===== PDF PAGE 58 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: L{,et. Resolution No. 24-R-0033 - Contract Award - Plote COMMITTEE AGENDA DATE: April 4, 2024Construction, Inc. for the 2024 Harvester Road COUNCIL AGENDA DATE: April 15, 2024Reconstruction Project in an Amount Not to Exceed $3,819,800.57 STAFF REVIEW: Mehul T. Patel, P.E., CFM- Director of Public SIGNATURE Works SIGNATURE APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman ITEM SUMMARY: The Harvester Road Reconstruction Project between Powis Road and Hawthorne Lane, as denoted in the enclosed location map, includes full-depth reconstruction and widening of road pavement with 1O" jointed Portland Cement Concrete (PCC) pavement, street light removal and replacement, new sidewalk construction, installation of ADA- compliant detectable warnings and curb ramps, driveway removal and replacement with curb & gutter, relocation of fire hydrants, miscellaneous storm sewer structure adjustments, reconstruction and replacement of spot sanitary sewer structures and pipes, and other miscellaneous work as denoted in the Project plans and specifications. The net length of roadway improvements is approximately 0.76 miles or 4,002 feet. The construction is anticipated to begin in spring 2024 and is expected to be completed in October 2024, weather dependent. The Project was re-advertised for public bids in the Daily Herald and on an online bidding platform, QuestCDN, on February 29, 2024. Staff opened bids on March 21, 2024, and below are the bid results: AS CORRECTED BID CONTRACTOR RANK SUBMITTAL AMOUNT Plate Construction Inc. $3,819,800.57 1 R.W. Dunteman Co. $3,829,000.00 2 Acura, Inc. $4,029,463.15 3 Alliance Contractors, Inc. $4,414,821.53 4 A Lamp Concrete Contractors, Inc NIA* - ENGINEER'S ESTIMATE $4, 599, 960. 55 - * Bid submittal amount not read publicly as the bid submittal requirements were not met. The City Council approved Resolution No. 24-R-0004 on January 15, 2024, appropriating the use of Motor Fuel Tax (MFT) and Rebuild Illinois (RBI) grant funds for the Project. The City received $1 ,785,073.98 in RBI grant funds from the State, which shall be obligated by July 1, 2025. The FY 2024 Budget includes a total of $3,777,800.00 for the Project from various funds as summarized in the table below: FY 2024 Fund Item Account No. Budget Amount Motor Fuel Tax Commodities & Projects MFT 16-34-58-4807 $570,000.00 Rebuild Illinois Grant 16-34-58-4807 $1 ,780,000.00 Capital Projects Fund Capital Outlay - Street Improvements 08-34-53-4807 $1 ,327,800.00 Water Fund Capital Outlay - Other Capital Outlay 06-34-4 7-4806 $50,000.00 Sewer Fund Capital Outlay - Other Capital Outlay 05-34-43-4806 $50,000.00 Total: $3,777,800.00 ===== PDF PAGE 59 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO Plote Construction, Inc. of Hoffman Estates, Illinois submitted a bid proposal value of $3,819,800.57, which is $780, 159.98 or approximately 17% lower than the engineer's estimated cost of $4,599,960.55; however, it is $42,000.57 over the FY 2024 budgeted amount of $3,777,800.00. Staff recommends funding the $42,000.57 overage from the Capital Projects Fund - Capital Outlay - Street Improvement Account No. 08-34-53-4807. Under the same account, $438,900.00 is budgeted in FY 2024 for the York Avenue Area Water Main and Rehabilitation Project, which is partially grant-funded by the Community Development Block Grant (CDBG) Program through DuPage County. Staff recently learned that due to limited funding, the County has deprioritized and included this Project in its 8-List category. Therefore, staff does not foresee the York Avenue Area Water Main and Rehabilitation Project under construction in FY 2024. The City has previously contracted with Plate Construction, Inc., including on the 2023 Technology Boulevard Resurfacing Project, which was completed satisfactorily. Plote is registered with the Illinois Department of Transportation as a prequalified contractor. Staff recommends awarding the 2024 Harvester Road Reconstruction Project to Plote Construction, Inc. for a total contract amount not to exceed $3,819,800.57. ACTIONS PROPOSED: Approve Resolution No. 24-R-0033 authorizing the Mayor to execute a Contract with the lowest responsible bidder, Plote Construction, Inc. of Hoffman Estates, Illinois, for the 2024 Harvester Road Reconstruction Project in an amount not to exceed $3,819,800.57. COMMITTEE RECOMMENDATION: ===== PDF PAGE 60 ===== [Extraction: embedded PDF text] RESOLUTION NO. 24-R-0033 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT WITH PLOTE CONSTRUCTION, INC. OF HOFFMAN ESTATES, ILLINOIS, FOR THE 2024 HARVESTER ROAD RECONSTRUCTION PROJECT IN AN AMOUNT NOT TO EXCEED $3,819,800.57 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., for the 2024 Harvester Road Reconstruction Project for an amount not to exceed $3,819,800.57, m substantially the form attached hereto and incorporated herein as Exhibit "A". APPROVED this 15th day of April 2024. AYES: NAYES: ABSTAIN: ABSENT: Mayor, Ruben Pineda ATTEST: Executive Office Manager, Valeria Perez ===== PDF PAGE 61 ===== [Extraction: OCR (rendered-page OCR)] Location Map Harvester Road Reconstruction Project Harvester Road from Powis Road to Hawthorne Lane Length: 0.759 Miles or 4,005 FT West Chicago, DuPage County Project Locatio i i GF Railroad Crossing Project Ends aa INDUSTRIAL’ DR ===== PDF PAGE 62 ===== [Extraction: embedded PDF text] s englneerln g,J oup aervlce at the highest grade March 21, 2024 762 shoreline drive suite 200 Dave Shah, P.E. aurora, llllnols 60504 Assistant Director of Public Works City of West Chicago- Public Works Depattment 1400 W Hawthorne Lane West Chicago, IL 60185 Re: Bid Analysis (Re-Bid)- 2024 Harvester Road Reconstruction Project Dear Mr. Shah: Thomas Engineering Group, LLC {TEG) prepares this memo to recommend a qualified vendor for performing contractual roadway reconstmction services for the City of West Chicago's 2024 Harvester Road Reconstmction Project (Project). On Thursday, March 21, 2024, the City received a total of five (5) competitive bid proposals from interested contractors. All bids were opened but only four (4) bids were determined responsible and read aloud at the bid opening. A Lamp Concrete Contractors, Inc. was disqualified for failure to submit acknowledgement of Addendum #1. TEG has compiled the infonnation of the four (4) responsible bid proposals and offers the following recommendation to the City for awarding the Project. A Bid Tabulation worksheet (attached) was developed for evaluation of all bid values submitted at the bid opening. TEG's evaluation of bids included consideration of bid proposal completeness, unit pricing, total quantities, and total cost. According to the Bid Tabulation, Plote Construction Inc. (Plote), located in Hoffman Estates, Illinois, submitted the lowest, responsible bid in the amount of $3,819,800.57 (As Corrected). The engineer's estimate of probable cost was $4,599,960.55. All bid proposals ranged from $3,819,800.57 to $4,414,821.53. The second lowest bidder, R.W. Dunteman Company, submitted a cost of $3,829,000.00, just $9, 199.43 higher than the lowest bid. Plote Construction Inc. is prequalified in Category 2 - Pottland Cement Concrete (PCC) Paving by the Illinois Department of Transportation and meets the eligibility requirements of the contract. In addition, Plote has performed similar roadway reconstruction and PCC paving work for other municipalities including the City's Washington Street PCC Pavement Rehabilitation Project in 2011. TEG has direct experience working with Plote and is pleased with their past performance on municipal roadway projects. Based on these qualifications and our direct experience with Plote, we believe that Plote Construction Inc. is qualified to perform contractual roadway reconstruction services for the City's 2024 Harvester Road Reconstruction Project. If you have any questions or comments, please feel free to call me at (847) 815-9500 or e-mail at kevinv@thomas-engineering.com. Attachments Cc/email: Mr. Matt Vitner, P.E., Senior Project Manager, Thomas Engineering Group, LLC lhomcu ===== PDF PAGE 63 ===== [Extraction: embedded PDF text] Bid Tabulation 2024 Harvester Road Reconstruction Project March 21, 2024 Re-Bid Municipality/Owner: City of West Chicago Red = Corrected Prepared by: Jeff Andrzejewski 1 2 3 4 Checked By: Matthew Vitner, P.E 03/21/24 Engineer's Estimate of Probable Plote Construction Inc. R.W. Dunteman Co. Acura Inc. Alliance Contractors Inc. AVERAGE COST ALL BIDDERS BID ANALYSIS Construction Costs ITEM QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL VARIANCE CONTRIBUTARY NO. DESCRIPTION 1 TREE REMOVAL (6 TO 15 UNITS DIAMETER) 119 UNIT $30.00 $3,570.00 $23.00 $2,737.00 $22.50 $2,677.50 $65.00 $7,735.00 $25.00 $2,975.00 $33.88 $4,031.13 68% -$1,294.13 2 TREE REMOVAL (OVER 15 UNITS DIAMETER) 15 UNIT $40.00 $600.00 $28.00 $420.00 $24.00 $360.00 $70.00 $1,050.00 $30.00 $450.00 $38.00 $570.00 74% -$150.00 3 TREE TRUNK PROTECTION 65 EACH $125.00 $8,125.00 $10.00 $650.00 $95.00 $6,175.00 $150.00 $9,750.00 $100.00 $6,500.00 $88.75 $5,768.75 11% -$5,118.75 4 TREE ROOT PRUNING 65 EACH $150.00 $9,750.00 $10.00 $650.00 $100.00 $6,500.00 $10.00 $650.00 $80.00 $5,200.00 $50.00 $3,250.00 20% -$2,600.00 5 SUPPLEMENTAL WATERING 333 UNIT $45.00 $14,985.00 $0.00 $0.00 $0.01 $3.33 $1.00 $333.00 $0.10 $33.30 $0.28 $92.41 0% -$92.41 6 EARTH EXCAVATION 5,174 CU YD $30.00 $155,220.00 $48.00 $248,352.00 $43.00 $222,482.00 $5.00 $25,870.00 $40.00 $206,960.00 $34.00 $175,916.00 141% $72,436.00 7 EARTH EXCAVATION (WIDENING) 53 CU YD $60.00 $3,180.00 $80.00 $4,240.00 $81.00 $4,293.00 $75.00 $3,975.00 $40.00 $2,120.00 $69.00 $3,657.00 116% $583.00 8 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL 1,618 CU YD $30.00 $48,540.00 $64.00 $103,552.00 $70.00 $113,260.00 $45.00 $72,810.00 $10.00 $16,180.00 $47.25 $76,450.50 135% $27,101.50 9 TRENCH BACKFILL 315 CU YD $75.00 $23,625.00 $61.00 $19,215.00 $61.25 $19,293.75 $61.25 $19,293.75 $61.25 $19,293.75 $61.19 $19,274.06 100% -$59.06 10 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION 18,940 SQ YD $2.00 $37,880.00 $2.00 $37,880.00 $2.30 $43,562.00 $2.50 $47,350.00 $1.00 $18,940.00 $1.95 $36,933.00 103% $947.00 11 EXPLORATION TRENCH 48" DEPTH 20 FOOT $50.00 $1,000.00 $35.00 $700.00 $35.00 $700.00 $35.00 $700.00 $35.00 $700.00 $35.00 $700.00 100% $0.00 12 TEMPORARY DITCH CHECKS 960 FOOT $12.00 $11,520.00 $12.00 $11,520.00 $12.00 $11,520.00 $10.00 $9,600.00 $12.00 $11,520.00 $11.50 $11,040.00 104% $480.00 13 PERIMETER EROSION BARRIER 6,932 FOOT $3.00 $20,796.00 $3.00 $20,796.00 $2.85 $19,756.20 $3.25 $22,529.00 $2.85 $19,756.20 $2.99 $20,709.35 100% $86.65 14 INLET FILTERS 50 EACH $250.00 $12,500.00 $111.00 $5,550.00 $111.10 $5,555.00 $150.00 $7,500.00 $25.00 $1,250.00 $99.28 $4,963.75 112% $586.25 15 AGGREGATE SUBGRADE IMPROVEMENT 1,618 CU YD $30.00 $48,540.00 $0.00 $0.00 $0.50 $809.00 $30.00 $48,540.00 $38.00 $61,484.00 $17.13 $27,708.25 0% -$27,708.25 16 AGGREGATE SUBGRADE IMPROVEMENT 12" 18,940 SQ YD $17.00 $321,980.00 $12.00 $227,280.00 $11.50 $217,810.00 $15.00 $284,100.00 $14.75 $279,365.00 $13.31 $252,138.75 90% -$24,858.75 17 AGGREGATE BASE COURSE, TYPE B 4" 1,887 SQ YD $10.00 $18,870.00 $10.00 $18,870.00 $7.00 $13,209.00 $8.00 $15,096.00 $5.00 $9,435.00 $7.50 $14,152.50 133% $4,717.50 18 AGGREGATE BASE COURSE, TYPE B 6" 2,755 SQ YD $15.00 $41,325.00 $15.00 $41,325.00 $10.00 $27,550.00 $10.00 $27,550.00 $7.50 $20,662.50 $10.63 $29,271.88 141% $12,053.13 19 HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE BASE COURSE 9" 80 SQ YD $100.00 $8,000.00 $150.00 $12,000.00 $89.00 $7,120.00 $90.00 $7,200.00 $83.00 $6,640.00 $103.00 $8,240.00 146% $3,760.00 20 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 6 TON $300.00 $1,800.00 $200.00 $1,200.00 $333.00 $1,998.00 $800.00 $4,800.00 $253.00 $1,518.00 $396.50 $2,379.00 50% -$1,179.00 21 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 49 TON $300.00 $14,700.00 $230.00 $11,270.00 $179.00 $8,771.00 $500.00 $24,500.00 $273.00 $13,377.00 $295.50 $14,479.50 78% -$3,209.50 22 BITUMINOUS MATERIALS (PRIME COAT) 367 POUND $1.00 $367.00 $0.01 $3.67 $1.00 $367.00 $3.00 $1,101.00 $0.01 $3.67 $1.01 $368.84 1% -$365.17 23 BITUMINOUS MATERIALS (TACK COAT) 111 POUND $1.00 $111.00 $0.01 $1.11 $1.00 $111.00 $3.00 $333.00 $0.01 $1.11 $1.01 $111.56 1% -$110.45 24 PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED) 17,378 SQ YD $85.00 $1,477,130.00 $76.00 $1,320,728.00 $83.00 $1,442,374.00 $80.00 $1,390,240.00 $99.00 $1,720,422.00 $84.50 $1,468,441.00 90% -$147,713.00 25 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 16,981 SQ FT $10.00 $169,810.00 $9.00 $152,829.00 $8.00 $135,848.00 $8.00 $135,848.00 $7.50 $127,357.50 $8.13 $137,970.63 111% $14,858.38 26 PAVEMENT REMOVAL 14,553 SQ YD $15.00 $218,295.00 $9.50 $138,253.50 $12.70 $184,823.10 $22.00 $320,166.00 $33.00 $480,249.00 $19.30 $280,872.90 49% -$142,619.40 27 HOT-MIX ASPHALT SURFACE REMOVAL, 2" 260 SQ YD $50.00 $13,000.00 $21.00 $5,460.00 $10.00 $2,600.00 $12.00 $3,120.00 $12.00 $3,120.00 $13.75 $3,575.00 153% $1,885.00 28 CLASS D PATCHES, TYPE IV, 8 INCH 79 SQ YD $120.00 $9,480.00 $115.00 $9,085.00 $83.50 $6,596.50 $140.00 $11,060.00 $123.00 $9,717.00 $115.38 $9,114.63 100% -$29.63 29 FIRE HYDRANTS TO BE RELOCATED 11 EACH $6,000.00 $66,000.00 $12,610.00 $138,710.00 $12,610.00 $138,710.00 $12,610.00 $138,710.00 $12,610.00 $138,710.00 $12,610.00 $138,710.00 100% $0.00 30 CATCH BASINS, TYPE C, TYPE 1 FRAME, OPEN LID 1 EACH $5,000.00 $5,000.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 $1,705.00 100% $0.00 31 CATCH BASINS, TYPE C, TYPE 8 GRATE 1 EACH $5,000.00 $5,000.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 $1,350.00 100% $0.00 32 MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, OPEN LID 1 EACH $12,500.00 $12,500.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 $6,450.00 100% $0.00 33 CATCH BASINS TO BE RECONSTRUCTED 1 EACH $2,000.00 $2,000.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 100% $0.00 34 MANHOLES TO BE RECONSTRUCTED 1 EACH $2,500.00 $2,500.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 $1,100.00 100% $0.00 35 INLETS TO BE RECONSTRUCTED 8 EACH $2,000.00 $16,000.00 $482.50 $3,860.00 $482.50 $3,860.00 $482.50 $3,860.00 $482.50 $3,860.00 $482.50 $3,860.00 100% $0.00 36 VALVE VAULTS TO BE ADJUSTED 5 EACH $1,500.00 $7,500.00 $395.60 $1,978.00 $395.60 $1,978.00 $395.60 $1,978.00 $395.60 $1,978.00 $395.60 $1,978.00 100% $0.00 37 FRAMES AND LIDS TO BE ADJUSTED 22 EACH $650.00 $14,300.00 $395.60 $8,703.20 $395.60 $8,703.20 $395.60 $8,703.20 $395.60 $8,703.20 $395.60 $8,703.20 100% $0.00 38 GRATES, TYPE 8 23 EACH $750.00 $17,250.00 $225.00 $5,175.00 $225.00 $5,175.00 $225.00 $5,175.00 $225.00 $5,175.00 $225.00 $5,175.00 100% $0.00 39 FRAMES AND GRATES, TYPE 11V 8 EACH $30.00 $240.00 $549.75 $4,398.00 $549.75 $4,398.00 $549.75 $4,398.00 $549.75 $4,398.00 $549.75 $4,398.00 100% $0.00 40 FRAMES AND LIDS, TYPE 1, OPEN LID 1 EACH $750.00 $750.00 $340.00 $340.00 $340.00 $340.00 $340.00 $340.00 $340.00 $340.00 $340.00 $340.00 100% $0.00 41 FRAMES AND LIDS, TYPE 1, CLOSED LID 15 EACH $750.00 $11,250.00 $340.00 $5,100.00 $340.00 $5,100.00 $340.00 $5,100.00 $340.00 $5,100.00 $340.00 $5,100.00 100% $0.00 42 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 905 FOOT $40.00 $36,200.00 $48.00 $43,440.00 $35.00 $31,675.00 $45.00 $40,725.00 $48.00 $43,440.00 $44.00 $39,820.00 109% $3,620.00 43 MOBILIZATION 1 L SUM $231,064.55 $231,064.55 $214,745.59 $214,745.59 $186,135.62 $186,135.62 $241,750.00 $241,750.00 $108,915.00 $108,915.00 $187,886.55 $187,886.55 114% $26,859.04 44 SIGN PANEL - TYPE 1 158 SQ FT $60.00 $9,480.00 $19.00 $3,002.00 $19.00 $3,002.00 $26.00 $4,108.00 $17.25 $2,725.50 $20.31 $3,209.38 94% -$207.38 45 RELOCATE SIGN PANEL ASSEMBLY - TYPE A 11 EACH $250.00 $2,750.00 $100.00 $1,100.00 $100.00 $1,100.00 $60.00 $660.00 $275.00 $3,025.00 $133.75 $1,471.25 75% -$371.25 46 RELOCATE SIGN PANEL ASSEMBLY - TYPE B 2 EACH $500.00 $1,000.00 $500.00 $1,000.00 $500.00 $1,000.00 $150.00 $300.00 $285.00 $570.00 $358.75 $717.50 139% $282.50 47 TELESCOPING STEEL SIGN SUPPORT 308 FOOT $25.00 $7,700.00 $13.00 $4,004.00 $14.00 $4,312.00 $16.50 $5,082.00 $14.75 $4,543.00 $14.56 $4,485.25 89% -$481.25 48 EPOXY PAVEMENT MARKING - LETTERS AND SYMBOLS 196 SQ FT $20.00 $3,920.00 $6.00 $1,176.00 $5.00 $980.00 $6.00 $1,176.00 $5.00 $980.00 $5.50 $1,078.00 109% $98.00 49 EPOXY PAVEMENT MARKING - LINE 4" 7,176 FOOT $3.00 $21,528.00 $0.75 $5,382.00 $0.95 $6,817.20 $0.75 $5,382.00 $0.95 $6,817.20 $0.85 $6,099.60 88% -$717.60 50 EPOXY PAVEMENT MARKING - LINE 6" 1,312 FOOT $2.00 $2,624.00 $1.50 $1,968.00 $1.72 $2,256.64 $1.50 $1,968.00 $1.72 $2,256.64 $1.61 $2,112.32 93% -$144.32 51 EPOXY PAVEMENT MARKING - LINE 12" 418 FOOT $10.00 $4,180.00 $3.00 $1,254.00 $3.32 $1,387.76 $3.00 $1,254.00 $3.32 $1,387.76 $3.16 $1,320.88 95% -$66.88 52 EPOXY PAVEMENT MARKING - LINE 24" 124 FOOT $15.00 $1,860.00 $6.00 $744.00 $5.00 $620.00 $6.00 $744.00 $5.00 $620.00 $5.50 $682.00 109% $62.00 53 ELECTRIC SERVICE INSTALLATION 1 EACH $10,000.00 $10,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 100% $0.00 54 ELECTRIC UTILITY SERVICE CONNECTION 1 L SUM $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 100% $0.00 55 UNDERGROUND CONDUIT, GALVANIZED STEEL, 2 1/2" DIA. 1,285 FOOT $45.00 $57,825.00 $34.00 $43,690.00 $34.00 $43,690.00 $34.00 $43,690.00 $34.00 $43,690.00 $34.00 $43,690.00 100% $0.00 56 HANDHOLE 2 EACH $3,000.00 $6,000.00 $500.00 $1,000.00 $500.00 $1,000.00 $500.00 $1,000.00 $500.00 $1,000.00 $500.00 $1,000.00 100% $0.00 UNIT DUCT, 600V, 4-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 1 1/4" DIA. 57 1,863 FOOT $20.00 POLYETHYLENE $37,260.00 $21.00 $39,123.00 $21.00 $39,123.00 $21.00 $39,123.00 $21.00 $39,123.00 $21.00 $39,123.00 100% $0.00 UNIT DUCT, 600V, 4-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1 1/4" DIA. 58 2,253 FOOT $20.00 POLYETHYLENE $45,060.00 $24.00 $54,072.00 $24.00 $54,072.00 $24.00 $54,072.00 $24.00 $54,072.00 $24.00 $54,072.00 100% $0.00 59 REMOVAL OF LIGHTING UNIT, SALVAGE 12 EACH $1,200.00 $14,400.00 $300.00 $3,600.00 $300.00 $3,600.00 $300.00 $3,600.00 $300.00 $3,600.00 $300.00 $3,600.00 100% $0.00 60 REMOVAL OF POLE FOUNDATION 12 EACH $500.00 $6,000.00 $600.00 $7,200.00 $600.00 $7,200.00 $600.00 $7,200.00 $600.00 $7,200.00 $600.00 $7,200.00 100% $0.00 61 REMOVAL OF LIGHTING CONTROLLER 1 EACH $2,000.00 $2,000.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 100% $0.00 62 REMOVAL OF ELECTRIC SERVICE INSTALLATION 1 EACH $5,000.00 $5,000.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 100% $0.00 63 REMOVAL OF LIGHTING CONTROLLER FOUNDATION 1 EACH $2,500.00 $2,500.00 $600.00 $600.00 $600.00 $600.00 $600.00 $600.00 $600.00 $600.00 $600.00 $600.00 100% $0.00 64 PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE 1 EACH $5,000.00 $5,000.00 $585.00 $585.00 $585.00 $585.00 $585.00 $585.00 $585.00 $585.00 $585.00 $585.00 100% $0.00 65 TACTILE/DETECTABLE WARNING SURFACE 58 SQ FT $50.00 $2,900.00 $45.00 $2,610.00 $38.00 $2,204.00 $40.00 $2,320.00 $30.00 $1,740.00 $38.25 $2,218.50 118% $391.50 66 RELOCATE EXISTING MAILBOX 4 EACH $750.00 $3,000.00 $600.00 $2,400.00 $350.00 $1,400.00 $250.00 $1,000.00 $250.00 $1,000.00 $362.50 $1,450.00 166% $950.00 67 LUMINAIRE REPLACEMENT SPECIAL 2 EACH $1,500.00 $3,000.00 $600.00 $1,200.00 $600.00 $1,200.00 $600.00 $1,200.00 $600.00 $1,200.00 $600.00 $1,200.00 100% $0.00 68 TEMPORARY ACCESS (COMMERCIAL ENTRANCE) 26 EACH $300.00 $7,800.00 $1,450.00 $37,700.00 $230.00 $5,980.00 $900.00 $23,400.00 $1.00 $26.00 $645.25 $16,776.50 225% $20,923.50 69 TEMPORARY ACCESS (ROAD) 3 EACH $1,000.00 $3,000.00 $2,400.00 $7,200.00 $675.00 $2,025.00 $1,500.00 $4,500.00 $1.00 $3.00 $1,144.00 $3,432.00 210% $3,768.00 70 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 7 INCH (SPECIAL) 2,755 SQ YD $80.00 $220,400.00 $82.00 $225,910.00 $60.00 $165,300.00 $81.00 $223,155.00 $82.00 $225,910.00 $76.25 $210,068.75 108% $15,841.25 71 TEMPORARY PAVEMENT REMOVAL 73 SQ YD $15.00 $1,095.00 $35.00 $2,555.00 $30.00 $2,190.00 $18.00 $1,314.00 $40.00 $2,920.00 $30.75 $2,244.75 114% $310.25 72 COMBINATION CURB AND GUTTER REMOVAL (SPECIAL) 908 FOOT $15.00 $13,620.00 $11.00 $9,988.00 $13.50 $12,258.00 $15.00 $13,620.00 $40.00 $36,320.00 $19.88 $18,046.50 55% -$8,058.50 73 SANITARY MANHOLES TO BE ADJUSTED 10 EACH $1,250.00 $12,500.00 $630.00 $6,300.00 $630.00 $6,300.00 $630.00 $6,300.00 $630.00 $6,300.00 $630.00 $6,300.00 100% $0.00 74 SANITARY MANHOLE (SPECIAL) 1 EACH $50,000.00 $50,000.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 $11,330.00 100% $0.00 75 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) 1 L SUM $100,000.00 $100,000.00 $35,000.00 $35,000.00 $58,000.00 $58,000.00 $81,000.00 $81,000.00 $29,739.00 $29,739.00 $50,934.75 $50,934.75 69% -$15,934.75 76 LIGHTING UNIT COMPLETE (SPECIAL) 20 EACH $10,000.00 $200,000.00 $6,380.00 $127,600.00 $6,380.00 $127,600.00 $6,380.00 $127,600.00 $6,380.00 $127,600.00 $6,380.00 $127,600.00 100% $0.00 77 LIGHTING CONTROLLER (SPECIAL) 1 EACH $10,000.00 $10,000.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 100% $0.00 78 STORM SEWER, DUCTILE IRON PIPE, CLASS 52 8" 127 FOOT $200.00 $25,400.00 $88.65 $11,258.55 $88.65 $11,258.55 $88.65 $11,258.55 $88.65 $11,258.55 $88.65 $11,258.55 100% $0.00 79 TEMPORARY MAILBOX 4 EACH $500.00 $2,000.00 $350.00 $1,400.00 $400.00 $1,600.00 $500.00 $2,000.00 $250.00 $1,000.00 $375.00 $1,500.00 93% -$100.00 80 PVC PIPE TAP REPAIR (SPECIAL) 2 EACH $2,500.00 $5,000.00 $435.00 $870.00 $435.00 $870.00 $435.00 $870.00 $435.00 $870.00 $435.00 $870.00 100% $0.00 ===== PDF PAGE 64 ===== [Extraction: embedded PDF text] 81 PARKWAY RESTORATION (SPECIAL) 12,326 SQ YD $20.00 $246,520.00 $5.55 $68,409.30 $4.50 $55,467.00 $9.00 $110,934.00 $6.00 $73,956.00 $6.26 $77,191.58 89% -$8,782.28 82 SAWCUT BARRIER CURB TO ADA CURB RAMP (SPECIAL) 8 FOOT $100.00 $800.00 $75.00 $600.00 $90.00 $720.00 $150.00 $1,200.00 $100.00 $800.00 $103.75 $830.00 72% -$230.00 83 UPRR RIGHT-OF-WAY ENTRY PERMIT (SPECIAL) 1,025 DOLLAR $1.00 $1,025.00 $1.00 $1,025.00 $1.00 $1,025.00 $1.00 $1,025.00 $1.00 $1,025.00 $1.00 $1,025.00 100% $0.00 84 REMOVE AND REPLACE STONE RIP RAP (SPECIAL) 112 SQ YD $250.00 $28,000.00 $115.20 $12,902.40 $115.20 $12,902.40 $115.20 $12,902.40 $115.20 $12,902.40 $115.20 $12,902.40 100% $0.00 85 SANITARY SEWER REMOVAL AND REPLACEMENT, 12" 55 FOOT $300.00 $16,500.00 $218.75 $12,031.25 $218.75 $12,031.25 $218.75 $12,031.25 $218.75 $12,031.25 $218.75 $12,031.25 100% $0.00 86 STORM SEWER REMOVAL AND REPLACEMENT, 12" 50 FOOT $400.00 $20,000.00 $83.40 $4,170.00 $83.40 $4,170.00 $83.40 $4,170.00 $83.40 $4,170.00 $83.40 $4,170.00 100% $0.00 87 MANHOLE, TYPE A, 8' DIA. (SPECIAL) 1 EACH $20,000.00 $20,000.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 $15,160.00 100% $0.00 88 DRIVEWAY PAVEMENT REMOVAL (SPECIAL) 3,337 SQ YD $20.00 $66,740.00 $17.00 $56,729.00 $22.00 $73,414.00 $15.00 $50,055.00 $40.00 $133,480.00 $23.50 $78,419.50 72% -$21,690.50 CONNECTION OF EXISTING LIGHTING SYSTEM TO PROPOSED LIGHTING 89 1 EACH $3,000.00 CONTROLLER (SPECIAL) $3,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 100% $0.00 90 DUPAGE COUNTY HIGHWAY PERMIT FEE 50,000 DOLLAR $1.00 $50,000.00 $1.00 $50,000.00 $1.00 $50,000.00 $1.00 $50,000.00 $1.00 $50,000.00 $1.00 $50,000.00 100% $0.00 91 ELECTRICAL CONNECTION TO EXISTING LIGHTING SYSTEM 2 EACH $1,500.00 $3,000.00 $2,000.00 $4,000.00 $2,000.00 $4,000.00 $2,000.00 $4,000.00 $2,000.00 $4,000.00 $2,000.00 $4,000.00 100% $0.00 92 STABILIZED CONSTRUCTION ENTRANCE 223 SQ YD $40.00 $8,920.00 $20.00 $4,460.00 $33.00 $7,359.00 $40.00 $8,920.00 $10.00 $2,230.00 $25.75 $5,742.25 78% -$1,282.25 93 CONSTRUCTION LAYOUT 1 L SUM $25,000.00 $25,000.00 $28,000.00 $28,000.00 $32,400.00 $32,400.00 $35,000.00 $35,000.00 $32,400.00 $32,400.00 $31,950.00 $31,950.00 88% -$3,950.00 94 DRAINAGE STRUCTURE TO BE REMOVED 2 EACH $2,500.00 $5,000.00 $910.00 $1,820.00 $910.00 $1,820.00 $910.00 $1,820.00 $910.00 $1,820.00 $910.00 $1,820.00 100% $0.00 95 DUST CONTROL WATERING 200 UNIT $150.00 $30,000.00 $10.00 $2,000.00 $5.00 $1,000.00 $10.00 $2,000.00 $1.00 $200.00 $6.50 $1,300.00 154% $700.00 96 TEMPORARY INFORMATION SIGNING 240 SQ FT $15.00 $3,600.00 $12.00 $2,880.00 $12.00 $2,880.00 $14.00 $3,360.00 $12.00 $2,880.00 $12.50 $3,000.00 96% -$120.00 97 RAILROAD PROTECTIVE LIABILITY INSURANCE 1 L SUM $15,000.00 $15,000.00 $3,250.00 $3,250.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 $500.00 $500.00 $5,937.50 $5,937.50 55% -$2,687.50 98 TEMPORARY PAVEMENT 73 SQ YD $100.00 $7,300.00 $140.00 $10,220.00 $82.00 $5,986.00 $60.00 $4,380.00 $137.00 $10,001.00 $104.75 $7,646.75 134% $2,573.25 99 SLEEPER SLAB 115 FOOT $100.00 $11,500.00 $140.00 $16,100.00 $160.00 $18,400.00 $90.00 $10,350.00 $80.00 $9,200.00 $117.50 $13,512.50 119% $2,587.50 As Read $3,817,000.00 $3,829,000.00 $4,029,463.15 $4,414,821.53 As Corrected $3,819,800.57 TOTAL $ 4,599,960.55 $ 3,819,800.57 $3,829,000.00 $ 4,029,463.15 $ 4,414,821.53 $4,023,271.31 $ (203,470.74) Plote Construction Inc. R.W. Dunteman Co. Acura Inc. Allance $ 2,800.57 $ - $ - $ -