===== PDF PAGE 108 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO ' I ' INFRAI.STRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 4, 1-~ Resolution No. 26-R-0011 - Contract Award - Plate COMMITTEE AGENDA DATE: February 5, 2026 IConstruction Inc. for the 2026 Industrial Streets COUNCIL AGENDA DATE: March 2, 2026 "IImprovement Project - Phase A- Downs Drive and Western ' I IDrive in an Amount Not to Exceed'$7,641,570.50 I I ' STAFF REVIEW: Mehul T. Patel, P.E., CFM- pirector of Public Works SIGNATURE I 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 - Downs Drive and Western Drive (Project) is located on · Downs Drive and Western Drive from Industrial Drive to Kress Road, as denoted in the enclosed location map. The scope of the project includes full-dept~ Portland cement concrete (PCC) roadway reconstruction, proposed curb and gutter, proposed sidewalk, including pedestrian access at the existing at-grade railroad crossings, driveway removal and replacement, water main replacement, new street lighting, and miscellaneous utility structure adjustments as denoted in the Project plans and specifications. The net length of roadway improvements is approximately 0.953, miles or 5,034 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 consiqeration under a separate Agenda. I I The Project was advertised for public bids in the Daily Herald and on an online bidding platform, QuestCDN,i on · January 6, 2026. Staff opened bids on January 27, 2026, and below are the bid results: • ~ BID I ' CONTRACTOR RANK SUBMITTAL AMOUNT Plate Constructiori, Inc. $7,641,570.50 1 A Lamp Concrete Contractors, Inc $7,697,909.25 2 I Acura, Inc $8,316,869.32 3 R. W. Dunteman Co. $8,379,000.00 4 John Neri Construction Co. $9,017,849.00 5 Alliance Contractors, Inc. $9, 156,969.69 6 Everlast Blacktop, Inc. $9,333,473.10 7 Martam Construction, Inc. $9,993,035.80 8 Swallow Construction Corp. $10,255,343.15 9 ENGINEER'S ESTIMATE $7,166,971.00 - ' I I ' The FY 2026 Budget includes $6,122,300.00 under Capital Projects Fund Account No. 08-34-53-4807. Plot~ , Construction Inc. of Hoffman Estates, Illinois, submitted the lowest and most qualified bid in the amount· of , $7,641,570.50, which is $474,599.50 or approximately 6.6% higher than the engineer's estimated cost ,,of ===== PDF PAGE 109 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO .---------------------- -----------------------., $7,166,971.00. Furthermore, Plote's bid is $1,519,270.50 or approximately 24.8% higher than the FY 2026 budgeted amount of $6,122,300.00. The lowest responsible bid from Plote is 24.8% higher than the budgeted amount due to the widening of Downs Drive by an additional eight feet as required by the City Code of Ordinance, Appendix B, Article X - Design Standards for industrial or business subdivisions. The widening requirement was discovered during design stages and not anticipated during the FY 2026 budgeting process. The widening of Downs Drive added approximately $383,000.00 to the project's overall requirement. In addition, actual costs for PCC pavement construction and the watermain installation were higher than originally anticipated across all the bidders. The overage of $1,519,270.50 will b~ funded through additional municipal bonds in FY 2026. To offset the overage, the Design Engineering and Construction Engineering for Phases A, B, and C will be funded through the Capital Projects Funds, instead of the municipal bonds as originally anticipated. ·The cost of design and construction engineering across Phases A, s,' and. C is estimated at $2,349,675.00 . . The City has previously contracted with Plote to perform similar work, including the 2024 Harvester Road Reconstruction Project, which was completed satisfactorily. In addition, Plote is registered with the Illinois Department of Transportation as a prequalified contractor. Staff recommends awarding the 2026 Industrial Streets: Improvement Project - Phase A - Downs Drive and Western Drive to the lowest· responsible bidder, P.lote Construction Inc., for a bid amount not to exceed $7,641,570.50. The contract award is contingent on issuance df the General Obligation bonds. ,, ACTIONS PROPOSED: Approve Resolution No. 26-R-0011 authorizing the Mayor to execute a Contract with the lowest responsible biqder, Plote Construction Inc. of Hoffman Estates, Illinois, for the 2026 Industrial Streets Improvement Project - Phase A - Downs Drive and Western Drive in an amount not to exceed $7,641,570.50. COMMITTEE RECOMMENDATION: I I ===== PDF PAGE 110 ===== [Extraction: embedded PDF text] RESOLUTION NO. 26-R-0011 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH PLOTE CONSTRUCTION INC. OF HOFFMAN ESTATES, ILLINOIS, FOR THE 2026 INDUSTRIAL STREETS IMPROVEMENT PROJECT - PHASE A - DOWNS DRIVE AND WESTERN DRIVE IN AN AMOUNT NOT TO EXCEED $7,641,570.50 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, Plote Construction Inc. of Hoffman Estates, Illinois, for the 2026 Industrial Streets Improvement Project - Phase A - Downs Drive and Western Drive for an amount not to exceed $7,641,570.50, 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 111 ===== [Extraction: OCR (rendered-page OCR)] PROJECT LOCATION MAP Industrial Streets Improvement Project — Phase A Western Drive & Downs Drive Project Length: 5,034 feet or 0.953 miles Western Dr City of West Chicago 2 = Ey Z 3 2, 3 3 Ca 4 Wegner Dr Legend: MEE Project Limits Comnwerce OF ===== PDF PAGE 112 ===== [Extraction: embedded PDF text] 030 021 ~ oir= 075 076 080 -..._ ::: ' . / ~ ·c :n::::Z'ii-Z": r , - ere ~..,.. - ·-· -«• i i 1~ . • fll'>.iir111 I _ . -. - m 088 \. ~ ~~ I I; ~ ~~HI JU~~I 081 BATAVIA 091 (It t, 113 115 118 CITY OF WEST CHICAGO ·+·• INDUSTRIAL STREETS IMPROVEMENT PROGRAM I inch= 1,000 feet MUNICIPAL BOUNDARY ++++++ ➔ RAILROAD D FOREST PRESERVE INDEX GRID D D MAP PREPARED: DECEM8£R 202~ --~,;;',;(z=2 2026 - Phase A - Project Area 2027 - Phase B - Project Area 2028 - Phase C - Project Area Propo~ed Watermain Replacement ===== PDF PAGE 113 ===== [Extraction: embedded PDF text] ► 1391 Corporate Drive I Suite 203 McHenry, IL 60050 Main 815.385.1778 + Fax 713.965.0044 HRGreen® ►HRGREEN.COM January 27, 2026 Mehul T. Patel, PE, CFM Director of Public Works City of West Chicago 475 Main Street West Chicago, Illinois 60185 RE: 2026 Industrial Streets Improvement Project - Phase A Contract Award Recommendation HR Green Job No. 2404242 Dear Mr. Patel: The City of West Chicago received nine (9) bid proposals for the 2026 Industrial Streets Improvement Project - Phase A at the bid opening on January 27, 2026. The project consists of street reconstruction, water main replacement, sidewalks, and new street lighting on Downs Drive and Western Drive. The bids ranged in price from a low bid of $7,641,570.50 submitted by Plote Construction, Inc., to a high bid of $10,255,343.15 submitted by Swallow Construction, Inc.; and represent competitive pricing for work of this nature. See the attached bid tabulation for further information. We have analyzed the bid documents and checked them for accuracy, and found Plate Construction, Inc. of Hoffman Estates, Illinois to be the lowest qualified bidder. HR Green, Inc. recommend awarding the contract to Plate Construction, Inc in the amount of $7,641,570.50. As with all unit price contracts, the final project amount will be determined after completion of the work. Please let me know if you have any questions or need any additional information. Sincerely, HR GREEN, INC. Jeffrey J. Strzalka, PE Senior Project Manager JS/ Attachment Cc: Dave Shah, PE - City of West Chicago Akram Chaudhry, PE - HR Green, Inc. HR Green~ I Building Communities. Improving Lives. ===== PDF PAGE 114 ===== [Extraction: embedded PDF text] HIIIG-•,Mc, oam.;1~7;.,i U:11 ~~gJm Dir,, 9.~2D~ IJcH~._.rll£.QOSl.lH,90,~lm1 Mulll'WA,ittr ~ .Pfln.a A 2a.£AO<• =-- JU">:-,,,0.;(lQI,: -.,~r,~..-,.....- ===== PDF PAGE 115 ===== [Extraction: embedded PDF text] ~~~~ ~ i~iiii~ ;~~g~!~~!~~~ ~~!:~:i~ i~i~;~ I I II ===== PDF PAGE 116 ===== [Extraction: embedded PDF text] HR Green, ln1:. Date: 1127126 139i Corporele Drive Suite 203 McHenry, IL 60050 HRGreen Ptoled. West Chicago Industrial Streets RoconslNc:Uon Ph8S11 A EMIIIHd JS 8id~Rer::1d 8 ENGINEER'S ESTIMATE Plota Conatruttlon AL.amp Acura, Inc. RW Duntaman Co, John Neri Con■tructlon Alliance Contractors, Inc. EverlHI Blacktop Martam Swallow Conatruttlon Job No,; 2404242- NO. OEsCAJPTION UNIT QTV Unltfl'rlee Amoul'.'_I UnU Pde• AmoUl'Lt Unit p,lce AmoUftl UnltPt5ce Amount Unlt Ptlc:t: Amount Ul\11Prlot Amount UnltPtb Amovnl Unit P1Je.e Amoun1 UnltPtica- Amount Unit Ptlc• Amount 1 TREE REMOVAL re TO 15 UNITS DIAMETEIU UNIT 163 $25.00 S4 075.00 $32.00 S5 218.00 532.00 S5 216.00 $40.00 S6 520.00 S18,SO $3 015.50 $26.00 $4 075.00 $32.00 S5 216.00 545.00 57 335.00 $41.00 56883.00 S37.00 S6 031.00 2 TREE REMOVAL (OVER 15 UNITS DIAME'lcRl UNIT 53 525.00 51,325.00 $42.00 S2.226.00 $42.00 S2 226.00 S55,00 $2915.00 S21.50 S1139.50 $30.00 S1 590.00 $42.00 S2 228.00 S48.00 $2 5'14.00 S55.00 S2 815.00 S48.00 S2 438.00 3 TREE ROOT PRUNING EACl-l 2 $250.00 $500.00 S185.00 $370.00 $150.00 $300.00 $150.00 saoo.oo S150.00 5300.00 S200.00 S400.00 $185.00 S370.00 S200.00 S400.00 $185.00 $370.00 $500.00 S1 000.00 4 EARTH EXC.AVA TION CUYD 3720 S30.00 $111 ,600.00 S51.00 S189 720.00 S55.00 $204 600.00 $25.00 $93 000.00 $76.25 S283 6S0.00 555.00 S204 600.00 S30.00 S111,600.00 $41.00 S152 520.00 S52.00 S193.440.00 S33.05 $12.2.946.00 5 REMOVAL AND DISPOSAL OF UNSUITABLE MATERLAL CUYD 1270 S30.00 $36,100.00 540.00 S50800.00 $40.00 SS0,800.00 S45.00 $57150.00 S54.00 S68.580.00 S52.00 S66,040.00 S30.00 $38,100.00 S39.00 $48530,00 S52.00 S66.040.00 S34.50 $43,81 5.00 6 TRENCH SAC.KALL OUYD 133 $45.00 55,985.00 $60.00 57980.00 $39.00 55.187.00 $60.00 $7 980.00 S1 .00 S133.00 $65.00 SB 645.00 590.00 $11 970.00 S58.00 S7 714.00 S80.00 $10,640.00 $36.50 $4 854.50 7 'TEMPORARY DITCH.C.tNo..: 2404242- ~o. DESCRIPTION UNIT QT'\' UnttP,iee Amcxln1 Unll Price Amatlnl Unh Price Alnolinl Unh Ptlce Amoun, Unll Ptic• Amouot Unit Ptlee 4rnounl UnttPrlu Amou.nt UnJt Ptlc:■ Amounl Untt Pric• A.ma11nl 1Jn .. Pdeo AmoUnl '84 LJGHT POLE ALUMINUM. 35 FT. M.H., 12 FT. MAST ARM EACH 27 $4,000.00 S108 000.00 S4,725.00 S127575.00 S4 725.00 $127 575.00 $5,585.00 $150,795.00 $4,725.00 $127,575.00 $5,400.00 $1 ◄5,800. 00 $4,725.00 S127 576.00 S6, 100.00 S137,700.00 $5330.00 S143 910.00 $5 760.00 $155 250.00 8S LIGHT POLE FOUNDATION 24" DIAMETER FOOT 270 $460.00 5124 200.00 SJS0.00 $94 500.00 $350.00 S94,SOO.OO $324.99 S87,747.JO S350.00 S94.SOD.00 5415.00 $112050.00 $350.00 S94 500,00 5385.00 $103,950.00 $391 .00 $105,570.00 $330.00 $119100.00 66 REMOVAL OF UGHTING UNIT, SALVAGE EACH 6 $1 000.00 $6,000.00 $720.00 55 760.00 $720.00 S5 760.00 S748.46 $5 987.84 5720.00 S5 760.00 S950.00 57,600.00 S720.00 SS,760.00 S790.00 $6,320.00 $630.00 S6 840.00 S800.00 S6,400.00 87 REMOVAL OF POLE FOUNOl\"'TION EACH 8 51 000,00 SB 000.00 SI 100.00 $8,800.00 $1100.00 S8.600.00 S1 038.47 SB 291.76 S1,100,00 SB 000.00 $1,400.00 $11 200.00 S1 ,100.00 $8,800.00 S1.300.00 S10,400.00 S1 300.00 $10.400.00 $1100.00 $8800.00 86 REMOVAL OF LIGHTING COl'ITROLLER EACH 1 51,000.00 s1 ,ooo.oo $700,00 $700.00 $700.00 $700.00 S1.496.95 $1 496,95 $700.00 $700.00 $1,000.00 $1 ,000.00 S700.00 S700.00 $770.00 S770.00 S800.00 $600.00 51 800.00 S1 BOO.CO 89 REMDVALOF UGHTINO CONTROLLER FOUNDATION EACH 1 51,250.00 51 2.50.00 $950.00 S950.00 $950.00 $950.00 S1,573.95 51,573.85 S950.00 $950.00 $1 2.00.00 $1 ,200.00 S950.00 $950.00 $1 100.00 $1100.00 $1130.00 $1,130.00 S1 650.00 $1 ,850.00 90 MULTI-AXIAL GEOGRID REINFORCEMENT SOYO 22. 115 54.50 599 517.50 54.75 $105 048..25 S4.15 591 777.2.5 SS.00 $110,575.00 $4.00 S88 460.00 S4.50 599,517.50 S4.00 $88,460.00 54.50 599 517.SO S7.10 S157016.50 $5.21 $115,219.15 91 TEMPORARY PATCHING SOYO 360 S45.00 518,200.00 S70.00 S25 200.00 520.00 S7 200.00 S75.00 527,000.00 560.00 521600.00 S75.00 S27,000.00 5100.00 536,000.00 S32.00 $11520.00 S18.00 S6.460.00 $81.00 S21 860.00 92 REll.0\/E AN.D REINSTALL 8.RICK PAVER SO FT 70 S45.00 $3,150.00 $18,00 $1260.00 S18.00 S1 260.00 $70.00 $4,900.00 $18.00 S1 280.00 S75.00 S5.250.00 S140.00 S9 800.00 525,00 S17SO.OO 568.00 $4,760.00 S25.00 S1,750.00 93 RELOCATE EXISTING MAILBOX EACH 10 $500.00 55000.00 5200.00 $2 000.00 5250.00 S2 500.00 SS00.00 S5 000.00 5330.00 S3 300.00 52SO.OO 52,500.00 S500.00 SS,000.00 S200.00 S2 000.00 5350.00 53 500.00 S150.00 S1,500.00 94 TRENCH BACKFILL, WA TERMAIN CUYD 3,661 S45.00 5174645.00 $40.00 S155 240.00 St.CO S3 881.00 $40.00 $155,240.00 S1.00 53,881.00 565.00 S252 2.SS.00 $90.00 S349,290.00 564.90 $251 876.90 S60.00 $232 860.00 S38.SO $141,656.50 95 EXPLORATION TRENCH. SPECIAL FOOT 200 550.00 S10 000.00 S50.00 510 000.00 510.00 52 000.00 S50.00 $10 000,00 $25.00 SS.000.00 S25.00 S5,000.00 564.00 S12 600.00 550.00 $10,000.00 $67.00 $13400.00 531.00 58,200.00 96 TEMPORARY ACCESS !COMMERCIAL ENTRANCE! EACH 36 S275.00 $9,900,00 $775.00 S27900.00 5280.00 510,080.00 $1,000.00 $36 000.00 $380.00 S13.880.00 S7SO.OO $27,000.00 S1.00 536.00 $200.00 S7 200,00 S800.00 S21,600.00 S465.00 S18,740,00 97 TEMPORARY ACCESS (R~O) EACH 5 S300.00 S1 500.00 $1 300.00 S6 500.00 $485.00 S2425.00 S2,000.00 510 000.00 $750.00 .S3.7SO.OO $2 000.00 $10,000.00 $1.00 S5.00 $200.00 S1.000.00 S1 58S.OO $7,925.00 S465.00 $2 325.00 98 WATER MAIN ENCASEMENT FOOT 228 $205.00 S46 740.00 S120.00 $27 360.00 S151.00 $34 428.00 5120.00 S27 360.00 S175.00 $39,900.00 $185.00 537,620.00 S160.00 S36480.00 S136,00 $31,008.00 S238,00 $53,808.00 5180.00 S41.040.00 99 ABANDON EXISTING WATER MAIN, fill WITH CLSM FOOT 5 231 $15.00 578,465.00 S2.00 $10.482.00 SS.00 528155.00 S2.00 S10.462.00 $7.00 $36 617.00 S12.00 562772.00 537.00 S193 547.00 S9.70 S50740.70 $6,00 $31 368.00 S10.00 552,310.00 100 WATER MAJN LINE.STOP6" EACH 1 52000.00 S:2.000.00 $4,000.00 S4 000.00 S7,000.00 S7 000.00 $4,000.00 S4 000.00 S4 661 .00 S4 661 .00 $8000.00 S8,000,00 S20474.0P $20 474,00 SB 500.00 SB 500.00 56200.00 S8 200.00 511,500.00 S11 500.00 101 WATER MAIN LINE STOP Ir EACH , S2 000.00 52 000.00 S5 000.00 $5 000.00 ST2SO.OO S7250.00 55000.00 $5 000.00 S4 881.00 $4 881 .00 $8,500.00 S8 500.00 520.474.00 $20,474.00 S9 500.00 $9 500.00 56 900.00 $6900.00 512 000.00 S12 000.00 102 WATER MAIN tlNE STOP 10" EACH 1 S2,500.00 S2 S00.00 S6000.00 56000.00 $8,000.00 $8000.00 S6.000.00 $6,000.00 S4 661.00 $4,681.00 59,800.00 S9.800.00 521.764.00 521.764.00 S11 500.00 511,500.00 $8 240.00 $6.240.00 513,250.00 513 250.00 103 WATER MAIN LINE STOP 12" EACH 1 S3,500.00 S3 500.00 $7000.00 $7 000.00 $8,500.00 $6,500.00 57,000.00 $7 000.00 S4 881 .00 $4 881.00 s10 aoo.oo $10,800.00 $29,504.00 529 504,00 $12 500.00 512 500,00 S9000.00 S9 000.00 S11,7SO.DO S11,750,00 104 WATER MAIN LINE STOP 16" EACH 1 55,000.00 S5 000.00 S-13,000.00 $13,000.00 $15000.00 $15,000.00 $13 000.00 513 000.00 S4881.00 $4 881 .00 524,800,00 $24 800,00 $42 404,00 $42404.00 S25000.00 S25 000.00 $16600.00 $18,800.00 S15,500.00 515SOO.OO 105 WATER MAIN REMOVAL FOOT 210 S50.00 S10 500.00 $5.00 S1,050.00 51.00 S210.00 SS.00 $1 050.00 $41.00 S8 610.00 $15.00 $3150.00 $66.00 $13 860.00 $40.00 SB 400.00 S18.00 S3 36D.OO S1.18 5248.90 106 PR.ESSURE CONNECTION TO EXISTING WATER MAIN a- EACH 20 S8000.00 S160 000.00 54 000.00 $60000.00 S6,000.00 5120 000.00 54 000.00 $60.000.00 55.266.00 S105.320.00 $7,600.00 5152,000.00 S7961.00 $159,820.00 $11,000.00 $220000.00 S7 460.00 S149 200.00 S8,500.00 S170,00.0.00 107 PRESSURE CONNECTION TO EXISTING WATER MAIN 10• EACH 1 $8 000.00 S8 000.00 57,250.00 S7 250.00 510150.00 S10.150.00 S7.260.00 S7.250.00 S5466.00 55,466.00 $11 300,00 511 300.00 512 238.00 S12 238.00 $13,000.00 S13.000.00 $10,920.00 $10,920.00 sa 100.00 S8 700,00 108 PRESSURE CONNECTION TO EXISTING WATER MAIN 12" EACH 3 S8000.00 $2~ 000.00 58 600.00 S25 600.00 512 S00.00 $37 500.00 $8 500.00 $25 500.00 S5616.00 $18,846.00 S13 300.00 $39,900.00 S14134.00 $42 402.00 S15 000.00 $45,000.00 $12 600.00 $38,400.00 $8,900.00 S26,700.00 109 PRESSURE CONNECTION TO EXISTING WATER MAIN 16' EACH 1 $8000.00 $6000.00 $16 000.00 $18,000.00 S2.8 000.00 526 000.00 S18000.00 $18 000.00 56 566.00 $6,566.00 528 500.00 $28 500.00 $33,607.00 533607.00 !32 000.00 $32000.00 $44660.00 $44660.00 517500.00 S17 S00.00 110 WATER SERI/ICE CONl>IECTION ISHORTI EACH 1 $3,000,00 53000.00 $1,500.00 $1,500.00 S4,900.00 54.900.00 $1,500.00 51 500.00 $4,008.00 $4,006.00 S3 000.00 SJ 000.00 $3 705.00 S3 705.00 $5 500.00 SS.500.00 55,320.00 $5,320.00 $6,750.00 S6 750.00 111 WATER SERVICE CONNECTION (LONG) EACH 1 S4 000.00 54 000.00 $2 500.00 52 500.DO $6100.00 S6 100,00 S2 500.00 $2 500.00 $5103.00 $5,103.00 SS,000.00 $5 000.00 $7 972.00 57.972..00 56,500.00 S6 500.00 56 260.00 SB 280.00 S8800.00 SB 800.00 112 CUT AND CAP EXISTING 6" WATER MAIN EACH 1 $1 500,00 51,500.00 51,000.00 $1 000.00 5450.00 $450,00 $1 000.00 S1 000.00 S1 074.00 51,074.00 51 500.00 51 50000 $1 759.00 $1 759.00 $5,500.00 S5.500.00 51 ,660.00 S1,860.00 $3600.00 $3 600.00 113 CUT AND CAP EXISTING e• WATER MAIN EACH 15 $1500.00 $22 500.00 $1100,00 516 500.00 $600.00 $9 00000 S1100.00 S16 500.00 S1 149.00 $17,235.00 51,800.00 S27 000.00 S1,8-42.00 $27 630.00 $6,500.00 597,500.00 51 ,640.00 527,800.00 S3.725.00 S55 875.00 114 CUT ANO CAP EX!STING ID" WATER MAIN EACH 1 S1 500.00 $1500.00 51,200.00 51 ,200.00 5700.00 $700.00 $1 200.00 $1,200.00 S1 174.00 S1,174.00 S2,100.00 $2100.00 $1,968.00 $1,868.00 $6,800.00 S6,600.00 52 000.00 s2.000.00 $4,000.00 $4 000.00 115 CUT ANO CAP EXISTING 12' WATER MAIN EACH 2 S2 000.00 $4,000.00 SI 300.00 52,600.00 $1 ,000.00 52.000.00 S1 300.00 S2800.00 S1 224.00 S2.448.00 53000.00 56000.00 S2 828.00 $5658,00 S7100.00 $14 200.00 52,380.00 $4:720.00 $<1100.00 $6 200,00 116 CUT AN □ CAP EXISTING 16" WATER MAIN EACH 1 $2.500.00 52,500.00 s1.soo:oo s·1.5oo.oo S1 5S0.00 $1 550.00 $1,500.00 $1 500.00 $2,280.00 $2,280.00 S4 S00.00 $4 500.00 $3438.00 $3 438.00 $8 100.00 S8.100.00 S4 460.00 $4 480.00 $5,05000 $5,050.00 117 CONNECTION TO EXISTING WATER MAIN a, EACH 1 $5 000.00 S5,000.00 $18,000.00 S16 000.00 54 500.00 S4 500.00 S16000.00 S16 000.00 $4,258.00 S4 256.00 S2.400.00 S2.400.00 S5.043.00 S5043.00 $6 950.00 58,950.00 S4 460.00 S4 480.00 514,500.00 S14 500.00 116 CONNECTION TO EJOSTING WATER MAIN 1o• EACH 1 S5 000.00 55000.00 S18 000.00 $18,000.00 $4,250.00 $4250.00 S18.000.00 518 000.00 ss 511.00 $5,531.00 $3 200.00 S3..200.00 $5 293.00 55,293.00 S9 450.00 S9.450.00 55,160,00 S5 160.00 $15 000.00 S15 000.00 119 SANITARY MANHOLE TO BE AOJIJSTED WITH NEW TYPE 1 FRAME, CLOSEO LID EACH 12 S1 000.00 S12000.00 $600.00 S9,600.00 $1 950.00 523400.00 saoo.oo $9800.00 $1.435.00 $17,220.00 S1 400.00 S16800.00 $1.707.00 $20.484.00 S1 200.00 514.400.00 $1460.00 $17 520.00 S1 175.00 S14100,00 120 REMOVE EXISTING SIGN COMPLETE EACH 4 S200.00 $600.00 5225.00 $900.00 $150.00 $600,00 5500,00 52000.00 S250.00 S1,000,00 S500.00 52000.00 5100.00 5400.00 S400.00 $1 ,600.00 S450.00 S1.800,00 $42.00 S188.00 121 MAINTENANCE OF LIGHTING SYSTEM CALMO 8 $5000.00 S40000,00 $1,100.00 se eoo.oo S1100.00 SB 800.00 51 000.00 S6000.00 $1,100.00 $6,800.00 S1 S00.00 $12 000.00 $1. 100.00 $8,800.00 $1,300.00 $10,400.00 51.330.00 510640.00 $1 200.00 $9 600.00 122. CO,.STRUCTION lAYOUT LSUM 1 $8,500.00 $8,600.00 $107,000.00 S107 000.00 S45,000.00 $45000.00 $100000.00 S100 000.00 S106.250.00 S106.250.00 572..500.00 sn.soo.oo $54,000.00 $54,000.00 $35,000.00 535,000.00 $53,000.00 $53,000.00 SS0,000,00 $50 000.00 123 TEMPORARY INFORMATION SIGNING SOFT 326 S25.00 $8,200.00 S15.00 $4.920.00 SS.00 $1640.00 S12.00 SJ 936.00 $15.00 $4,920.00 S22.00 57 216.00 $15.00 $4 920.00 S24.00 S7,872.00 S14.00 54592.00 $12.50 $4100.00 124 RAILROAD TRACK REMOVAL FOOT 30 5150.00 $4,500.00 595.00 S2 850.00 S46.00 $1 380.00 S1SO.OO 5"' 500,00 $275.00 S8,2SO,OO S100.00 $3000.00 S100.00 SJ 000,00 5100.00 $3,000.00 S180.00 S5.400.00 $63.00 $1890.00 125 RAILROAD PROTECTIVE LIABILITY INSURANCE L SUM 1 SS.000.00 55000.00 S12500.00 $12500.00 $7,150.00 $7 150.00 $25,000.00 $25000.00 $7 000.00 $7000.00 SS000.00 S5 000.00 SS00.00 $500.00 $20 000.00 520,000.00 $6500.00 S6 500.00 $150 000,00 $150 000.00 126 STORM SEWER. TYPE 2 WATER l,IAIN QUALtlY PIPE. 12" FOOT 55 S200.00 511 ,000.00 St60.00 $8,600.00 S109,00 S5995.00 S160.00 $6 800.00 $139.00 $7,645.00 S135.00 $7 425.00 5117.00 S6 435.00 S175.00 S9,625.00 5191,00 $10,505.00 5160.00 $9 900.00 127 STABILIZED CONSTRUCTION ENTRANCE sayo 880 $7.00 56160.00 $5.00 $4400.00 51.00 $880.00 $40.00 $35,200.00 S17.50 515 400.00 525.00 $22 000.00 $10.00 S8800.00 535.00 530,800.00 S23.00 $20 240.00 51.00 $880,00 128 lREE PRUNING i1 TO 10 INCH OIAMETERl EACH 2 $500.00 $1 000.00 $100.00 5200.00 51 10.00 S220.00 $500.00 $1 000,00 550,00 $100.00 $150.00 S300.00 $100.00 $200.00 S1.00 $2.00 S300.00 S600,00 $7SO.OO $1,500.00 129 EL.ECTIC SERI/ICE INSTALLATION AND CONNECTION EACH 2 S10 000.00 S20000.00 S6900.00 $13 800,00 $6,900.00 $13800.00 S14 725.63 $29,451.26 $6,900.00 $13,600.00 SB 400.00 S16 600.00 56,900.00 $13,600.00 57,700.00 515,400.00 $7,600.00 S15200.00 S17 500.00 $35000.00 130 MAILBOX POST EACH 1 $500.00 5500.00 $516.00 5516.00 $150.00 S150.00 $1 ,000.00 $1 ,000.00 5380.00 S380.00 5500.00 S500.00 S500.00 S500.00 5200.00 S200.00 $260.00 $260.00 S350.00 5350.00 131 STEEL CASING PIPE AUGIJKD 20" FOOT 120 $2,500.00 5300000,00 5600.00 S72.000.00 S887.00 S104,040,00 $600.00 572 000.00 $787.00 S94,440.00 $625.00 S99 000.00 $1 313.00 S167 560.00 S729.50 S87.540.00 5746.00 5$9,520.00 $2 750,00 S330000.00 132 INLETS ADJUSTED WITH NEW FRAME AND GRATE EACH 3 Sl,000.00 $3 000.00 5800.00 $2400.00 S1 800.00 $5 400,00 $800.00 $2 400.00 Sl,096,00 53288.00 $750.00 $2 250.00 51 284.00 $3 652.00 $800.00 S2.400.00 S1120.00 S3 360.00 $1 550.00 S4 6SO.OO 133 MANHOLES ADJUSTED WITH NEW FRAME ANO GRATE EACH 1 S1 000.00 S1 000,00 S800.00 S800.00 $1,600.00 $1600.00 $800.00 $600.00 $1 095.00 S1 095.00 59()0.00 S900.00 $1 419.00 S1 419.00 S800.00 5600.00 51120.00 51120.00 s, 200.00 $1 200.00 134 OUPAGE COUNTY HIGHWAY PERMIT FEE LSUM 1 550 000.00 sso 000.00 550000.00 $50,000.00 550,000.00 $50 000.00 550000.00 550,000.00 SS0,000.00 S50,dob,oo S50 000.00 S50 000.00 S50000.00 SSO 000.00 S25,000.00 525,000.00 SSO,D00.00 $50,000.00 $50000.00 $50000.00 135 WASHOIJT BASIN lSUM 1 $2,500.00 S2.S00.00 517000,00 $17 000.00 SS.000.00 $5 000.00 $7,500.00 $7,500.00 SS,000.00 SS,000.00 $15 000.00 $15000.00 $2 500.00 $2500,00 S2,500.00 S2.500.00 S4 500.00 $4 SOD.OD 51'0000,00 S10 000,00 1(16 RECOR □ DRAWINGS LSUM 1 $5,000.00 ss 000,00 53 500.00 $3500.00 S9.000.00 S9 000.00 510000.00 $10 000.00 $16,500.00 S16,500.00 S21 300.00 S21 300.00 S1.00 $1.00 $40,000.00 S40.000.00 $11 000.00 $11 000.00 $5 000.00 $5,000.00 137 TRAFFIC CONTROL & PROTECTION LSUM 1 $150,000.00 5150 000.00 $46000.00 $46 000.00 $748 900.00 $748 900.00 S161 000.00 $161,000.00 $208,561.95 $208 561.85 $165,750.00 $165 750.00 $160.634.94 $160,634.94 $770,716.00 $770.716.00 5690 000.00 S690000.00 S750 000.00 $750,000.00 138 RAJLFlOAI) FlAGGER LSUM , $50 000.00 $50,000.00 S20000.00 S20.000.00 $9 000.00 $9 000.00 $30,000.00 530,000.00 $5,000.00 S5,000.00 S7.500.00 S7 S00.00 $1.00 S1 .00 S40,00D.OO $40,000.00 $26,000.00 S26,000.00 S14 000.00 $14,000.00 139 PARKWAY RES.TORA TION SQYO 13,100 S16.00 S209.600,00 56.25 $61 875.00 S5.00 $65,SO0.OO $11.50 $1 506SO.OO 56.25 S81.875.00 $6.25 S81 ,875.00 $2,50 S327SO.OO $7.00 S91 ,700.00 57.50 598 250.00 $12.94 S169,514,00 140 TEMPORARY PAVEMENT SOYD 1400 S70.00 S98,000.00 $52.50 573 500.00 S15.00 521000.00 S72.00 5100,600,00 $54.50 $76,300.00 $62..00 S66!l00.00 $70.50 S98 700.00 $56.00 $78,400.00 516.00 522 .◄00.00 $100.00 $140,000.00 141 AGGREGATE BASE COURSE REMOVAL a. REPlACEMENT 12' SOVD 4 253 S25.00 511l6325.00 $29.00 $123 337,00 s,o.oo $42. 530.00 $30.00 $127,590.00 S9.00 $38,277.00 $26.00 $110,578.00 $20.00 585 060.00 $32.00 5136,096.00 52700 $114 831 .00 519.25 sa1 s10.25 142 CAlCH BASINS TO BE ADJUSTED WITH NEW TYPE 1'1 FRAME AND GRATE EACH 1 S1 000.00 $1 000.00 $800.00 $600.00 S1,800.00 $1 800.00 S800.00 5800.00 51,195.00 S1, 195.00 S1150.00 $1 150.00 S1.202.00 S1.202.00 S900.00 S900.00 $1,550.00 $1 ,550.00 $400.00 $400.00 143 MANHOLES. lYPE A. 4'•DIAMETER TYPE 11 FRAME & ORATE EACH 1 54,000.00 54,000,00 S3,000.00 S3 000,00 $5,200.00 55,200.00 56,000.00 S6,000.00 $4,913.00 $4,913.00 ss.200.00 S5.200.00 $6.416,00 56,418.00 S4 100.00 $4,100.00 56,460.00 $6,460.00 $4 250.00 $4 250,00 144 MANHOLES. TYPE A 5'.0IAMETER TYPE 1 FRAME OPEN LID EACH 1 S5,000.00 S5,000.00 57.600.00 $7600.00 $7 600.00 S7.600.00 S7600.00 57 600,00 SS,307.00 $5,307.00 S7 250.00 57 250.00 S9 559.00 S9 559.00 SS 100.00 55,100.00 56 380,00 56380.00 S6250,00 S6 250.00 145 MANHOLES. TYPE A. S'·DIAMETER TYPE 11 FRAME& GRATE EACH 1 $5,000.00 SS:000.00 $7,631 .00 $7 631,00 $7 800,00 S7 800.00 $7,631.00 $7 631.00 SS.467.00 S5,467.00 S7,500.00 $7,500.00 S9.817.00 $9,817.00 S5. 100.00 $5,100.00 $6880.00 $6,880.00 56300.00 56300.00 146 MANl!OLES. TYPE A .. 6'.0IAMETEJl, TYPE 11 FRAME 6 ORATE EACH 3 $6 000.00 $18,000.00 $10,000.00 S30 000.00 $1 0,125.00 $30 375.00 S10 000.00 $30 000.00 56 257.00 S24,771.00 S8,750.00 $26..250.00 $18 863.00 SS0.589.00 58,000.00 S24 000.00 $9 920.00 529,760.00 59,500.00 $28 500.00 147 CATCH BASINS, TYPE A. 4'•DIAMETER. TYPE 11 FRAME AND GRATE EACH 3 $4 000.00 s12.000.00 $5,000.00 515000.00 $5,325.00 $15975.00 $5,000.00 $15000.00 54,910.00 514,730.00 $5,600.00 $16,800.00 S6.416.00 S19 248.00 S4 100.00 $12,300.00 56 460.00 $19,380.00 SS,750.00 $17250.00 148 CONNECTION TO EXISTING SEWER EACH 12 $500.00 $6,000.00 S750.00 $9000.00 S1300.00 S15600.00 S750.00 59 000.00 S250.00 $3,000.00 5600.00 $7 200.00 S1.497.00 S17,984.00 S1 800.00 $21,600.00 $1100.00 $13,200.00 $3,500.00 S42 000.00 149 TEMPORARY SHORING LSUM 1 $15 000.00 515000.00 $2,500.00 S2,500.00 s15.000.00 $15 000.00 52.500.00 52 500.00 522. 000.00 S22.000.00 S15,000.00 $15,000.00 $77.400.00 $77,400.00 $16,000.00 $18,000.00 515 000.00 S15000.00 525,000,00 $25,000.00 150 TRACK ANO GROUND MONITORING LSUM 1 s10.000.00 510,000.00 529.000.00 S29.000,00 $13,500.00 513,500.00 $40,000,00 540,000.00 S14,000.00 514,000.00 s21 .ooo.oo 521 ,000.00 S67.080.00 $67,080.00 S25,000.00 S25,000.00 $150,000.00 $1S0,000.00 SS-7,500.00 $57,500.00 Total= $7,158,971.00 $7,641 670,50 S7.697.909..25 $8,316,669.32 S8,379,000.00 As4ead SB,999,649.00 S9.156.989.69 As-read $9,333,472.74 $9,993,035.00 $10,255,343.15 ColTIICted $9,017,849.00 Corrected $9,333,473 10 LOW BIDDER \\CITY_FS\u&er&\CityHall\Public Works\2025 Projachi & Program&\lndu&lrial Slrl!!lels Improvement- Phasa A (Western & Oown1)\Bidding\Bid Tabulalion & Evalualion\bldlab-20260127-lnduslrialStreetsPhaseA