s 16,000.00 s 1,000.00 s 1,000.00 s 1.00 s 1.00 $ 94 SO s 94.50 $ 1.00 s 1.00 s 1.00 $ 1.00 $ 90.00 $ 90,00 $ 1,575.00 $ 1,575.00 ===== PDF PAGE 99 ===== [Extraction: embedded PDF text] BID TABULATION Schroeder Asphalt Services, Inc. Builders Paving, LLC Plate Construction Inc. Brothers Asphalt Paving, Inc. A lamp Concrete Contractors, Inc. Everlast Blacktop M & J Asphalt Paving Company, Maneval Construction Co, Inc. Inc. 2026 ROADWAY REHABILITATION PROJECT CITY OF WEST CHICAGO P.O. Box 831 4401 Roosevelt Road 1100 Brandt Drive 315 5. Stewart Avenue 1900 Wright Blvd. 7N540 IL RI. 25 3124 S. 60th Ct. 28090 W Concrete Dr. SECTION NO.: 26-00000-01-GM (MFT) ENG. ESTIMATE Bid Opening: January 27, 2026 11!1 11:00 A.M. Huntley, IL 60142 Hillside, IL 60162 Hoffman Estates, IL 60192 Addison, IL 60101 Schaumburg, IL 60193 Elgin, IL 60120 Cicero, IL 60804 Ingleside, IL 60041 ESTIMATEDITEM 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 BID UNIT PRICE BID TOTAL BASE BID ITEM DESCRIPTION UNIT NO. QUANTITY 6,334 65 $ 6,334.65 $ 114,200.00 $ 114,200.00 $ 20,000,00 $ 20,000.00 $ 21,000.00 $ 21,000.00 $ 5,781.00 $ 5,781.00 62 TRAFFIC CONTROL ANO PROTECTION, STANDARD 701501 (SPECIAL) LSUM 1 $17,000.00 $17,000.00 $ 1.00 $ 1.00 $ 10,000.00 s 10,000.00 s 28,000.00 $ 28,00~ it! -~ 1.00 s 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1,575.00 $ 1,575.00 63 TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 (SPECIAL) LSUM 1 $1.00 $1.00 $ 1.00 $ 1.00 $ 1,000.00 s 1,000.00 s 1.00 s <1' 1.:..00 $ • 2,754 15 s 2,754.15 s 1.00 $ 1.00 $ 1.00 $ 1.00 $ 7,780.00 $ 7,780.00 $ 263.00 $ 263.00 64 TRAFFIC CONTROL ANO PROTECTION, STANDARD 701801 (SPECIAL) LSUM 1 $5,000.00 $5,000.00 $ 1.00 $ 1.00 $ 3,000.00 $ 3,000.00 $ 2,900 orJ i~ )i,oo S l .00 $ 1.00 s 1.00 $ 1,00 $ 1.00 s 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1,00 $ 1.00 65 TRAFFIC CONTROL AND PROTECTION, STANDARD 701901 (SPECIAL) LSUM 1 $1.00 $1.00 $ 1.00 $ 1.00 $ 1,000.00 $ 1,000.00 s <'l,oo \~y 11.70 $ 30,735.90 s 12.35 s 32,443.45-- ~..... - 10,70 s 28,108.90 $ 11.23 s 29,501.21 s 10,50 s 27,583.50 s 6,00 $ 15,762.00 s 21.00 $ 55,167.00 $ 7.00 s 18,389.00 66 PARKWAY RESTORATION SQYO 2,627 $13.00 $34,151.00 s 67 HOT-MIX ASPJ,!ALT ORIVEWAY PAVEMENT, 21/2• 5QYO 602 $29.18 $17,566.36 s 34.00 s 20,468.00 s 45.00 s 27,090.00 s""- X\so.oo s 30 )00.00 s 30.00 $ )8060.00 s 30.00 $ 18,060.00 s 28.00 $ 16,856.00 s 26.50 $ 15,953.00 s 31.00 $ 18,662.00 68 HOT-MlX ASPHAlT DRIVEWAY PAVEM ENT REMOVAL SQVO 602 $23.00 $13,846.00 $ 14.00 s 8,428.00 $ 25.00 s is.oso:oo s l 10.00 s L7,040.00 s 20.00 $ 12,040.00 s 14.75 $ 8,879.50 s 16.00 s 9,632.00 s 14.00 s 8,428.00 s 18.00 $ 10,836.00 15.00 s 2.~00.00 s, 20,00 s 3,?00.00 s 15. 75 s 2,520.00 s 19.25 s 3,080.00 $ 18.00 s 2,880.00 $ 20.00 s 3,200.00 $ 21.00 $ 3,360.00 69 CONCRETE (DRIVEWAY) RE MOVA~ (SPECIAL) SQVD. 160 $19.60 $3,136.00 $ 16.50 s 2,640.00 s 70 MANHOLE LID ADJUSTING RINGS (SPECIAL) EACH s $255.78 $1,278.90 $ 240.00 s 1,200.00 s 215.00 s 1,075.00 $ 215.00 s l 075.00 s 400,00 s 2,000.00 s 325.00 s 1,62$.00 $ 260.00 s 1,300.00 s 215.00 s 1,075.00 s 510.00 s 2,550.00 As Corrected (En1. Est.) $1,319,336.67 $ 1,284,325.06 $ 1,297,888.00 $ 1,310,190.97 s 1,340,806.18 $ 1,374,969.37 $ 1,378,905.61 s 1,388,884.27 $ 1,671,223.00 BIO TOTAL As Read s 1,284,325.06 $ 1,297,888.00 $ 1,310,190.97 s 1,340,806.18 $ 1,374,969.37 $ 1,378,905.61 s 1,388,884.27 s 1,671,223.00