===== PDF PAGE 100 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO . INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: ' AGENDA ITEM NUMBER: L-t.,~c Resolution No. 26-R-001 O - Contract Award - Schroeder COMMITTEE AGENDA DATE: February 5, 2026Asphalt Services, Inc. for the 2026 Industrial Streets ', COUNCIL AGENDA DATE: March 2, 2026 IImprovement Project- Phase A- Fenton Lane in an Amount Not to Exceed $1,642,817.43 STAFF REVIEW: Mehul T. Patel, P.E., CFM- Dire9tor of Public Works SIGNATURE APPROVED BY INTERIM CITY ADMINISTRATOR: Tia Messina SIGNATURE ITEM SUMMARY: Many roadway segments in the City's industrial areas require complete roadway reconstruction and underground utility improvements. These improvements are identified in the City's 5-Year Recommended Roadway Improvement Program in FY 2026, FY 2027, and FY 2028. The Industrial Streets Improvement Program consists of Phase A, Phase B, and Phase C, as denoted in the enclosed location map. 2026 Industrial Streets Improvement Project - Phase A - Fenton Lane (Project) is located on Fenton Lane from W. Washington Street to Helena Drive, as denoted in the enclosed location map. The scope of the project includes full- depth hot-mix asphalt (HMA) roadway reconstruction, proposed curb and gutter, proposed sidewalks, drive~~Y removal and replacements, fire hydrants, relocations, proposed street lighting system, and miscellaneous utility structure adjustments as denoted in the Project plans and specifications. The net length of roadway improvements is approximately 0.353 miles or 1,865 feet. The construction is anticipated to begin in spring 2026 and is expected•, to be completed in October 2026, weather permitting. The Project will be funded through municipal bonds, whicH will be presented for the City Council's consideration under a separate Agenda. The Project was advertised for public bids in the Daily Herald and on an online bidding platform, QuestCDN, on January 6, 2026. Staff opened bids on Janua~ 27, 2026, and below are the bid results: BID CONTRACTOR RANK SUBMITTAL AMOUNT Schroeder Asphalt ~ervices, Inc. $1,642,817.43 1 ' A Lamp Concrete Contractors, Inc $1,777,959.48 2 M & J Asphalt Paving Company $1,787,468.25 3 Alliance Contractors, Inc. $1,848,525.10 4 Maneval Construction Co., Inc. $1,888,846.00 5 I Plote Construction Inc. $1,860,180.75 6 I I I Everlast Blacktop, Inc. $1,906,189.05 7 R.W. Dunteman Co. $1,988,875.00 8 ' I Martam Col")struction, Inc. $2,120,100.25 9 ENGINEER'S ESTIMATE $1,871,601.25 - The FY 2026 Budget includes $1,715,900.00 under Capital Projects Fund Account No. 08-34-53-4807. Schroed~t Asphalt Services, Inc. (SAS) of Huntley, Illinois, submitted the lowest and most qualified bid in the amount of $1,642,817.43, which is $228,783.82 or approximately 12.2% lower than the engineer's estimated cost · of ===== PDF PAGE 101 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO $1,871,601 .25. Furthermore, SAS's bid is $73,082.57 or approximately 4.3% under the FY 2026 budgeted amount of $1,715,900.00. The City has previously contracted with SAS to perform similar work, including various roadway rehabilitation projects throughout the City, including the 2021 Commerce Drive Reconstruction Project, the 2023 Fair Meadows Subdivision Rehabilitation Project, and the 2024 Roadway Rehabilitation Project. All projects were completed satisfactorily. In addition, SAS is registered with the Illinois Department of Transportation as a prequalified contractor. Staff recommends awarding the 2026 Industrial Streets Improvement Project - Phase A- Fenton Lane to the lowest responsible bidder, Schroeder Asphalt Services, Inc., for a bid amount not to exceed $1,642,817.43. The contract. award is contingent on issuance of the General Obligation bonds. ' , ACTIONS PROPOSED: I• Approve Resolution No. 26-R-0010 author,izing the Mayor to execute a Contract with the lowest responsible bidder, Schroeder Asphalt Services, Inc. of Huntley, Illinois, for the 2026 Industrial Streets Improvement Project - Phase A - Fenton Lane in an amount not to exceed $1,642,817.43. , COMMITTEE RECOMMENDATION: .. ===== PDF PAGE 102 ===== [Extraction: embedded PDF text] RESOLUTION NO. 26-R-0010 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH SCHROEDER ASPHALT SERVICES, INC. OF HUNTLEY, ILLINOIS, FOR THE 2026 INDUSTRIAL STREETS IMPROVEMENT PROJECT - PHASE A - FENTON LANE IN AN AMOUNT NOT TO EXCEED $1,642,817.43 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 the lowest responsible bidder, Schroeder Asphalt Services, Inc. of Huntley, Illinois, for the 2026 Industrial Streets Improvement Project - Phase A - Fenton Lane for an amount not to exceed $1,642,817.43, in substantially the form attached hereto and incorporated herein as Exhibit "A". APPROVED this 2nd day of March 2026. AYES: NAYES: ABSTAIN: ABSENT: Mayor Daniel Bovey ATTEST: Valeria Perez, Executive Office Manager ===== PDF PAGE 103 ===== [Extraction: embedded PDF text] 030 .• -031 080 i , 081 BATAVIA 091 (N i 113 115 116 CITY OF WEST CHICAGO .4,s INDUSTRIAL STREETS IMPROVEMENT PROGRAM 1 inch= 1,000 feet MUNICIPAL BOUNDARY ++++++ ➔ RAILROAD D FOREST PRESERVE INDEX GRID D D MAP PREPARED: DECEMBER 2Dl4 2026 - Phase A - Project Area 2027 - Phase B - Project Area 2028 - Phase C - Project Area Proposed Watermain Replacement ===== PDF PAGE 104 ===== [Extraction: OCR (rendered-page OCR)] PROJECT LOCATION MAP Industrial Streets Improvement Project — Phase A Fenton Lane Project Length: 1,865 feet or 0.353 miles City of West Chicago = 3 2 Z 3 2 S, 3 3 SL % Fenton Ln ‘ a o e a Ey = = 2 ° Gam Project Limits Commerce Dr ===== PDF PAGE 105 ===== [Extraction: embedded PDF text] Alliance Contractors, Inc. A~ lamp Concrete Contractors, Inc, Maneval Construction Co, Inc, R.W. Dunteman Co~ Schroeder Asphalt Services, Inc Everlast Blacktop Plate Construction, Inc Martam Construction, Inc BID TABUALTION M & J Asphalt IncPaving Company, FENTON lANE RECONSTRUCTION PROJECT 1900 Wright Boulevard 28090 W Concrete Or 600 S, Lombard Rd,, P.O. Box 1129 1166 Lake Avenue 3124 S 60th Court 1100 Brandt Drive 1200 Gasket Drive Foxfleld Rd Suite 180 P.O. Box 83 1 2560 CITY OF WEST CHICAGO E G, ESTIMATE Cicero, ll 60804 Addison, ll 60101 Huntley, Woodstock, IL 60098 Charles. IL 60174 St. Schaumburg, ll 60193 Ingleside, ll 60041 Hoffm.Jn Csta.lei,. IL 60192 \l 60142 Elaln. IL 60120 Bid Openln1: Jomuilry 27 2026 @j 11:00 A,M . 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 BID UNIT PRICE BID TOTAL BASE BID ITEM DESCRIPTION UNIT QUANTITY NO. 208,100,00 s 208,200.00 s 2S•,800.00 s 254,800,00 s 49.Ul.00 s 49,121.00 s 262,001.22 s 262,001.U s 39,000.00 s 39,000.00 s 90,000.00 s 90,000.00 s 95,000.00 s 95,000.00 s 155,000.00 s 155,000.00 1 lllAFFIC CONTROL AND PROTECTION LSUM , S50.000.00 sso 000.00 s 35,000.00 s 35.000.00 s 35,000.00 s Xl,000.QO s 20,000.00 s 20,000,00 s 20,000.00 s 36,000.00 s 36,000.00 s 35,000.00 s 3S,000,00 s 12,500.00 s 12,500.00 s ]5,000.00 $ 15,000.00 s 64,500.00 s l>0,500.00 s 25,000.00 s 25,000.00 2 CONSTilUCllON LAYOUT & RECORD DRAWINGS LSUM 1 $30,000.00 $30,000.00 s 35,000.00 s 37.00 s 370.00 s 32.00 s 320.00 s 40.00 s 400,00 s 35,00 s 350.00 s 35.00 s 350.00 $ 35,00 s 350.00 s 4000 s 400.00 $ 32.00 s 320.00 s 68.00 s 680.00 3 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 10 $25.00 S2SO.OO s 37.00 s 1,332 00 s 42.00 $ 1,512.00 s SO.OD s 1,800.00 $ 45.00 s 1,620.00 $ 37.00 s 1,332.00 $ 46.00 5 1,656.00 s 40.00 s 1,440.00 s 42.00 $ l,Sll.00 s 76 00 s 2,736.00 4 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT JG $30.00 Sl,OS0.00 s 216.00 s 2,160.00 s 100,00 s 1,000.00 s 220.00 s 2,200.00 s 200.00 s 2,000.00 s 200,00 s 2,000.00 s 25000 s 2,500.00 5 TREE ROOT PRUNING EACH 10 $100.00 Sl,000.00 s 200.00 s 2,000100 s 200,00 s 2,000.00 s 100.00 $ 1,000.00 s 42.00 s 141,372.00 $ 44.00 s 148,104.00 s 44.00 s 148,104.00 s SO.OD s 168,300,00 s 41.00 s ll8,006.00 s 49.00 s 164,934,00 s 54,00 s 181,764.00 6 EARTH EXCAVATION CU YD 3.36!1 s:15.00 $117,810.00 s 48.00 s 16),568.00 s 10,00 s 33,660.00 s 10.00 s 250.00 s 2,500.00 s 1.00 s 10.00 s us.oo s l.250.00 s SO.OD s SOD.DO $ 60.00 s 600.00 s 300.00 $ 3,000.00 s 1.060.00 s 10,600.00 7 EXPLORATORY EXCAVATION EACH 10 $ISO.OD $1,500.00 s 100.00 s 1,000,00 s 1.00 s 40.00 s 10,000.00 s 10.00 s 2,500.00 $ 20.00 s S,000.00 s SO.OD s 12.500.00 $ 51,00 $ l2.7SO.OO s 50.00 $ 12,500.00 $ 39.00 s 9,750.00 s 35 00 s 8,750.00 $ 57.00 s 14,250.00 8 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CUYD 250 S-40.00 Sl0,000.00 s 6,250,00 s 55 00 s 13,750.00 s 51.50 s 12.875.00 s 45,00 $ 11,250.00 $ SB.OD s 14,500.00 s 55.00 s 13,7S0.00 s 57.25 s 14,312,50 9 POROUS GRANULAR EMBANKMENT CY YD 250 $50,00 sn.soo.oo s 90.00 s 12,500.00 s 5600 s 14,000 00 $ 25,0D s SO.OD s U,500.00 s 10.00 s 2,S00.00 s 1.00 s 250.00 s 9.00 s 2,250.00 s 40.00 s 10.000.00 s 24.00 s 6,000.00 s 35.00 s 8,750.00 $ 8.00 s 2,000.00 s 36.00 $ 9,000.00 10 STABILIZED CONSTRUCTION ENTRANCE SQYD 250 $32,00 SS,000.00 s 1 DO s 100.00 s 43.00 s 4,300.00 s I .OD s 100,00 s 1000 s l,000,00 $ 2.00 $ 200,00 s 10,00 s 1,000.00 s 40.00 s 4,000.00 11 DUST CONTROL WATERING UNIT 100 $1500 $1,500.00 s 140.00 s 14,00000 s 1,00 s 100.00 s 1.00 s 1,500.00 s 2.00 $ 3,000.00 s 5.25 s 7,875.00 s 3.30 $ 4,9$0,00 s 2.00 s 3,000.00 s 3.00 $ 4.S00.00 s 4.00 $ 6,000.00 12 PERIMETER EROSION BARRIER FOOT 1,500 $2.50 $3,750.00 s 3.50 s S,250.00 $ 3.00 s 4,SOO.DO s 250.00 s 2,000,00 s 25.00 $ 20000 s 15.00 s 120.00 $ 216.00 s 1,728.00 $ 300.00 $ 2,400.00 s 200 00 s 1.600.00 s 160.00 s 1,280.00 s ISO.OD s 1,200.00 $ 300.00 s 2,400.00 13 INLET FILTERS EACH a $150,00 $1.200.00 s 1.00 s 1.00 s 1,000.00 s 1,000.00 $ 803.00 $ 803,00 s 850.00 s 850.00 s 1,700,00 s 1,700.00 s 3,000.00 $ 3,000.00 s 600.00 s 600.00 s 1,800.00 s 1,800.00 14 TEMPORARY MAILBOX (MUTLI-UNIT) EACH 1 $1,750.00 $1 750.00 s 1,000.00 s 1,000.00 s 3,790.00 5 120.00 s 1,200.00 $ 275.00 s 2,750.00 s 200.00 s 2,000.00 $ 1,000,00 s 10,000.00 s 380 00 s 3,800.00 15 RELOCATE EXISTING MAILBOX EACH 10 $300,00 S3,000.00 s 350.00 s 3,500,00 s 1.00 s 10.00 s 150,00 s 1,500.00 s 379.00 s 950.00 $ 75.00 $ 750.00 s 108.00 s 1.080,00 s 105,00 $ 1,050.00 s 20.00 s 200,00 s 100.00 s 1,000.00 s 240.00 s 2,400.00 s 110,00 s 1,100.00 16 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 10 $200.00 S2,ooo.oo s 200.00 $ 2,000.00 s 95.00 s 9.00 s 57,393.00 s 21,95 s 139,975,15 s I .SO s 54,204.50 s 22.50 s 143,4112.SO $ 12,00 s 76.524.00 $ 16.50 s 105,220.50 17 PAVEMENT REMOVAL SQ YD 8,377 522.00 Sl40,l94.00 s 11.50 s 73,33,.50 s 30 00 s 191,310,00 s B,75 s 55,798.75 s 900.00 s 100.00 s 1,000.00 s 75.00 s 750 00 s 33.00 $ 330.00 s 89.00 s B90.00 $ 9B 00 s 980.00 s 94.00 $ 940i>o s B9 00 s 890.00 s 96.00 $ 960.00 18 TRENC,-t BACKFILL CUYD 10 $50,00 SS00.00 s 90.00 s 20.00 5 19,600.00 s 5.50 $ 5,390.00 s 5.75 s S,615.00 $ 11.50 $ 11..270.00 s 6.00 s 5,880.00 s B.00 s 7,840.00 s 5.00 $ 4,900.00 s 7.00 s 6,860.00 19 COMBINATION CURB AND GUTTER REMOVAL FOOT vao SIZ.50 Sll.250.00 s 4.00 s 3,920.00 s 35.00 s 26,600.00 s 1.00 s 760.00 s 1.00 s 760.00 s 44.50 s 33,120.00 s 45.15 s 34,.114.DO s 28 00 $ 21,280.00 s 37.00 s 28,120.00 s 20.00 s 15,200.00 s 26.00 s 19,760.00 20 AGGREGATE FOR TEMPORARY ACCESS TON 760 $35,00 S26.61Xl00 s 21.00 s 137,l35.00 s lB.00 $ 117.630.00 s 21.60 s 14US6.00 s 16.65 s 108,801,75 $ 20.00 s 130,700.00 s lB.40 s 120,244.00 s 17.00 s 111,095.00 s 18.00 s 117,630.00 21 AGGREGATE SUBGRADE IMPROVEMENT 12" SQYO 8,SlS 522.00 SIA3.770,00 s 26.00 s 169,910.00 s 6.00 s 17,6l>O.OO s 7,50 s 22,0BO.OO s 7.50 s 22,080.00 s 5.BS s 17,Ul.40 s 2.00 s 5,1188JJO s BAO $ 24,729.60 s 7.00 s 20,608.00 s 7.00 s 20,60!1.00 22 AGGREGATE BASE COURSE. lYPE B 4" SQYD 2,944 $12.50 S36,800.00 s 8.00 s 23,552,00 s 1.30 s 7,676.50 s D.20 s 1,181.00 $ 2.35 s 13,876.75 s 1,50 s 8,857.50 s 2.00 s 11,BlO.OO s 2.30 s 13,S81.50 s 3.70 s 21.848.SO 23 GEOTECHMCAI. FABRIC FOR GROUND STABILIZATION sa ve 5,905 $2.75 Sl6.238.7S $ 1.30 s 7,676 50 s 1.00 s 5,905.00 s lSB,678 00 $ 37.00 s 172,679.00 s 35.00 s 163,345.00 s 39.00 s 182,013,00 $ 34.35 5 160,3lUS s 32.50 s 151;677.50 s 41.50 s 193,680.5.0 s 34.00 s 158,678.00 $ 38,00 s 177,346.011 24 COMBINATION CONCRETE CURB AND G~. lYPE B-6,12 FOOT 4,6!17 $,CS.OD S210 01s.00 s 34.00 s $ 6,150.00 $ 38.00 s 5,700.00 s 38.00 $ 5,7110.00 s 3B.75 s 5,812.50 s 33 .00 $ 4,950.00 s 3B.00 $ 5,700.00 $ 50 00 s 7,500.00 s 38.00 s 5,700.00 25 CONCRETE CURB. lYPE B (BARRIER CUR8) FOOT 150 $35,00 ss-,zso.oo s 42.00 $ 6,300.00 s 41 .00 00 s 239,289.00 s 8800 s 253,704.00 s B5.95 s 247,793.85 s 77.50 s '23,432.50 s 8B.50 s 255,14S,SO s 9000 $ 259.470.00 s 93.00 s 268,119.00 26 HOHIIIX ASPHALT BINDER COURSE, tL-19.0, N7D (81 TON 2,883 590.00 SZS9,470.00 s 9S,00 s 273,885.00 s 83.60 5 241,0lS.80 s B3 $ 59,00 $ ll4,009,00 s 115,00 $ 147,315.00 s 90.15 $ llS,482.IS s 85.00 s 108,885.00 s 89.50 s ll4,649.SO s 91.00 s 116,57100 s 110.00 s 140,910.00 27 HOT~X ASPHALT SURFACE COURSE, IL-ll.5, MIX "D", N70 (41 TON 1.281 $100,00 SlZB,100.00 5 99.00 s 126,819.00 s 97.00 s 124,257.00 122,50 s 001 s 122,50 s 0.10 s 1,US.00 s 0.01 s 122.50 s 0.01 s 122.50 s 001 s 122.50 s 0.01 s 122.50 s 0.01 s 122.50 28 8ffiJMINOUS MATERIALS (PRIME COAT) POUND 12.250 51.00 Sl2.250,00 s 0.01 s 122.50 s 0,01 s 12.25 s 0.01 s 12.25 s 001 s 12.25 s 0.12 s 147.00 s 0.01 $ 12.25 s 0.01 s 12 25 $ 0.01 s 12.25 s 0.01 s 12 25 s 0.01 s 12.25 29 811\IMlNOUS MATERIALS (TACK COAT) POUND 1,225 $1 .00 $1,225.00 s 0.01 s 9.15 s 73,739.85 s 8.75 s 70,516.2.S s 10.00 s 80,S90.00 s 10.25 s 82.61M.75 s B,95 $ 72,12B.05 s 9.30 s 74,9,18.70 s U .00 s 96,708.00 s 11.00 $ 88,649.00 30 PORTtAND CEMENT CONCRETE SIDEWALK 5 INCH SOFT S,059 58.SO S68.S01.SO s 8.00 s 64,472.00 s 10.50 s 11,161.50 s 11.15 s 11,B52.45 s 11.00 s 11,693.00 s 14.00 s 14,882,00 s 12.75 s 13,553.25 s 11.00 s ll,693.00 $ 14 00 $ 14,882.00 s 14.00 s 14,BSl.OO s 15 00 s 15,945.00 31 PORTLAND CEMENT CONCRETE SIDEWALK, 7 INCH SQFT 1,063 $12 00 $12 756.00 s 35.00 s 3,500.00 s 40.00 s 4,000.00 s 30.00 $ 3,000,00 s 19.00 s 1,900.00 s 39,B5 s 3,985.00 s 34.00 s 1,400.00 s 44.00 s 4,400.00 s 35.00 s 3,500,00 s 40.00 s 4.000.00 32 TACllLE/DETECTABLE WARNING SURFACE SQFT 100 $-40.00 S4,000.D0 s 10.00 $ 14,400,00 s 20.00 s 28,800,00 s 9.65 s 13,896 00 s 17.00 s 24,480.00 s 25.15 $ 36.21.6.00 s 8,00 $ U ,520.00 s 1600 s 23,040.00 s 22.00 s 31,680.00 s 16,50 s 23,760.00 33 DRIVEWAY PAVEMENT'REMOIIAL SQYD 1,440 SIB.DO S25.920.00 s 82.00 s 118.080.00 s 93.65 s 134,856.00 $ 85.00 s 122,400.00 $ 124.25 s 178.920.00 s 77.00 s 110,880.00 s 96.00 $ 138,240.00 s 111.00 s 159,840.00 s 100.00 s 144,000.00 s 122.00 s 175,680.00 34 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 7 INCH SQ YD 1,4-40 $90,00 S 129,600.00 s 20.00 s 3,000.00 s 3.75 s 562.50 $ 9.00 s 1,350.110 s 29.50 s 4,425.00 s 15.00 s 2,lS0.00 s lB.110 s 2,700.00 s 35.00 s 5,250.00 s 18.00 s 2,700,00 35 HOT-MIX ASPHALT DRIVEWAY PAVEMENT REMOVAL SQ YD 150 $60,00 $9,000,00 s 12.00 s 1,800.00 s 10,500.00 $ 55.SO s 8,325.00 s 45.00 s 6,750.00 s 33.00 s '!.950.00 s 46.15 s 6,922.50 s 50,00 $ 7,500,00 s 40.00 s 6,000.00 s BS.DO s lZ,750.00 s 7S.00 s 11.250.00 36 MOT-MIX ASPI-\ALT DRIVEWAY PAVEMENT , ◄' SQYD 150 $25.00 $3,750.00 s 70.00 s 32,000.00 s 11,445.00 $ 45,7BO.OO s 12,600.00 s 50,400.00 s 12, 500.00 s S0,000.00 5 11,500.00 s 46,000.00 s 12,260.00 s 49,040,00 37 ARE HYDRANT TO BE MOVED EACH 4 52,000.00 sa.000.00 s 11,445.00 $ 45,780.00 $ 1,000.00 s 4,000.00 s 10,000.00 $ '!0.000.00 s 8,000.00 s 550.00 s 2.200.00 s 911-00 s 3,644.00 s 600.00 s 2,400.00 s 660 00 s 2,640.00 s 650,00 s 2,600.00 $ 600.00 s 2,400.00 s 680,00 s 2,720,00 38 DRAINAGE SlllUCT\IRE TO BE REMOVED EACH 4 $900.00 suoo.oo $ 600.00 $ 2,400.00 s 100.00 s 400,00 s 450.00 s 1,350.00 s 15000 s 450 00 s 540,00 $ 1,G20.00 s B6.00 s 258.00 $ 450.00 s 1,350.00 s 500.00 s l ,S00,00 s 550.00 s 1,650.00 $ 450.00 s 1,350.00 s 760.00 s 1,280.00 39 VALVE VAULn; TO BE ADJUSTED EACH J $800.00 $1,1100.00 s 3,075.00 $ 6,150,00 $ 8,S00.00 s 17,000.00 s 6,350.00 s 12,100.00 s 4,625.00 s 9,250.00 s J,075.00 s 6,150.00 s 3,385 00 s 6,770.00 s 3,250.00 s 6,500.00 $ 3,100,00 s 6,200.00 s 6,•60.00 s 12,920.00 40 CATCH BASINS, TYPE A, TYPE 11 FRAME AND GRATE EACH 2 $5,750.00 $11,SOO.OO s 3,560.00 s 4,725.00 s 9,450.00 s 2,950.00 s 5,900.00 s 3,730.00 $ 7,460.00 s 1,780.00 $ 3,560.00 s 2,000.00 s 4,0110.00 s UDO.OD s 4,200.00 $ 1,800.00 s 3,600.00 $ 3,120.00 s 6, 240.00 41 CAlCH BASINS, lYPE C, l'YPE 11 FRAME AND GRATE EACH 2 $2.500.00 $5,000.00 s 1,780.00 s 2,870.00 s 20.00 s 1,640.00 s 1.00 s 82.00 s 43,00 s 3,526.00 s 35.00 s 2, 87U.OO s 38.50 s 3,157.00 s 40.00 $ 3,280.00 $ 35.00 s 2,870.00 $ JO.OD s 820.00 42 STORM SEWER REMo\lAL. LESS THAN 15' FOOT 82 $45.00 $3, 690.00 s 35,00 s 20,700.00 s 111.00 s 11,100.00 s 52.00 $ 5.200.00 5 54.00 s 5,400.00 s 59,00 s 5,900.00 s 59.00 s 5,900.00 s 54.00 s 5,400.00 s 13600 $ 13,600.00 43 STORM SEWER, RCP, CLASS A, lYPE 2 12" FOOT 100 $15S.DD Sl6,SOO.OO s 54.00 s 5,400.00 s 207,00 s 100.00 s 1,200.00 $ 221-00 s 2,652,00 s 115.00 s 1,380.00 s 136.00 s J,632.00 s 100.00 s 1.200.00 s 110.00 $ 1..120.00 s 11000 s 1,320.00 s JOO.OD s 1,200.00 s 158.00 $ 1,896.00 44 STORM SEWER, RCP, CLASS A, lYPE 215" FOOT 12 $180.00 $2,160.00 s 440.00 s 1,320.00 s 500.00 s 1.soo.00 s 150.00 $ 450.00 s 2,725.00 s 8,175.00 $ 440.00 s .1.320.00 s 495.00 s l ,4BS.OO s 525.00 s 1,575.00 $ 440.00 $ 1,320.00 $ 880.00 $ 1,6<0.00 45 CONCRETE COLlAR CUYD 3 $500,00 $1,500.00 s $1,000.00 s 600.00 s 600.00 $ 500.00 s SOD.DO $ 1,150.00 $ 1,150.00 s 110.00 s lJ0,00 s 600.00 s 60D.OD s 660.00 s 66000 $ 750.00 s 750.00 s 600,00 s 600.00 s 1,440.00 s 1,440.00 46 STORM SEWER CONNEC110N TO EXISTING MANHOLE EACH , $1,000.00 47 SANITARY SEWER SPOT REPAIR, a• EACH 2 $10,000,00 $20000,00 s 4,120.00 $ 1,240.00 $ 9.aso.00 s 1.9,700.00 s 5,550.00 $ 11,100.00 s 7,000.00 s 14,000.00 s 4,120.00 s 8,240.00 s 4,550.00 $ 9,100.00 s 5,000.00 s 10,000.00 $ •.no.oo s 8,240.00 $ n.680.oo s 25,lliO.OO 425.00 s 600.00 $ 600.00 s 550,00 s 550,00 s 491.00 s 491.00 s 425.00 s 42500 s 470.00 s 470,00 $ 5S0.00 s 550.00 s 425.00 s 42S,OO s 600,00 s 600.00 4B FRAMES ANO LIDS, lYPE 1, OPEN LID EACH 1 $400,00 $400.00 s 425,00 s 630.00 $ 5,040.00 s 491-00 $ J,928.00 $ 425.00 s 3,•oo.oo s 470 00 s 3,760.00 $ 550.00 $ 4,400.00 s 425,00 s 3,400.00 s 600.00 s 0,800.00 49 FRAMES AND LIDS, l'(PE I , CLOSED LID EACH a $650.00 $5,200.00 s 425.00 s 3,A00.00 s 600.00 s •.800.00 s 4,700.00 s 1,425.00 s 7,125.00 s 775.00 s 3,875.00 $ 546.00 s 2,730.00 s 940.00 s 4,700.00 s 1,040.00 $ S,200.00 s 1,200.00 s 6,000.00 s 940.00 s 4,700.00 s J,62000 s 8,100.00 50 SANITARY MANHOLES TO BE AtlJUSTEO EACH 5 $900,00 $4,500.00 s 940.00 s 15,000.00 s 15,000.()0 s 14,725.65 s 14,725.65 $ l4,72S,63 s 14,725.63 s 6,500.00 s 6.500.00 $ 14,725.63 s 14,725.63 s 16,225.6~ s 16,225.63 s 6,600.00 s 6,60000 s 14,730,00 s ]4,730.00 s 18,100.00 s 18,800.00 51 ELECTillCAL SERVICE INSTALU\TION EACH , $2,500.00 SUOO,oo $ 10,000.00 s l0,000.00 s 10,000.00 s 10,800.00 s 10,800.00 s 10,000.00 s 10,000.00 s ll,100.00 s U ,100.00 s 11,000.00 s 11,000.00 s 10,000.00 5 10,000.00 s 10,000.00 s 10,000.00 52 ELECTRIC UTILITY SERVICE CONNECTION LSUM 1 510,000.00 s10,000.oo s 10.000.00 s l0,000.00 s 10,000.00 s 37,625.76 s 46,11 s 37,62S.76 s 57 25 s 46,716.00 5 4611 s 37,625.76 s 5000 s 40,800.00 s 58 00 s 47,328 00 s 47.00 s 311,352.00 s 54.00 s 44,064,00 53 UNDERGROUND CONDUIT, GALVANIZED STEEi.. 2 1/T DIA, FOOT BI S 538.00 $31,00B.00 s 46.50 s 37,944.00 s 46.11 s 2,99331 s 2,993.91 s 2,993.91 s 2,993.91 s 1,100.00 s 1,200.00 s 2,993.91 s 2,993.91 s 3.300.00 s 3,300,00 s 1,l(I0.00 $ 1,3110.110 5 3,000.00 $ ].000.00 s 3,600.00 s 3,600.00 54 DRILL EXISTING HANDHOLE EACH 1 $250.00 S2.50.00 s 3,000.00 s 3,000.00 s UNIT DUCT, 500V, 4-1C N0.6, 1/C N0.6 GROUND, (XLP-lYPE USE). I FOOT 2,330 $28.00 $60,580.00 s 24,00 s 55,920.00 s 23.94 s 55,780.20 s 23,94 s 55,780.20 $ 35,60 $ B2,948.00 s 23.94 s 55,780.20 $ 26,40 s 61,512.00 s 36,00 s B3,880.00 $ 24 00 s 55,920.00 s 29.00 s 67,570.00 55 t/4" DIA, POLYETHYLENE S.987,B2 s 5,9B7 82 s 5,987.82 s 5,9B7.82 s 3,780.00 s 3,780.00 s 5,987Jl'Z 5 5.987,B2 s 6,600.00 s 6,600.00 $ 3,800.00 s 3,800.00 s 6,000.00 s 6,000.00 s 7,000.00 s 7,000.00 56 ELECTRICAL CONNEC110N TO EXISTING LIGHTING SYSTEM EACH 1 $2,500.00 S2,SOO.OO s 6,000.00 s 6,000.00 s 5,285.90 s 52,859.00 s 5,285 90 s S?,859.00 s 5,840.00 s 58,400.00 s 5,285.90 s 52.859.00 s 5,825.00 $ 58,250 00 s 5,900.00 s 59,000.00 s 5,300.00 s S3.000.00 s 6,100 00 s 61,000.00 57 SINGLE STREET LIGHT AND POLE EACH I D S.S,500.00 sssooo.oo s 5,290.00 s 52,900.00 s 7,300.00 s 7,300 00 $ 7,296.01 s 7,296.01 s 7,196.01 s 7,296.01 s 4,800.00 s 4,800.00 s 7,296.01 s 7,296.01 s 8,030,00 s 8,030.00 s 4,900.00 s 4,900.00 s 7,300.00 s 7,300.00 s 8, 260.00 $ 8,260.00 58 1-\ANOHOLE, ELECTRICAL EACH , $2,000.00 52,000.00 s 31,.165.90 s 34B,51 s H,365.90 s 378.00 s 34,020.00 s 348.51 $ 31,365.90 s 385.00 s 34,650.00 $ 3BO OD s 34,200.00 s 405.00 s 36,450.00 s 390.00 s 35,100.00 59 LIGHT POLE FOUNOATION, 24" OIAMETER, SPECIAL FOOT 90 $350,00 $31,500.00 $ 350.00 s 31,SD0.00 $ 348.51 s 13,200,00 s 13,20000 s 16,000.00 s 16,000.00 s 12,000.00 s 12,000.00 s ll,800.011 s 13,800.00 60 LIGHTING CONTilOLLER. PAO MOUNTED, SPECIAL EACH 1 $13,500.00 Sl3,SOO.ll0 s 12,000.00 s 12,000.00 $ 11,!19S.SO $ 11,995.50 s 11,995.50 $ 11,995.50 s 15,660.00 s 15,660.00 s 11,99S.SO s ll.!19S.SO $ 150.00 $ 750.00 s 324.00 s 1,620.00 s 300.00 s J.500.00 $ 275,00 $ 1,375.00 $ 2B0,00 s l,-400.00 s 37S,OO $ 1,875.00 s 300,00 s 1,500.00 61 RELOCATE SIGN PANEL AND POST EACH 5 $250.00 $1,250.00 s 235.00 $ l ,l7S.OO s 125,00 s 615 00 s 20.00 s 480,00 s 22,00 $ 528.00 s 30.00 s 720.00 s 81.00 s 1,944.00 s 30.00 $ 720.00 s 71.00 s 1,704.00 s 46.00 $ 1. 104,00 s 22.00 s 528.00 s 7B,00 $ l,B72.00 62 SIGN PANEL . TYPE I SCFT 24 $26.00 $672.00 s 63 TELESCOPING STEEL SIGN SUPPORT FOOT 42 $25.00 $1,050.00 s 15.00 s 630 00 $ 20.00 s 840.00 s 20.00 s 840.00 s 27.00 s 1, 134.00 $ 31,90 s 1,339.80 s 22.00 s 924.00 $ 22.00 s 924.00 s 20,110 s 840.00 s 25.00 s 1,050.00 8.75 s 40,862.50 $ 7.50 $ 35,025.00 s 14.00 s 65,380.00 s B,75 s 40,862,50 s 9.65 s 45,065.50 s 7.00 s 32,690.00 s B.75 $ 40,862.50 s 8.50 s 39,695.00 64 PARKWAY RESTOAA110N SOYO 4,970 SIS.DO s1ooso.oo s 9.00 s •2,030.00 s 1.00 s 10.00 $ 1 00 s 10.00 s 43.00 s 430.00 s 1,00 s 10.00 s 2.00 $ 20.00 s 1,00 s 10.00 s 1,00 s 10.00 $ 150.00 $ 1,500.00 65 SUPPLEMENTAL WATERING UNIT 10 $150,00 $1,500.00 s 150.00 s I.S00.00 s 66 TEMPORARY PAVEMENT MARKING· LINE 24"- PAINT FOOT 13 $1 ,00 $13.00 s 125.00 $ l ,62S.00 s 6.00 $ 78.00 $ 170.00 $ 2,210.00 s 108.00 $ 1,404.00 s BS.OD s 1,105.00 s 30.00 s 390.00 s 100.00 s 1,300.00 s 10.00 s 130.00 s 20,00 s 260.00 405.00 s 5,265.00 s 292.00 s 3.796.00 s 210.00 s 2,730.00 s 100.00 s 1,300.00 s 170.00 s 2,210.00 $ 3B5.DO s 5,005.00 67 THERMOPLAS11C PAVEMENT MARKING - LINE 24• FOOT 13 $6.00 S7B.00 s 275.00 s 3,575.00 s 275.00 $ 3,575.00 $ 260.00 $ 3,380.00 s 2,700.00 s 2,700.00 s 750.00 s 75000 $ 1,000.00 $ 1,000.00 s 2,673.00 s 2,673.00 s 2,500.00 s 2,S00.00 s 1,000.00 s 1,000.00 s 2,200.00 s 2,200.00 s 4,600.00 s 4,600.00 s 3,500 00 $ 3,500,00 68 1EMPORARY CONCRETE WASHOUT FACILllY EACH , $2,500.00 $2,500.00 5 200.00 s 1,000.00 s 52,00 s 7BO.OO s 45.00 s 675,00 s LOO s 15.00 s 33.50 $ 502,50 s 10,00 s 1$0.00 s 39,00 s 585.00 s 300.00 5 4,500.00 $ 65,00 s 975.00 69 HOT-MIX ASPHALT SURFACE REMOVAL· BUTT JOINT. 2" SQ YO 15 $25.00 $375.00 s 4,200,00 $ 8 50 s 3,570.00 s 5.00 $ 2,100.00 s 6,00 $ 2,520.00 s 16.00 s 6,720.00 s 22.00 s 9,240.00 $ 20.00 s 8,400.00 s 19.50 s 8,190.00 70 GRADING AND SHAPING DITCHES FOOT 420 $17.00 $7,140.00 .s 13.00 s S,460,00 s 10.00 s 1,380.00 s 6.00 s 1,380.00 s 5.00 s 1,150.00 s 6.00 s 1,310.00 s 6,75 s 1.552.50 $ 13.00 s 2,990.00 $ 6 00 s 1,380.00 s 6.00 s 1,380.00 71 EROSION CONTROL BLANKET (S.PEClAI.) SQ YO 230 $3.50 $BOS.OD s 3.00 s 690,00 s 6.00 s 10,000.00 s 1,000.00 s 9,000.00 $ 900,00 s 51.,840.00 s 5,184.00 s 10,000.00 s l,000.00 s 11,000.00 s l ,100.00 $ 25,000-00 s 2,500.00 s 10,000 00 s 1,000.00 s 115,000 00 s 11,500.00 72 NA11VE PLANT SEED (MIX-SPECIFIC) ACRE 0.1 $8,500.00 SSS0.00 s 10,000.00 s l ,000.00 s As Corrected (Eng Est.) S1,871,601.25 s 1,717,461.25 $ 1,848,525.10 $ 1,777,959.48 s 1,114,-00 $ 1,988,875.00 $ 1,642,817.43 $ 1,906,119.05 $ 1,tl60,180,75 $ 2,120,100.25 BID TOTAl As Read s 1,787,468.25 s 1,848,525.10 s 1,777,959.4B s 1,884,864.00 $ 1,988,875.00 s 1,642,B17.43 s 1,906,189.0S $ 1,860,180.75 $ 2,120,100.25 ===== PDF PAGE 106 ===== [Extraction: embedded PDF text] th l@CS. e n g i n e e r jn g g r o u p s e r v i c e a t t h e h i g h es t g r a d e. 762 shoreline drive suite 200 aurora, illinois 60504 MEMORANDUM TO: Dave Shah, P.E. -Assistant Director of Public Works, City of West Chicago FROM: Tomasz Tretowicz - Project Manager, Thomas Engineering Group, LLC DATE: January 27, 2026 RE: Bid Proposal Evaluation - Fenton Lane Reconstruction Project Thomas Engineering Group, LLC (TEG) prepares this memo to pre-recommend a general contracting firm for performing roadway construction for the City's Fenton Lane Reconstruction Project. The Project consists of full-depth hot-mix asphalt (HMA) roadway reconstruction, new curb and gutter construction, new sidewalk construction, driveway removal and replacement, fire hydrants relocation, new street lighting system, and miscellaneous utility structure adjustments. 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 six (9) 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 Service, Inc., 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. $1,642,817.43 1 A. Lamp Concrete Contractors, Inc. $1,777,959.48 2 M & J Asphalt Paving Company $1,787,468.25 3 Alliance Contractors Inc. $1,848,525.10 4 Maneval Construction Co., Inc. $1,888,846.00 5 Plate Construction, Inc. $1,860,180.75 6 Everlast Blacktop, Inc. $1,906,189.05 7 R. W. Dunteman Co. $1,988,875.00 8 Martam Construction, Inc. $2,120,100.25 9 ENGINEERS ESTIMATE $1,871,601.25 NA thomoJ e.nglnee~lng ===== PDF PAGE 107 ===== [Extraction: embedded PDF text] January 27, 2026 RE: Bid Proposal Evaluation - Fenton Lane Reconstmction Project Page 2 of2 Schroeder Asphalt Services, Inc. submitted a bid proposal value of $1,642,817.43, approximately 12.2% below the engineer's estimated cost of $1,871,601.25. The second lowest bid proposal, submitted by A. Lamp Concrete Contractors, Inc., was $1,777,959.48. Based on City's past project performances and outcomes, we feel confident to recommend Schroeder Asphalt Services as the general contractor for the Fenton Lane Reconstruction Project. Schroeder is registered by the Illinois Department of Transportation as a prequalified subcontractor. This information can be found on IDOT's website. Should you have any questions or need additional information, please feel free to contact me. Enclosures: Bid Tabulation with Engineer's Estimate - Fenton Lane Reconstruction Project cc: - Fenton Lane Reconstruction Project - Project File