===== PDF PAGE 29 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: Lf.C, Resolution No. 25-R-0024 - Contract Award - Brothers Asphalt Paving, Inc. for the 2025 Roadway Rehabilitation COMMITTEE AGENDA DATE: March 6, 2025 COUNCIL AGENDA DATE: March 17, 2025Project in an Amount Not to Exceed $1,402,603.79. STAFF REVIEW: Mehul T. Patel, P.E., CFM- Director of Public Works SIGNATURE APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE - ITEM SUMMARY: The 2025 Roadway Rehabilitation Project (Project) includes resurfacing approximately 3.32 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 shown on the project bid documents. The request for bids was advertised in the Daily Herald and on an online bidding platform, QuestCDN, on February 4, 2025. Staff opened bids on February 25, 2025, and below are the bid results: BID SUBMITTAL CONTRACTOR RANK AMOUNT Brothers Asphalt Pavinq, Inc. $1,402,603.79 1 Schroeder Asphalt Services, Inc. $1,431,658.63* 2 Plote Construction, Inc. $1,434,159.43 3 Everlast Blacktop, Inc. $1 ,508,037,83 4 Geneva Construction Companv, Inc. $1,514,862.59* 5 A Lamp Concrete Contractors, Inc. $1,562,989.02 6 M&J Asphalt Paving, Inc. $1,670,476.18 7 ENGINEER'S EST/MA TE $1,681,880.40 NIA Brothers Asphalt Paving, Inc. (BAP) of Addison, Illinois, submitted a bid proposal value of $1,402,603.79, which is approximately 16.6% lower than the engineer's estimated cost of $1,681,880.40. The FY 2025 budget includes $1,092,500.00 in the State Motor Fuel Tax (MFT) and $561,600.00 in the Local MFT from MFT Fund Account No. 16-34-58-4807 and $29,000.00 in Sewer Fund Account No. 05-34-43-4806 for the 2025 Roadway Rehabilitation Project. BAP's bid proposal value of $1,402,603.79 is $280,496.21 or 16.6% under the project budgeted amount of $1,683,100.00. The City has previously contracted with BAP to perform similar work, including various roadway rehabilitation projects throughout the City, including the 2023 Roadway Rehabilitation Project. The project was completed satisfactorily. In addition, BAP is registered by the Illinois Department of Transportation as a prequalified contractor. Staff recommends awarding the 2025 Roadway Rehabilitation Project to the lowest responsible bidder, BAP for a bid amount not to exceed $1,402,603.79. ===== PDF PAGE 30 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO ACTIONS PROPOSED: Approve Resolution No. 25-R-0024 authorizing the Mayor to execute a Contract with the lowest responsible bidder, Brothers Asphalt Paving, Inc. (BAP) of Addison, Illinois, for the 2025 Roadway Rehabilitation Project in an amount not to exceed $1,402,603.79. COMMITTEE RECOMMENDATION: ===== PDF PAGE 31 ===== [Extraction: embedded PDF text] RESOLUTION NO. 25-R-0024 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH BROTHER'S ASPHALT PAVING, INC. OF ADDISON, ILLINOIS, FOR THE 2025 ROADWAY REHABILITATION PROJECT IN AN AMOUNT NOT TO EXCEED $1,402,603.79 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, Brothers Asphalt Paving, Inc., for the 2025 Roadway Rehabilitation Project in an Amount Not to Exceed $1,402,603.79, in substantially the form attached hereto and incorporated herein as Exhibit "A". APPROVED this 17th day of March 2025. AYES: NAYES: ABSTAIN: ABSENT: Ruben Pineda, Mayor ATTEST: Valeria Perez, Executive Office Manager ===== PDF PAGE 32 ===== [Extraction: OCR (rendered-page OCR)] i oY G Cornerstone Lakes’ \ HH) ew Neighborhood 5 ‘y J 028 030 F 023 Roadway Locations No. Street Beginning Ending a 1 Andrus Or. Davenport Or.__| Bainbridge Bivd. 555 J - 2_| Bainbridge sivd. | Blanchard in. Lehman Or. 3 Havens Dr. Blanchard Ln. “Cul-de-sac” S) 4 Wyeth Or. Bainbridge Bivd. Bivd. s Culver in. Adaliain. Camden Or. y 6 Camden Dr. Adelia tn. Lehman Or. Of Poe Forest Trails [—F ii Neighborhood 2 fe i Pry - fi { o A \ i Ey} 4 | 080 | am ¥ = - = 054 056 ons s eas q Hi a ae Ui |_ st ! & y 067 oo} 003) 064 bets IS rena mnn tore seme Roadway Locations = = 1 Wo. Steet Beginning Ending i a J 7 Tritium Tr. Spring Cress in. Wild Ginger Lo. 8 | _WildGingertn. | Hawthorne Ln. Telltum Tr = ine we 9 | Spring Cress in. ‘Trillium Tr. Aster in. on o73 10 Aster Ln. Wild Gingertn. | _ Spring Cress Ln. Aa i) 11 Cranesbill Ln. Trillium Tr. Asterin. — 12 | Columbine tn. Trillium Tr. Aster in. L— I el ; = ———— SS 1 i ont 082 083 84 oe bess head ; : 5 ' y BATAVIA i a 093 004 a‘ { ii 1 —— i : {aaa i nie ) 120 q a { an i i D . CITY OF WEST CHICAGO 2025 ROADWAY REHABILITATION PROJECT 1 inch = 1,000 feet “JY MUNICIPAL BOUNDARY +++++ RAILROAD ‘ 128 is [ FOREST PRESERVE INDEX GRID MAP PREPARED BY: ADAUNISTRATIVE 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 TILE CITY OF WEST CHICAGO, ADMINISTRATIVE SERVICES DIVISION wees 2025 Roadway Rehabilitation Project Areas 415 MAIN STREET, WEST CHICAGO, TL 60185 PHONE: (690) 293-2200 Cenet Htew 9000 DOMAIN FUL ===== PDF PAGE 33 ===== [Extraction: embedded PDF text] th@'1)(]S. e n g i 11 e e r i n g_ ~ g_ r o u p s e r v i c e a t th e h I g h est g r a d e 8 762 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: February 25, 2025 RE: Bid Proposal Evaluation - 2025 Roadway Rehabilitation Project Thomas Engineering Group, LLC (TEG) prepares this memo to pre-recommend a general contracting firm for performing roadway construction for the 2025 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, February 25, 2025, 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 value~ _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, Brothers Asphalt Paving, Inc. (Brothers Asphalt), from Addison, IL, submitted the lowest overall base-bid cost proposal. Below is a table depicting the bid results: CONTRACTOR BASE BID OVERALL SUBMITTAL RANK AMOUNT Brothers Asphalt Paving, Inc. $1,402,603.79 1 Schroeder Asphalt Services, Inc. $1,431,658.63* 2 Plote Construction, Inc. $1,434,159.43 3 Everlast Blacktop, Inc. $1,508,037.83 4 Geneva Construction Company, Inc. $1,514,862.59* 5 A Lamp Concrete Contractors, Inc. $1,562,989.02 6 M&J Asphalt Paving, Inc. $1,670,476.18 7 ENGINEERS ESTIMATE $1,681,880.40 NA * Corrected Bid Total rft •· 11he1t 9ra d • • ===== PDF PAGE 34 ===== [Extraction: embedded PDF text] February 25, 2025 RE: Bid Proposal Evaluation - 2025 Roadway Rehabilitation Project Page 2 of2 Brothers Asphalt submitted a base bid proposal value of $1,402,603.79, approximately 16.6% lower than the engineer's estimated cost of $1,681,880.40. The second lowest bid proposal, submitted by Schroeder Asphalt Services, Inc., was $1,431,658.63 - as corrected. The City has previously contracted Brothers Asphalt to perform similar work. They were awarded the City's: 2023 Roadway Rehabilitation Project; Stockberry Ln., Grove Ave., and Ingalton Hill Estates Area Resurfacing Project (2022); 2017 Meadow Wood Subdivision Resurfacing Project and City's 2004 Street Resurfacing Project, all which were performed satisfactorily. Brothers Asphalt is registered by the Illinois Department of Transportation as a pre-qualified contractor. This information can be found on IDOT's website at: https:l/idot.illinois.gov >highways> prequal-lists >Preqlist Therefore, TEG hereby recommends that the project's contract for the 2025 Roadway Rehabilitation Project be awarded to the lowest responsible bidder, Brothers Asphalt Paving, Inc., for a base-bid contract amount not to exceed $1,683,100.00. Should you have any questions or need additional information, please feel free to contact me. Enclosures: Engineer's Estimate with Bid Tabulation-2025 Roadway Rehabilitation Project cc: - 2025 Roadway Rehabilitation Project - Project File ===== PDF PAGE 35 ===== [Extraction: embedded PDF text] BID TABULATION Brothers Asphalt Paving, Inc. Schroeder Asphalt Services, Inc. Plote Construction Inc. Everlast Blacktop, Inc. Geneva Construction Co. A Lamp Concrete Contractors, Inc. M & J Asphalt Paving Company, Inc. 2025 ROADWAY REHABILITATION PROJECT CITY OF WEST CHICAGO 315 5. Stewart Avenue PO Box 831 1100 Brandt Drive 7NS40 IL Route 25 P.O. Box 998 1900 Wright Blvd. 3124 5. 60th Ct. SECTION NO.: 25-00001>-01-GM (MFT) ENG, ESTIMATE Bid Opening: February 25, 2025 @ 11:00 A.M. Addison, IL 60101 Huntley, IL 60142 Hoffman Estates, IL 60192 Elgin, IL 60120 Aurora, IL 60507 Schaumburg, IL 60193 Cicero, IL 60804 ITEM ESTIMATED BASE BID ITEM DESCRIPTION UNIT EST. UNIT PRICE EST. BID TOTAL BIO 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 NO. QUANTITY 1 TREE ROOT PRUNING EACH 30 $99.22 $2,976.60 s 93.60 s 2,808.00 s 115.00 s 3,450.00 s 110.00 s 3,300.00 s 220.00 s 6,600.00 $ 90.00 s 2,700.00 $ 50.00 $ 1,500.00 $ 98.10 s 2,943.00 2 EARTH EXCAVATION CU YD 40 $27.12 ~ 84.80 $ 50.00 s 2,000.00 s 25.00 s 1,000.00 $ 50.00 s 2,000.00 s 40,00 $ 1,600.00 s 80,00 $ 3.200.00 s 50.00 s 2,000.00 $ 7R R~ $ 3,154.00 250,00 s 78,10 s 3,905.00 3 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CUYD so $38,11 $1,905.50 s SD.DD s 2,500.00 $ 1.00 s SD.DD s BS.DD s 4,250.00 s 40.00 $ 2,000.DD s BO.DD s 4,000.00 s 5.00 s 4 POROUS GRANULAR EMBANKMENT CU YD SD $38.11 $1,905.50 s 50.00 $ 2,500.00 s 1.00 s SD.OD s 100.00 s 5,000.00 $ 48.00 s 2,400,00 s 85,00 $ 4,250.00 $ 5.00 s 250.00 s 111.55 $ 5,577.50 5 INLET FILTERS EACH 115 $218.67 $25,147.05 s 135,62 s 15,596.30 $ 145.00 $ 16,675.00 $ 135.00 s 15,525,DD s 10.00 $ 1,150.00 $ 130.40 $ 14,996.00 s 15.00 s 1,725.00 $ 201.65 $ 23,189 .75 6 AGGREGATE BASE COURSE, TYPE B 2" SQYD 208 $6.23 $1,295.84 $ 1.04 $ 216.32 s 2.50 $ 520.00 s 8.00 s 1,664.00 $ 4.40 s 915.20 s 3.00 s 624.00 s 1.00 $ 208.00 s 3.00 s 624.00 7 AGGREGATE BASE COURSE, TYPE B 4" SQYD 877 $5,56 $4,876.12 s 1.04 s 912,08 s 2.75 s 2,411.75 s 6.00 s 5, 262.00 s 6.12 s 5,367 .24 $ 6.00 s 5,262.00 $ 1,00 $ 877.DD $ 8.45 $ 7,410.65 $ 7.75 s 6,045.00 8 AGGREGATE BASE COURSE, TYPE B 6" SQYD 780 $7.66 $5,974.80 s 5.20 $ 4,056,0D $ 3.30 $ 2,574.00 $ 8.00 s 6,240.00 $ 8,75 $ 6,825,0D s 8.00 s 6,240.00 $ 1.00 s 780.00 9 BITUMINOUS MATERIALS (TACK COAT) POUND 42,343 $0,05 $2,117.15 $ 0.10 $ 4,234.30 s 0.01 s 423.43 $ 0.01 $ 423.43 s 0.01 s 423.43 $ 0.01 s 423.43 s 0.01 s 423.43 s 0.01 s 423.43 10 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 28 $250.63 $7,017.64 $ 300.00 s 8,400.00 s 225.DD s 6,300.00 s 100.00 s 2,800.00 s 120.00 $ 3,360.00 $ 330,00 s 9,240.00 s 100,00 $ 2,800.00 $ 0.01 s 0.28 11 HOT-MIX ASPHALT SURFACE REMOVAL· BUTT JOINT SQ YD 285 $12.70 $3,619.50 $ 6.00 s 1,710.00 $ 5.00 s 1,425.00 s 10.00 s 2,850.00 s 29,00 s 8,265.00 $ 20.00 s 5.700.D0 $ 18.00 s 5,130.00 s 4.00 s 1,140.00 12 TEMPORARY RAMP SQ VD 285 $12.02 $3,425.70 s 1.00 s 285.00 s 10.00 $ 2,850.00 $ 15.00 $ 4,275.00 s 36.00 s 10,260.00 $ 14.50 $ 4,132.50 s 15.00 $ 4,275.00 $ 23 ,10 $ 6,583.50 $ 250,380,00 s 108.00 s 252,720.00 $ 116,00 $ 271,440.00 $ 102.40 s 239,616.00 13 POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-4.75, NSD TON 2,340 $125.00 $292,500,00 $ 105.00 $ 245,700.00 $ 108,00 s 252,720.00 s 106.00 s 248,040.00 $ 107.00 14 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5. MIX "D", NSO (1,5") TON 4,680 $95.00 $444,600.00 s 85.00 s 397,800.00 s 87.00 $ 407,160.00 $ 77.00 $ 360,360.00 s 83.21 s 389,422.80 $ 81.00 $ 379,080.00 s 90,00 s 421,200.00 $ 91.35 $ 427,518.00 18,740.80 15 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQYD 208 $115.00 $23,920.00 $ 72.80 s 15,142.40 $ 80.00 $ 16,640.00 $ 92.00 s 19,136.00 s 108.00 $ 22,464.00 s 90.00 $ 18,720.00 s 108.00 $ 22,464.00 $ 90.10 s 16 PORTLAND CEMENT CONCRETE SIDEWALK 5 [TO 6 INCH, SPECIAL) SQFT 12,000 $12.23 $146,760.00 s 13.00 $ 156,000.00 s 9.80 s 117 600.00 s 9.50 $ 114 000.00 s 10.00 $ 120,000,00 $ 9.00 $ 108,000.00 $ 10.00 $ 120,000.00 s 8.30 $ 99,600.00 17 DETECTABLE WARNINGS SQFT 560 $44.B4 $25,110.40 s 31,20 $ 17,472.00 s 36.30 s 20,328.00 $ 35,00 $ 19,600.00 $ SO.OD $ 28,000,DD $ 33.00 s 18,480,00 s 25.00 $ 14,000.00 $ 32.95 $ 18,452.00 18 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQVD 55,715 $3.08 $171,490.77 $ 1.85 $ 103,072.75 $ 1.85 $ 103 072.75 s 2.40 $ 133,716.00 $ 2.54 s 141,516.10 s 2.35 s 130,930.25 $ 1.75 $ 97,501.25 $ 3.95 $ 220,074.25 23,400.00 $ 9.80 44,100.00 s 9.50 s 42,750.00 s 6.00 s 27,000.00 $ 9,00 $ 40,500.00 s 7.00 s 31,500.00 $ 11.95 $ 53,775.00 19 COMBINATION CURB AND GUTTER REMOVAL FOOT 4,500 $6.52 $29,340.00 s 5.20 s s 29,025.00 $ 1.80 $ 23,220.00 s 2.00 s 25,800.00 $ 1.30 s 16,770.00 s 2,20 s 28,380.00 2D SIDEWALK REMOVAL SQFT 12,900 $2.33 $30,057.00 s 1.04 $ 13,416.00 $ 2.20 $ 28 380.00 $ 2.25 s 4,000.00 s 55.05 $ 5,505.00 21 CLASS D PATCHES, TYPE I, 6 INCH SQYD 100 $45.66 $4,566.33 $ 35.00 $ 3,500.00 $ 58.00 $ 5,800.00 $ SO.DO s 5,000.00 s 40.00 s 4,000.00 s 80.00 $ 8,000.00 $ 40.00 s 22 CLASS D PATCHES, TYPE II, 6 INCH SQYD 250 $43.26 S10,815.00 s 35.00 $ 8,750.00 s 55.00 $ 13,750.00 s 49.00 $ _.. 12,250.00 s 40.00 $ 10,000.00 $ 65.00 s 16,250.00 s 40.00 $ 10,000.00 $ 54.40 s 13,600.00 23 CLASS D PATCHES, TYPE 111, 6 INCH SQYD 400 $41.54 $16,617.33 $ 35,00 $ 14,000.00 s SO.OD $ 20,000.00 s 48,00. 19 200.00 s 40.00 s 16,000.DD $ 62.00 $ 24,800.00 $ 40.00 s 16,000,DD s 54.65 s 21.860,DD 24 CLASS D PATCHES, TYPE IV, 6 INCH SQYD 446 $40.86 $18,222.07 $ 35.00 s 15,610.00 $ SO.OD s 22,300.00 s ~ ~ 20,962.00 $ 37.00 s 16,502.00 $ 58.00 s 25,868.00 s 40,00 s 17,840.00 s 54.45 s 24,284.70 25 CONCRETE COLLAR (STORM SEWER), 12" OR LESS CU VD 4.5 $425.DD $1,912.50 s 641.68 $ 2,887.56 s 440.00 $ 1980.00 $ 0.00 --$ '2 790.00 s 1 000.0D $ 4,500.00 s 616.90 s 2,776.05 $ 10.00 $ 45.00 s 981,00 s 4,414.50 26 STORM SEWERS (RCP) CLASS A, TYPE 2 12" (OR LESS) FOOT 60 $203.79 $12,227.40 $ 117.10 s 7,026.00 s 124.00 $ 7,440.00 'I .sdl' $ W ,900.00 s 124.00 $ 7,440.00 $ 112.60 $ 6,756.00 s SO.OD s 3,000.00 $ 147.15 $ 8,829.00 iaon $ 1425,00 $ 400.00 $ 2,000.00 s 283.90 $ 1,419.50 $ 300.00 $ 1,500.00 $ 201.65 s 1,008.25 27 DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED EACH 5 $462.52 $2,312.60 s 295.36 $ 1,476.80 $ 310.00 s 1550.00 -2 CATCH BASINS, TYPE A, 4'-DIAMETER, (REMOVAL AND REPLACEMENT) 28 2,520.00 s 4,100.00 $ 4,100.00 $ 2,511.80 $ 2,511.80 $ 3,000.00 $ 3,000.00 $ 5,646.20 $ 5,646.20 EACH 1 $6,400.00 $6,400.00 s 2,612.48 $ 2,612.48 $ 2,750.00 $ ~o 1~:1--- $ TYPE 11 FRAME AND GRATE · INLETS, (REMOVAL AND REPLACEMENT) TYPE A, TYPE 11 FRAME AND 29 EACH 1 $3,500.00 $3,500.00 s 2,306.30 $ 2,306.30 s 2 45n...,. .,.._, .:o:a!II 2,220.00 s 2,220.00 $ 2,950.00 $ 2,950.00 $ 2,217.60 s 2,217.60 $ 2,000.00 $ 2,000.00 $ 4,016.65 $ 4,016.65 GRATE ...... 30 MANHOLES TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE EACH 1 $1,610.00 $1,610.00 $ 1,025.00 $ 1,025.00 $ 1,185.~ ~ J 1,1loo $ 1,000.00 $ 1,000.00 s 650.00 $ 650.00 $ 985.50 s 985.50 $ 800.00 $ 800.00 $ 1,400.65 $ 1,400.65 ~· MANHOLES TO BE ADJUSTED WITH NEW TYPE 24 FRAME AND GRATE EACH 1 $1,420.00 $1,420.00 $ 1,377.58 $ 1,377.58 $ 1,500.00 31 1,325.00 $ 740.00 $ 740.00 $ 1,324.60 s 1,324.60 $ 800.00 s 800.00 s 1,400.65 $ 1,400.65 1,500.00 $ 1,325.00 s [SPECIAL) r 750,00 s 752,10 $ 752.10 32 VALVE VAULTS TO BE ADJUSTED EACH 1 $1,000.00 $1,000.DD $ 608.50 $ 608.50 $ 625.00 $ 625.00 s 600.00 $ 600.00 s 650.00 s 650.00 $ 585.10 $ 585.10 $ 750.00 s 33 FRAMES AND GRATES TO BE ADJUSTED (TYPE 11) EACH 25 $5B8,9D $14,722.50 $ 557.00 s 13,925.00 $ 585.00 s 14 625.00 $ 540.00 $ 13 500.00 s 650.00 $ 16,2SO.OO $ 535.60 s 13,390.00 s 750.00 s 18,750.00 s 741.20 s 18,530.00 750.00 s 490.SO s 490.50 34 FRAMES AND LIDS TO BE ADJUSTED (TYPE 1) EACH 1 $965.33 $965.33 $ 563.68 $ 563.68 $ 590.00 s 590.00 s 545.00 s 545.00 s 650.00 $ 650.00 s 541.04 s 541.04 $ 750.00 $ 35 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 4,500 $3B.75 $174,375 .00 $ 39.27 $ 176,715.00 s 36.00 '$ 162 000.00 s 34.00 $ 153 000.00 $ 38.00 s 171,000.00 $ 34.50 $ 155,250.00 s 40.00 $ 180,000.00 $ 38.00 $ 171,000.00 50,000,00 s 61,724.16 $ 61,724.16 s 90,500.00 s 90,500.00 $ 93,000.00 $ 93,000.00 s 80,000.00 s 80,000.00 36 MOBILIZATION LSUM 1 $25,000.00 $25,000.00 s 13,000.00 s 13,000.00 $ 3,500.00 $ 3,500.00 s 50,000.00 s 37 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 2,172 $4.05 $8,796.60 $ 1.78 $ 3,866.16 s 2.20 s 4 778.40 s 2.00 s 4 344.00 s 3.30 s 7,167.60 $ 1.55 $ 3,366.60 $ 1.72 s 3,735.84 $ 2.45 $ 5,321.40 38 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 302 $11 .67 $3,524.34 s 6.00 s 1,812.00 $ 7.15 s 2,159.30 $ 6.50 $ 1,963.00 $ 11.50 $ 3,473 .00 $ 6.50 s 1,963.00 s 5.75 $ 1,736.50 $ 5.20 s 1,570.40 39 WASHOUT BASIN LSUM 1 $1,370.25 $1,370.25 s 520.00 $ 520.00 $ 1,080.00 s 1,080.00 s 1,000.00 s 1,000.DD $ 1,800.00 s 1,800.00 s 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000,00 s 2,943.00 $ 2,943.00 40 REMOVE AND REINSTALL BRICK PAVER SQFT 80 $16.04 $1,283.20 s 26.00 s 2,080,00 s 19.00 $ 1,520.00 $ 16.00 s 1,280.00 s 20.00 $ 1,600.00 $ 25.00 $ 2,000.00 s 20.00 s 1,600.00 $ 27.25 s 2,lB0.00 41 TRENCH BACKFILL (SPECIAL) CUYD 150 $31.00 $4,650.00 s 56.57 $ 8,485.50 s 60.00 s 9,000.00 s 55.00 s 8,250.00 s 69.00 $ 10,350.00 s 54.40 $ 8,160.00 $ 1.00 s 150.00 s 51.25 s 7,687.50 42 EXPLORATION TRENCH (SPECIAL) FOOT 20 $42.67 $853.40 $ 24.00 s 480.00 s 25.00 s 500.00 $ 23.00 $ 460.00 s 60.00 s 1,200.00 $ 23.DD $ 460.00 s 1.00 s 20.00 $ 87.20 $ 1,744.00 43 STORM SEWER REMOVAL (UP TO 12" DIAMETER) FOOT 60 $34.16 $2,049.60 s 110.24 s 6,614.40 $ 20.00 $ 1,200.00 $ 110.00 $ 6,600.00 $ 40.00 $ 2,400.00 s 105.90 s 6,354.00 $ 1.00 $ 60.00 s 59.95 s 3,597.00 44 SANITARY SEWER REMOVAL AND REPLACEMENT 8" (OR LESS) FOOT 2D $53.80 $1,076.00 $ 125.00 $ 2,500.00 s 132.00 s 2,640.00 $ 125.00 $ 2,500.00 s 240,00 $ 4,800.00 $ 120.20 $ 2,404.00 $ 80.00 $ 1,600.00 $ 899.25 $ 17,985.00 SANITARY MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, 45 EACH 1 $1,678.67 $1,678.67 $ 1,452.88 $ 1,452.88 $ 1,540.00 $ 1,540.00 $ 1,400.00 $ 1,400.00 $ 1,200.00 $ 1,200.00 $ 1,397.10 $ 1,397.10 $ 1,000.00 $ 1,000.00 $ 2,343.50 $ 2,343.50 CLOSED LID 46 CONCRETE CURB, TYPE B (SPECIAL) FOOT 250 $51.67 $12,917.50 s 20.80 $ 5,200.00 $ 36.00 $ 9,000.00 s 35,00 $ 8,750.00 $ 59.00 $ 14,750.00 s 34.50 s 8,625.00 $ 45,00 $ 11, 250.00 s 32,90 s 8,22S 00 47 TRAFFIC CONTROL AND PROTECTION, (SPECIAL), 701301-04 EACH 1 $1,500.00 $1,500.00 $ 1.00 $ 1.00 s 1.00 s 1.00 s 1.00 $ 1.00 s 1.00 s 1.00 s 510.00 $ 510.00 $ 1.00 s 1.00 s 555.90 s 555.90 48 TRAFFIC CONTROL AND PROTECTION, (SPECIAL}. 701501-06 EACH 1 $1,500.00 Sl,500.00 $ 9,360.00 s 9,360.00 s 27,300.00 $ 27,300.00 $ 11,000.00 s 11,000.00 s 35,834.30 $ 35,834.30 $ 8,274.00 s 8,274.00 $ 111,000.00 s 111,000.00 $ 9,018.70 s 9,018.70 49 TRAFFIC CONTROL AND PROTECTION, (SPECIAL), 701701-08 EACH 1 $1,500.00 $1,500.00 $ 1.00 $ 1.00 $ 1.00 s 1.00 s 1.00 $ 1.00 $ 1.00 s 1.00 s 0.01 $ 0.01 $ 1.00 s 1.00 $ 0.01 $ 0.01 50 rRAFFIC CONTROL AND PROTECTION, (SPECIAL), 701801-05 EACH 1 $1,500.00 $1,500.00 $ 3,640.00 s 3,640,00 s 1.00 $ 1.00 $ 1.00 s 1.00 s 1.00 s 1.00 $ 3,761.00 $ 3,761.00 s 1.00 $ 1.00 s 4,099.50 $ 4,099.50 1,00 $ 0.01 $ 0.01 $ 1.00 $ 1,00 s 0.01 $ 0.01 51 TRAFFIC CONTROL AND PROTECTION, (SPECIAL), 701901-02 EACH 1 $1,500.00 $1,500.00 s 1.00 $ 1.00 $ 1.00 s 1.00 s 1.00 $ 1.00 $ 1.00 s 27,000.00 $ 5.00 $ 15,000.00 $ 13.30 s 39,900.00 52 PARKWAY RESTORATION SQYD 3,000 $13.00 $39,000.00 $ 12.68 s 38,040.00 $ 9.70 s 29,100.00 $ 9.00 s 27,000.00 s 6.00 $ 18,000.00 $ 9,00 s 53 HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3'' SQVD 780 $61,00 $47,580.00 s 25.DD s 19,500.00 $ 22.00 $ 17,160.00 s 38.00 s 29,640.00 $ 20,00 $ 15,600.00 s 37.75 s 29,445.00 $ 42.DD s 32,760.00 s 15.45 $ 12,051.00 54 HOT-MIX ASPHALT DRIVEWAY PAVEMENT REMOVAL SQYD 780 $23.67 $18,462.60 $ 15.00 $ 11,700.00 s 39.00 $ 30,420.00 $ 13.00 $ 10,140.00 s 18.00 s 14,040.00 $ 20.00 $ 15,600.00 s 12.50 $ 9,750.00 $ 19.55 $ 15,249.00 55 CONCRETE (DRIVEWAY) REMOVAL (SPECIAL) SQ VD 208 $37.33 $7,764.64 $ 15.60 $ 3,244.80 s 16.50 $ 3,432.00 s 25,00 $ 5,200.00 $ 18.00 $ 3,744.00 s 25,00 s 5,200.00 $ 18.00 $ 3,744.00 s 21.80 s 4,534.40 56 MANHOLE LID ADJUSTING RINGS (SPECIAL) EACH 5 $526.67 $2,633.35 $ 300.00 $ 1,500.00 $ 210.00 s 1,050.00 $ 235.00 $ 1,175.00 $ 350.00 $ 1,750.00 $ 233.90 $ 1,169.50 $ 250.00 $ 1,250.00 $ 316.10 s 1,580.50 1,670,476.18 As Corrected (Eng. E,t.) $1,681,930.59 $ 1,402,603.79 s 1,431,658.63 $ 1,434,159.43 s 1,508,037.83 $ 1,514,862.59 $ 1,562,989.02 s BID TOTAL As Read $ 1,402,603.79 $ 2,497,875.13 s 1,434,159.43 $ 1,508,037.83 $ 1,514,863..39 $ 1,562,989.02 $ 1,670,476.18