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Home My WebLink About12-15 4 4 Resolution No. 12-15 RESOLUTION APPROVING CHANGE ORDER NO. 1 AND FINAL IN THE CONTRACT WITH LANDMARK CONTRACTORS, INC. FOR THE 2009 CENTRAL BUSINESS DISTRICT STREETSCAPE IMPROVEMENTS PROJECT (PHASE III) WHEREAS, the City of Elgin has heretofore entered into a contract with Landmark Contractors, Inc. for the 2009 Central Business District Streetscape Improvements Project (Phase III); and WHEREAS,it is necessary and desirable to modify the terms of the contract as is described in Change Order No. 1 and Final, attached hereto. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,ILLINOIS,that Sean R, Stegall,City Manager,be and is hereby authorized and directed to execute Change Order No. 1 and Final,a copy of which is attached hereto and made a part hereof by reference. s/David J. Kaptain David J. Kaptain, Mayor Presented: January 25, 2012 Adopted: January 25, 2012 Omnibus Vote: Yeas: 6 Nays: 0 Attest: s/Kimberly Dewis Kimberly Dewis, City Clerk `0OFFt.Ci ( 1 • f' City of Elgin Change Order ELGIN,ILLINOIS PROJECT 2009 CBD STREETSCAPE IMPROVEMENTS CHANGE ORDER No. 1 AND FINAL CONTRACT: Central Business District Streetscape Improvement, Phase 3 (2009)—Included a Base Bid and two Alternates (A and B). Base Bid included Douglas Avenue(Chicago Street to Kimball Street) and Division Street(Douglas Avenue to Center Street); Alternate A included Symphony Way (Douglas Avenue to Dundee Avenue) and Alternate B included City Parking Lot in northeast corner of Douglas Avenue and Symphony Way. Bid Number 09-031 SCOPE: This change order allows for additional construction services and materials. Exhibit A in- cludes the final quantities and descriptions of the added work and materials. REASONS FOR CHANGE: This change order was necessitated by the unforeseen discovery of a sinkhole and several sidewalk vaults. The inculsion of the above items and the increase to contract quantities were requested by the City to be included in this contract. The change is germane to the original contract as signed, is authorized by law and was not foreseeable at the time the original contract was signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: This contract is being amended to provide for additional work requested by the City. Prior to construction, a sink hole developed on Symphony Way resulted in the need for televising storm sewer,pavement removal,backfilling with appropriate ma- terial and pavement replacement. A sidewalk vault was discovered along the frontage of the Donnelly building on Division Street and efforts to modify the vault to allow the construction of the streetscape were extensive. A series of sidewalk vaults on Douglas proved difficult due to electrical issues,main- taining electric service while adding a new service to five buildings. Also, one of these vaults was in a finished condition and being used as part of a resturaunt and a small amount of interior work was needed to restore the vault to preconstruction conditions. ORIGINAL CONTRACT AMOUNT: $ 4,814,352.18 CHANGE ORDER No. 1 1. Symphony Way Sink Hole $17,529.33 2. Donnelly Building Sidewalk Vault $57,713.39 3. Douglas Avenue Sidewalk Vaults $44,607.13 4. Adjustments to Contract Pay Items $39,457.03 TOTAL FOR CHANGE ORDER NO. 1 ADD $159,306.88 TOTAL REVISED CONTRACT AMOUNT: $ 4,973,659.06 The original amount of the contract with Landmark Contractors, Inc. is$ 4,814,352.18. Change Order No. 1 will increase the original contract amount by a total of$159,306.88, that sum representing three and thirty-one hundreths percent(3.31%) of the original contract amount. The new contract amount, in- clusive of all change orders is $ 4,973,659.06. OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. CHANGE ORDER No. 1 Agreed to this II day of January , 2012. Recommended by: PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION By: Joe Evers Title: Cit En.ineer Date: \1 /2/ Signature: Accepted by: LANDMARK CONTRACTORS, INC. Party of the Second Part (Contractor) By: ( (72YQ/v�S Title: Date: / vim 4-e) Signature: Approved by: CITY OF ELGIN Party of the First Part (Owner) By: Sean R. Stegall Title: City Manager Date: January 25 2012 Signature: zff a, F:\Public_Works\Engineering\Capital Projects\CBD Construction\2008 Streetscape\Change Order 2008 Streetscape.doc . Page 1 of 16 P.O.Box 1104/11916 W Main St ( � rj�,�,/ j) r Phone: (847)669-5474 Huntley,IL 60142 7-1•1% .1.:'Ilt K� Fax: (847)669-5529 CONIRACIORS, INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 1 TREE REMOVAL(6 TO 15 UNITS DIAMETER) 76.00 UNIT 18.00 1,368.00 139.50 2,511.00 139.50 2,511.00 - - 2 TREE REMOVAL(OVER 15 UNITS DIAMETER) 20.00 UNIT 20.00 400.00 20.00 400.00 20.00 400.00 3 TREE PROTECTION 32.00 EA 77.08 2,466.56 10.00 770.80 10.00 770.80 - 4 TREE ROOT PRUNING 32.00 EA 90.00 2,880.00 9.00 810.00 9.00 810.00 5 EARTH EXCAVATION 1,890.00 CY 44.47 84,048.30 1,013.40 45,065.90 1,013.40 45,065.90 - 6 REMOVAL&DISPOSAL OF UNSUITABLE MATERIAL 210.00 CY 38.05 7,990.50 - - - - - 7 POROUS GRANULAR EMBANKMENT 300.00 CY 30.43 9,129.00 486.40 14,801.15 486.40 14,801.15 - 8 POROUS GRANULAR EMBANKMENT,SUBGRADE 210.00 CY 33.82 7,102.20 - - - - - 9 EXPLORATION TRENCH 72"DEPTH 500.00 FT 65.00 32,500.00 214.00 13,910.00 214.00 13,910.00 - - 10 INLET FILTERS 28.00 EA 130.00 3,640.00 37.00 4,810.00 37.00 4,810.00 - - 11 SUB-BASE GRANULAR MATERIAL,TYPE B 4" 6,256.00 SY 6.07 37,973.92 7,463.40 45,302.84 7,463.40 45,302.84 - 12 SUB-BASE GRANULAR MATERIAL,TYPE B 6" 2,247.00 SY 7.33 16,470.51 2,536.90 18,595.48 2,536.90 18,595.48 - - 13 PORTLAND CEMENT CONCRETE BASE COURSE 9" 752.00 SY 47.53 35,742.56 284.80 13,536.54 284.80 13,536.54 - - 14 HIGH-EARLY-STRENGTH PCC BASE COURSE 9" 407.00 SY 65.58 26,691.06 876.60 57,487.43 876.60 57,487.43 - - 15 PC CONCRETE UNDERLAYMENT 5" 32,025.00 SF 4.91 157,242.75 30,985.20 152,137.33 30,985.20 152,137.33 - - 16 BITUMINOUS MATERIALS(PRIME COAT) 1,674.00 GAL 0.25 418.50 1,287.30 321.83 1,287.30 321.83 - - 17 HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 1,215.00 TON 62.00 75,330.00 1,281.83 79,473.46 1,281.83 79,473.46 - - 18 HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 1,070.00 TON 68.00 72,760.00 1,227.90 83,497.20 1,227.90 83,497.20 - - 19 INCIDENTAL HOT-MIX ASPHALT SURFACING 35.00 TON 193.31 6,765.85 365.11 70,579.41 365.11 70,579.41 - - 20 HIGH-EARLY-STRENGTH PCC PVMT 13"(BUFF COLOR) 120.00 SY 274.12 32,894.40 97.40 26,699.29 97.40 26,699.29 - - 21 PCC DRIVEWAY PAVEMENT,8 INCH(BUFF COLOR) 328.00 SY 64.62 21,195.36 160.00 10,339.20 160.00 10,339.20 - - 22 PROTECTIVE COAT 15,000.00 SY 0.50 7,500.00 1,623.80 811.90 1,623.80 811.90 - - 23 PCC SIDEWALK 5" 225.00 SF 5.68 1,278.00 1,543.70 8,768.22 1,543.70 8,768.22 - - 24 PCC SIDEWALK 5"(BUFF COLOR) 21,279.00 SF 7.07 150,442.53 24,790.00 175,265.30 24,790.00 175,265.30 - - 25 PCC SIDEWALK 5"-ADA(RED STAMPED CONCRETE) 50.00 SF 10.66 533.00 12.00 127.92 12.00 127.92 - - 26 PAVEMENT REMOVAL 3,369.00 SY 17.46 58,822.74 3,560.80 62,171.57 3,560.80 62,171.57 - - 27 HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" 8,443.00 SY 3.25 27,439.75 9,230.20 29,998.15 9,230.20 29,998.15 - - 28 _DRIVEWAY PAVEMENT REMOVAL 396.00 SY 10.91 4,320.36 135.90 1,482.67 135.90 1,482.67 - - 29 COMBINATION CURB AND GUTTER REMOVAL 5,253.00 FT 8.60 - 45,175.80 4,522.30 38,891.78 4,522.30 38,891.78 - - 30 SIDEWALK REMOVAL 34,980.00 SF 2.02 70,659.60 47,439.40 95,827.59 47,439.40 95,827.59 - - Exhibit A gig, Page 2 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 1 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST 177411 QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 31 SIDEWALK REMOVAL-VAULTED 525.00 SF 5.79 3,039.75 2,366.00 13,699.14 2,366.00 13,699.14 - - 32 SIDEWALK REMOVAL&REPLACEMENT-VAULTED 270.00 SF 154.00 41,580.00 589.40 90,767.60 589.40 90,767.60 - 33 VAULT ROOF REMOVAL&REPLACEMENT 100.00 SF 130.00 13,000.00 64.50 8,385.00 64.50 8,385.00 - - 34 MEMBRANE WATERPROFFING 2,935.00 SF 6.88 20,192.80 589.40 4,055.07 589.40 4,055.07 - - 35 CLASS C PATCHES,9" 136.00 SY 58.37 7,938.32 233.20 13,611.88 233.20 13,611.88 - - 36 HIGH-EARLY STRENGTH Cl A.S C PATCHES,9' 100.00 SY 60.81 6,081.00 376.10 22,870.64 376.10 22,870.64 - 37 CONCRETE MASONRY UNIT BLOCK WALL 909.00 SF 36.54 33,214.86 1,421.20 51,930.65 1,421.20 51,930.65 - - 38 CONCRETE REMOVAL 35.00 CY 287.01 10,045.35 10.78 3,093.97 10.78 3,093.97 - - 39 RAILROAD TRACK REMOVAL(COMPLETE) 60.00 FT 20.28 1,216.80 101.00 2,048.28 101.00 2,048.28 - - 40 CONCRETE STRUCTURES 3.00 CY 1,500.00 4,500.00 27.66 41,490.00 27.66 41,490.00 - - 41 SEWER-REINFORCED CONCRETE PIPE(RCCP)-12" 493.00 FT 105.00 51,765.00 24.00 2,520.00 24.00 2,520.00 - - 42 SEWER-REINFORCED CONCRETE PIPE(RCCP)-15" 84.00 FT 120.00 7,680.00 - - - - 43 SEWER-REINFORCED CONCRETE PIPE(RCCP)-24" 15.00 FT 130.00 1,950.00 - - - - 44 SEWER-DUCTILE IRON PIPE(DIP)-12" 290.00 FT 149.00 43,210.00 933.20 139,046.80 933.20 139,046.80 - - 45 SEWER-DUCTILE IRON PIPE(DIP)-15" 65.00 FT 169.00 10,985.00 - - - - - 46 SANITARY SERVICE CONNECTION 1.00 EA 1,200.00 1,200.00 4.00 4,800.00 4.00 4,800.00 - - 47 FOUNDATION CORING-3"DIAMETER OR LESS 3.00 EA 500.00 1,500.00 3.00 1,500.00 3.00 1,500.00 - - 48 FOUNDATION CORING-3"TO 12'DIAMETER 3.00 EA 700.00 2,100.00 3.00 2,100.00 3.00 2,100.00 - - 49 FOUNDATION CORING-GREATER THAN 12"DIA 1.00 EA 700.00 700.00 16.00 11,200.00 16.00 11,200.00 - - 50 FIRE HYDRANTS TO BE MOVED 3.00 EA 2,650.00 7,950.00 3.00 7,950.00 3.00 7,950.00 - - 51 FIRE HYDRANTS TO BE ADJUSTED 3.00 EA 300.00 900.00 6.00 1,800.00 6.00 1,800.00 - - 52 FIRE HYDRANTS TO BE RELOCATED 1.00 EA 5,500.00 5,500.00 - - - - - 53 FIRE HYDRANTS TO REMOVED 2.00 EA 1,500.00 3,000.00 2.00 3,000.00 2.00 3,000.00 - - 54 DUCTILE IRON FITTINGS 15.00 LB 50.00 750.00 500.00 25,000.00 500.00 25,000.00 - - 55 WATER MAIN 6" 15.00 FT 155.00 2,325.00 67.00 10,385.00 67.00 10,385.00 - - 56 POLYETHYLENE WRAP 6" 15.00 FT 50.00 750.00 21.00 1,050.00 21.00 1,050.00 - - 57 BUFFALO BOX REMOVAL 15.00 EA 100.00 1,500.00 13.00 1,300.00 13.00 1,300.00 - - 58.WATER SERVICE LINE 2" 35.00 FT 120.00 4,200.00 108.00 12,960.00 108.00 12,960.00 - - 59 IRRIGATION SERVICE TAP AND CURB STOP 2.00 EA 2,500.00 5,000.00 1.00 2,500.00 1.00 2,500.00 - - - - - 60 VALVE VAULTS,4'-DIAMETER 2.00 EA 3,000.00 6,000.00 - - Page 3 of 16 4 P.O.Box 1104/11916 W Main St �, Phone: (847)669-5474 Huntley,IL 60142 ANDIJ Il,-1 Pk Fax: (847)669-5529 CONTRACTORS. INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE F 61 WATER MAIN REMOVAL 6" 35.00 FT 25.00 875.00 87.00 2,175.00 87.00 2,175.00 - - 62 WATER MAIN REMOVAL 8" 10.00 FT 25.00 250.00 - - - - 63 WATER MAIN REMOVAL 16" 165.00 FT 45.00 7,425.00 - - - 64 STORM SEWER REMOVAL 8" 100.00 FT 25.00 2,500.00 62.00 1,550.00 62.00 1,550.00 - - 65 STORM SEWER REMOVAL 12" 40.00 FT 25.00 1,000.00 163.00 4,075.00 163.00 4,075.00 - - 66 STORM SEWER REMOVAL 24" 15.00 FT 25.00 375.00 13.00 325.00 13.00 325.00 - - 67 CONTROLLED LOW-STRENGTH MATERIAL 100.00 CY 125.00 12,500.00 11.00 1,375.00 11.00 1,375.00 - - 68 PIPE UNDERDRAWS 4" 5,392.00 FT 10.00 53,920.00 15.00 150.00 15.00 150.00 - - 69 CB,TY A,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 20.00 EA 2,900.00 58,000.00 6.00 17,400.00 6.00 17,400.00 - - 70 CB,TY A,5'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 2.00 EA 3,500.00 7,000.00 - - - - 71 CB,TY C,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 3.00 EA 1,950.00 5,850.00 9.00 17,550.00 9.00 17,550.00 - - 72 CB,TY A,4'DIA,EJIW 1051 F&L(0)OR NN R-1712 F&L(0) 1.00 EA 2,900.00 2,900.00 4.00 11,600.00 4.00 11,600.00 - - 73 INLET,TY A,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 2.00 EA 3,250.00 6,500.00 12.00 39,000.00 12.00 39,000.00 - - 74 MH,TY A,4'DIA W/EJIW 1051 F&L(C)OR NN R-1712 F&L(( 6.00 EA 3,000.00 18,000.00 5.00 15,000.00 5.00 15,000.00 - - 75 MH,TY A,5'DIA W/EJIW 1051 F&L(C)OR NN R-1712 F&L(( 2.00 EA 3,500.00 7,000.00 1.00 3,500.00 1.00 3,500.00 - - 76 NN R-1712 F&L(C)OR EJIW 1051 F&L(C) 45.00 EA 250.00 11,250.00 45.00 11,250.00 45.00 11,250.00 - - 77 NN R-3010 L GRATE OR EJIW 7010 M4 GRATE 6.00 EA 350.00 2,100.00 4.00 1,400.00 4.00 1,400.00 - - 78 NEENAH 1878 FRAME AND LID 1.00 EA 2,000.00 2,000.00 - - - - - 79 CATCH BASINS TO BE ADJUSTED 5.00 EA 425.00 2,125.00 2.00 850.00 2.00 850.00 - - 80 CATCH BASINS TO BE RECONSTRUCTED 1.00 EA 1,300.00 1,300.00 - - - - 81 MANHOLES TO BE ADJUSTED 1.00 EA 425.00 425.00 8.00 3,400.00 8.00 3,400.00 - - 82 MANHOLES TO BE RECONSTRUCTED 7.00 EA 1,300.00 9,100.00 - - - 83 INLETS TO BE ADJUSTED 1.00 EA 325.00 325.00 1.00 325.00 1.00 325.00 - - 84 VALVE VAULTS TO BE ADJUSTED 1.00 EA 425.00 425.00 3.00 1,275.00 3.00 1,275.00 - - 85 VALVE VAULTS TO BE REMOVED 1.00 EA 500.00 500.00 25.00 12,500.00 25.00 12,500.00 - - 86 VALVE BOXES TO BE ADJUSTED 1.00 EA 150.00 150.00 7.00 1,050.00 7.00 1,050.00 - - 87 VALVE BOXES TO BE REMOVED 1.00 EA 500.00 500.00 5.00 2,500.00 5.00 2,500.00 - - 88.FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) 45.00 EA 600.00 27,000.00 105.00 63,000.00 105.00 63,000.00 - - 89 REMOVING CATCH BASINS 6.00 EA 500.00 3,000.00 8.00 4,000.00 8.00 4,000.00 - - 90 REMOVING INLETS 2.00 EA 300.00 600.00 2.00 600.00 2.00 600.00 - - ' Page 4 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 91 REMOVING MANHOLES TO MAINTAIN FLOW 4.00 EA 600.00 2,400.00 2.00 1,200.00 2.00 1,200.00 92 REMOVING CATCH BASINS TO MAINTAIN FLOW 1.00 EA 600.00 600.00 - - 93 REMOVING INLETS TO MAINTAIN FLOW 1.00 EA 300.00 300.00 - - - 94- FILLING MANHOLES 1.00 EA 500.00 500.00 1.00 500.00 1.00 500.00 - 95 FILLING CATCH BASINS 1.00 EA 500.00 500.00 2.00 1,000.00 2.00 1,000.00 - 96 FILLING INLETS 9.00 EA 200.00 1,800.00 5.00 1,000.00 5.00 1,000.00 - - 97 CONCRETE CURB,TYPE B(BUFF COLOR) 60.00 FT 33.54 2,012.40 69.20 2,320.97 69.20 2,320.97 - - 98 COMB CONCRETE CURB&GUTTER,TY B-6.18 4,323.00 FT 27.58 119,228.34 5,000.70 137,919.31 5,000.70 137,919.31 - - 99 ABOVEGROUND STORAGE TANK REMOVAL 1.00 LS 1,250.00 1,250.00 1.00 1,250.00 1.00 1,250.00 - - 100 REMOVAL&DISPOSAL OF HEATING OIL>100 GALLONS . 50.00 GAL 8.00 400.00 100.00 800.00 100.00 800.00 - - 101 REM&DISPOSAL OF IMPACTED DEBRIS OR SOIL>10 Th 5.00 TON 45.00 225.00 - - - - 102 ENGINEERS FIELD OFFICE,TYPE A 12.00 MO 2,100.00 25,200.00 12.00 25,200.00 12.00 25,200.00 - - 103 MOBILIZATION 1.00 LS 170,000.00 170,000.00 1.00 170,000.00 1.00 170,000.00 0.00 - 104 TRAFFIC CONTROL AND PROTECTION 1.00 LS 13,400.00 13,400.00 1.000 13,400.00 1.000 13,400.00 - - 105 ARROW BOARDS 4.00 EA 4,275.00 17,100.00 4.00 17,100.00 4.00 17,100.00 - - 106 INFORMATIONAL SIGN FABRICATION 35.00 SF 12.00 420.00 - - - 107 SIGN PANEL-TYPE 1 352.00 SF 21.95 7,726.40 210.00 4,609.50 210.00 4,609.50 - - 108 REMOVE SIGN PANEL ASSEMBLY-TYPE A 66.00 EA 35.00 2,310.00 59.00 2,065.00 59.00 2,065.00 - - 109 REMOVE SIGN PANEL-TYPE 1 402.00 SF 10.00 4,020.00 361.90 3,619.00 361.90 3,619.00 - - 110 BEACON DOMUS POLE 10' 1.00 EA 1,100.00 1,100.00 11.00 12,100.00 11.00 12,100.00 - - 111 BEACON DOMUS POLE 12' 17.00 EA 1,200.00 20,400.00 - - - 112 BEACON DOMUS POLE 14' 4.00 EA 1,300.00 5,200.00 - - - - - 113 FOUNDATION FOR BEACON DOMUS POLE 22.00 EA 500.00 11,000.00 17.00 8,500.00 17.00 8,500.00 - - EXTRUDED CHANNEL FRAME W/ALUMINUM BACKPLATE 114 66.00 EA 350.00 23,100.00 56.00 19,600.00 56.00 19,600.00 - - <2 SF(BACKPLATE&FRAME PAINTED BLACK) EXTRUDED CHANNEL FRAME W/ALUMINUM BACKPLATE 115 10.00 EA 515.00 5,150.00 8.00 4,120.00 8.00 4,120.00 - - >2 SF&<4 SF(BACKPLATE&FRAME PAINTED BLACK) .EX112UDED CHANNEL FRAME W/ALUMINUM BACKPLATE 116 40.00 EA 775.00 31,000.00 18.00 13,950.00 18.00 13,950.00 - - ' >4 SF(BACKPLATE&FRAME PAINTED BLACK) 117 EPDXY PAVEMENT MARKING-LETTERS AND SYMBOLS 538.00 SF 2.75 1,479.50 494.10 1,358.78 494.10 1,358.78 - - Page 5 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 118 EPDXY PAVEMENT MARKING-LINE 4" 3,005.00 FT 0.70 2,103.50 2,901.00 2,030.70 2,901.00 2,030.70 - - 119 EPDXY PAVEMENT MARKING-LINE 6" 1,461.00 FT 1.05 1,534.05 1,885.10 1,979.36 1,885.10 1,979.36 - 120 EPDXY PAVEMENT MARKING-LINE 24" 336.00 FT 4.20 1,411.20 293.40 1,232.28 • 293.40 1,232.28 - - 121 PAINT PAVEMENT MARKING-LINE 6" 1,476.00 FT 1.05 1,549.80 - - - - 122 PAVEMENT MARKING REMOVAL 1,476.00 SF 2.00 2,952.00 557.20 1,114.40 557.20 1,114.40 - 123 PEDESTRIAN LIGHT POLE 27.00 EA 4,240.00 114,480.00 26.00 110,240.00 26.00 110,240.00 - - 124 CONDUIT IN TRENCH,3"DIA.,GALVANIZED STEEL 232.00 FT 11.15 2,586.80 192.00 2,140.80 192.00 2,140.80 - - 125 CONDUIT IN TRENCH,4"DIA.,GALVANIZED STEEL 60.00 FT 16.50 990.00 576.00 9,504.00 576.00 9,504.00 - - 126 CONDUIT IN TRENCH,6"DIA.,GALVANIZED STEEL 68.00 FT 42.40 2,883.20 79.50 3,370.80 79.50 3,370.80 - - 127 CIT,3/4"DIA.,COILABLE NONMETALLIC CONDUIT 676.00 FT 3.20 2,163.20 905.50 2,897.60 905.50 2,897.60 - - 128 CIT,2"DIA.,COILABLE NONMETALLIC CONDUIT 3,969.00 FT 3.80 15,082.20 4,946.50 18,796.70 4,946.50 18,796.70 - - 129 HANDHOLE 2.00 EA 1,200.00 2,400.00 4.00 4,800.00 4.00 4,800.00 - - 130 HANDHOLE TO BE ADJUSTED 15.00 EA 750.00 11,250.00 25.00 18,750.00 25.00 18,750.00 - - 131 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#11 5,639.00 FT 0.75 4,229.25 3,665.00 2,748.75 3,665.00 2,748.75 - - 132 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#8 3,279.00 FT 0.95 3,115.05 3,094.00 2,939.30 3,094.00 2,939.30 - - 133 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#6 7,854.00 FT 1.25 9,817.50 8,110.00 10,137.50 8,110.00 10,137.50 - - 134 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#4 8,184.00 FT 1.70 13,912.80 8,856.00 15,055.20 8,856.00 15,055.20 - - 135 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#2 1,379.00 FT 2.20 3,033.80 2,968.00 6,529.60 2,968.00 6,529.60 - - 136 TRENCH AND BACKFILL FOR ELECTRICAL WORK 4,049.00 FT 3.00 12,147.00 3,927.00 11,781.00 3,927.00 11,781.00 - - 137 LIGHT POLE FOUNDATION,24"DIAMETER 291.00 FT 150.00 43,650.00 297.50 44,625.00 297.50 44,625.00 - - 138 LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET 36.00 FT 175.00 6,300.00 - - - - - 139 LIGHT POLE FOUND CONNECT TO TOP SLAB OF VAULT 1.00 EA 3,000.00 3,000.00 - - - - - 140 LIGHT POLE FOUND CONNECT TO VAULT FLOOR SLAB 1.00 EA 3,000.00 3,000.00 1.00 3,000.00 1.00 3,000.00 - - 141 CIRCUIT BREAKER,1 POLE,20 AMP,IN ELC 3.00 EA 125.00 375.00 3.00 375.00 3.00 375.00 - 142 CIRCUIT BREAKER,2 POLES,20 AMP,IN ELC 2.00 EA 125.00 250.00 5.00 625.00 5.00 625.00 - - 143 DRILL EXISTING HANDHOLE 14.00 EA 300.00 4,200.00 12.00 3,600.00 12.00 3,600.00 - - 144 DETECTOR LOOP,TYPE I 342.00 FT 22.00 7,524.00 329.00 7,238.00 329.00 7,238.00 - - 145"REMOVE EXISTING HANDHOLE 19.00 EA 388.00 7,372.00 13.00 5,044.00 13.00 5,044.00 - ' 146 REMOVE EXISTING LIGHTING SYSTEM 1.00 LS 7,566.00 7,566.00 1.00 7,566.00 1.00 7,566.00 - - 147 RELOCATE EXISTING PEDESTRIAN LIGHT POLE 20.00 EA 500.00 10,000.00 22.00 11,000.00 22.00 11,000.00 - - Page 6 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 148 ROADWAY LIGHT POLE 3.00 EA 5,285.00 15,855.00 3.00 15,855.00 3.00 15,855.00 - - 149 RELOCATE EXISTING ROADWAY LIGHT POLE 5.00 EA 700.00 3,500.00 5.00 3,500.00 5.00 3,500.00 - 150 PAINT ST LIGHT POLE W/SINGLE LIGHT FIXTURE(14') 30.00 EA 380.00 11,400.00 25.00 9,500.00 25.00 9,500.00 - - 151 PAINT ST LIGHT POLE W/DUAL LIGHT FIXTURE(14') 30.00 EA 440.00 13,200.00 54.00 23,760.00 54.00 23,760.00 - 152 PAINT ST LIGHT POLE W/SINGLE LIGHT FIXTURE(30') 10.00 EA 595.00 5,950.00 4.00 2,380.00 4.00 2,380.00 - - 153 DEBRIS REMOVAL 15.00 CY 170.32 2,554.80 90.00 15,328.80 90.00 15,328.80 - - 154 ENGINEERED SOIL 465.00 CY 105.00 48,825.00 427.70 44,908.50 427.70 44,908.50 - - 155 PLANTING SOIL MIX 415.00 CY 70.00 29,050.00 430.70 30,149.00 430.70 30,149.00 - - 156 SOIL CONDITIONER,3" 680.00 SY 6.75 4,590.00 680.00 4,590.00 680.00 4,590.00 - - 157 SHREDDED HARDWOOD MULCH,3" 1,335.00 SY 5.00 6,675.00 1,225.00 6,125.00 1,225.00 6,125.00 - - 158 LANDSCAPE MAINTENANCE 12.00 MO 400.00 4,800.00 12.00 4,800.00 12.00 4,800.00 - - 159 ACER FREEMAN!!'DTR 102',3"CAL 8.00 EA 334.00 2,672.00 6.00 2,004.00 6.00 2,004.00 - - 160 GINKGO BILOBA'MAGYAR',3"CAL 6.00 EA 545.00 3,270.00 6.00 3,270.00 6.00 3,270.00 - - 161 GYMNOCLADUS DIOICUS,3'CAL 1.00 EA 494.00 494.00 - - - - - 162 PLATANUS X ACERIFOLIA'MORTON THORNHILL',4"CA 7.00 EA 560.00 3,920.00 7.00 3,920.00 7.00 3,920.00 - - 163 AMELANCHIER GRANDIFLORA'FOREST PRINCE' 26.00 EA 250.00 6,500.00 26.00 6,500.00 26.00 6,500.00 - - 164 PYRUS CALLERYANA'CHANTICLEER',2.5 CAL 20.00 EA 318.00 6,360.00 20.00 6,360.00 20.00 6,360.00 - - 165 SYRINGA RETICULATA'IVORY SILK,2.5 CAL 31.00 EA 350.00 10,850.00 31.00 10,850.00 31.00 10,850.00 - - 166 BUXUS SEMPER VIRENS WILSON' 6.00 EA 75.00 450.00 6.00 450.00 6.00 450.00 - - 167 HYDRANGEA ARBORESCESNS'ANNABELLE',3 GAL 89.00 EA 40.00 3,560.00 84.00 3,360.00 84.00 3,360.00 - - 168 HYDRANGEA PANICULATA'LIMELIGHT,5 GAL 19.00 EA 42.00 798.00 38.00 1,596.00 38.00 1,596.00 - - 169 MAGNOLIA X LILIIFLORA,T HT 6.00 EA 334.00 2,004.00 6.00 2,004.00 6.00 2,004.00 - - 170 PHYSOCARPUS'SUMMER WINE' 21.00 EA 55.00 1,155.00 21.00 1,155.00 21.00 1,155.00 - - 171 RHUS AROMATICA'GRO-LOW',3 GAL 165.00 EA 37.00 6,105.00 147.00 5,439.00 147.00 5,439.00 - - 172 RIBES ALPINUM,3 GAL 90.00 EA 38.00 3,420.00 109.00 4,142.00 109.00 4,142.00 - - 173 SYRINGA VULGARIS RALPH'S DWARF 23.00 EA 50.00 1,150.00 17.00 850.00 17.00 850.00 - - 174 DESCHAMPSIA CAESPITOSA,1 GAL 217.00 EA 11.00 2,387.00 217.00 2,387.00 217.00 2,387.00 - - 175.HELICTOTRICHON SEMPER VIRENS'SAPPHIRE' 22.00 EA 11.00 242.00 22.00 242.00 22.00 242.00 - - 176 PANICUM VIRGATUM'SHENANDOAH',2 GAL 321.00 EA 18.00 5,778.00 298.00 5,364.00 298.00 5,364.00 - - 177 PENNISETUM SETACEUM RUBRUM,2 GAL 30.00 EA 20.00 600.00 30.00 600.00 30.00 600.00 - - Page 7 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Pr Xi1 j , 4 Fax: (847)669-5529 CONTRACTORS . INC SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 178 SPOROBOLIS HETEROLEPSIS,2 GAL 282.00 EA 10.00 2,820.00 226.00 2,260.00 226.00 2,260.00 - 179 ECHINACEA'AFTER MIDNIGHT,1 GAL 63.00 EA 16.00 1,008.00 63.00 1,008.00 63.00 1,008.00 - 180 ECHINACEA TWILIGHT,1 GAL 107.00 EA 14.00 1,498.00 107.00 1,498.00 107.00 1,498.00 181 HEMEROCALLIS'STRAWBERRY CANDY',1 GAL 64.00 EA 11.00 704.00 64.00 704.00 64.00 704.00 182 HEMEROCALLIS'BLACK EYED STELLA',1 GAL 89.00 EA 14.00 1,246.00 45.00 630.00 45.00 630.00 - 183 HEMEROCALLIS'BELA LUGOSI',1 GAL 48.00 EA 10.00 480.00 48.00 480.00 48.00 480.00 184 HEMEROCALLIS'ROCKET CITY',1 GAL 176.00 EA 11.00 1,936.00 160.00 1,760.00 160.00 1,760.00 185 HEUCHERA'LIME RICKY',1 GAL 124.00 EA 12.00 1,488.00 108.00 1,296.00 108.00 1,296.00 - 186 HEUCHERA'SILVER SCROLLS' 12.00 EA 12.00 144.00 12.00 144.00 12.00 144.00 - 187 HOSTA ESKIMO PIE',1 GAL 54.00 EA 27.00 1,458.00 - - - - 188 NEPETA'SIX HILLS GIANT,1 GAL 110.00 EA 10.00 1,100.00 110.00 1,100.00 110.00 1,100.00 - - 189 ORIGANUM LAEVIGATUM ROSENKUPPEL',1 GAL 27.00 EA 11.00 297.00 27.00 297.00 27.00 297.00 - - 190 SEDUM'BLACK JACK',1 GAL 49.00 EA 21.00 1,029.00 49.00 1,029.00 49.00 1,029.00 - - 191 RUDBECKIA FULGIDA'GOLDSTURM',1 GAL 114.00 EA 9.00 1,026.00 114.00 1,026.00 114.00 1,026.00 - - 192 VERONICA X'ROYAL CANDLES',1 GAL 87.00 EA 10.00 870.00 87.00 870.00 87.00 870.00 - - 193 AJUGA REPTANS'MAHOGANY',TOP SIZE 168.00 EA 10.00 1,680.00 156.00 1,560.00 156.00 1,560.00 - - 194 EUONYMUS FORTUNE! VAR. 'COLORATUS', TOP SIZ 264.00 EA 3.00 792.00 264.00 792.00 264.00 792.00 - - 195 HEDERA COLCHICA'SULFUR HEART,TOP SIZE 1,064.00 EA 2.75 2,926.00 1,064.00 2,926.00 1,064.00 2,926.00 - - 196 HEDERA HELIX THORNDALE',TOP SIZE 144.00 EA 2.75 396.00 144.00 396.00 144.00 396.00 - - 197 ALLIUM AFLUTANENSE'PURPLE SENSATION', TOP SIZE 1,164.00 EA 5.00 5,820.00 1,030.00 5,150.00 1,030.00 5,150.00 - - 198 CROCUS LARGE GRAND COLLECTION,TOP SIZE 3,328.00 EA 2.00 6,656.00 3,328.00 6,656.00 3,328.00 6,656.00 - - 199 HYACINTHUS'PINK FESTIVAL',TOP SIZE 440.00 EA 4.00 1,760.00 408.00 1,632.00 408.00 1,632.00 - - 200 HYACINTHUS WOODSTOCK',TOP SIZE 444.00 EA 3.00 1,332.00 432.00 1,296.00 432.00 1,296.00 - 201 NARCISSUS'KING ALFRED',DN 1 772.00 EA 3.00 2,316.00 684.00 2,052.00 684.00 2,052.00 - - 202 HEDERA COLCHICA VARIEGATA' 224.00 EA 2.75 616.00 224.00 616.00 224.00 616.00 - - 203 HERMEROCALLIS'BLACK EYED STELLA' 280.00 EA 14.50 4,060.00 224.00 3,248.00 224.00 3,248.00 - - 204 HYACINTHUS'BLUE JACKET' 560.00 EA 2.75 1,540.00 560.00 1,540.00 560.00 1,540.00 - - 205.IPOMOEA BATATAS'BLACKIE' 84.00 EA 6.00 504.00 - - - - - - 206 IPOMDEA BATATAS'MARGUERITE' 84.00 EA 6.00 504.00 - - - - - - 207 PANICUM VIRGATUM'SHENANDOAH' 42.00 EA 12.00 504.00 42.00 504.00 42.00 504.00 - - Page 8 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 208 PHLOX PANICULATA'EVA CULLUM' 168.00 EA 14.00 2,352.00 168.00 2,352.00 168.00 2,352.00 - - 209 TULIPA'COULEUR CARDINAL',TOP SIZE 448.00 EA 2.75 1,232.00 448.00 1,232.00 448.00 1,232.00 - - 210 UNIT PAVERS,CLAY 35,025.00 SF 4.74 166,018.50 30,985.20 146,869.85 30,985.20 146,869.85 - - 211 UNIT PAVERS,CLAY CROSSWALK 5,320.00 SF 6.74 35,856.80 5,140.50 34,646.97 5,140.50 34,646.97 - - 212 UNIT PAVERS,TRUNCATED DOME 880.00 SF 9.74 8,571.20 851.80 8,296.53 851.80 8,296.53 - - 213 EXISTING CROSSWALK PAVER SEALANT 9,145.00 SF 2.10 19,204.50 - - - - 214 PAVER GRATES 49.00 EA 2,535.47 124,238.03 48.00 121,702.56 48.00 121,702.56 - - 215 CONCRETE PLANTER CURB(BUFF COLOR) 2,193.00 FT 34.42 75,483.06 1,981.00 68,186.02 1,981.00 68,186.02 - - 216 ORNAMENTAL METAL FENCE,18"HT. 2,043.00 FT 89.42 182,685.06 1,798.90 160,857.64 1,798.90 160,857.64 - - 217 ORNAMENTAL METAL FENCE,48"HT. 10.00 FT 122.31 1,223.10 - - - - 218 BENCH 5.00 EA 1,909.45 9,547.25 5.00 9,547.25 5.00 9,547.25 - - 219 TRASH RECEPTACLES 11.00 EA 1,934.36 21,277.96 11.00 21,277.96 11.00 21,277.96 - - 220 RECYCLING RECEPTACLES 11.00 EA 1,934.36 21,277.96 11.00 21,277.96 11.00 21,277.96 - - 221 BICYCLE RACKS 4.00 EA 1,517.00 6,068.00 4.00 6,068.00 4.00 6,068.00 - - 222 ASH URNS 2.00 EA 692.02 1,384.04 2.00 1,384.04 2.00 1,384.04 - - 223 INFORMATION KIOSKS 2.00 EA 9,000.00 18,000.00 2.00 18,000.00 2.00 18,000.00 - - 224 REMOVE AND REINSTALL FLAGPOLE 3.00 EA 1,796.16 5,388.48 3.00 5,388.48 3.00 5,388.48 - - 225 IRRIGATION SYSTEM 14,170.00 SF 5.17 73,258.90 14,170.00 73,258.90 14,170.00 73,258.90 - - 226 BACKFLOW PREVENTER(RPZ),2 INCH 2.00 EA 4,500.00 9,000.00 1.00 4,500.00 1.00 4,500.00 - - 227 WATER VALVE ASSEMBLY 2.00 EA 2,500.00 5,000.00 1.00 2,500.00 1.00 2,500.00 - - 228 Y PVC MAINLINE IRRIGATION PIPE 4,500.00 FT 6.00 27,000.00 4,500.00 27,000.00 4,500.00 27,000.00 - - 229 IRRIGATION MAINTENANCE 1.00 LS 875.00 875.00 1.00 875.00 1.00 875.00 - - 230 DUST CONTROL-MECHANICAL SWEEPING 35.00 EA 255.00 8,925.00 5.00 1,275.00 5.00 1,275.00 - - 231 DUST CONTROL-WATERING W/CALCIUM CHLORIDE 150.00 UNIT 0.01 1.50 - - - - 232 MISC ELECTRICAL AND PRIVATE UTILITY EXPENSE 30,000.00 ALW 1.00 30,000.00 41,237.88 41,237.88 41,237.88 41,237.88 - - 233 MISCELLANEOUS WORK 100,000.00 ALW 1.00 100,000.00 110,866.46 110,866.46 110,866.46 110,866.46 - - 234 SEWER,DUCTILE IRON PIPE(DIP),8' FT 115.00 - 118.00 13,570.00 118.00 13,570.00 - - 235,MATERIAL ALLOWANCE IS 1.00 - 3,177.00 3,177.00 3,177.00 3,177.00 - - 236 PAVER GRATES,INSTALL ONLY EA 557.27 - 11.00 6,129.97 11.00 6,129.97 - - 237 TEMPORARY DETECTOR LOOPS LF 34.00 - 85.00 2,890.00 85.00 2,890.00 - - ' Page 9 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 238(PAINT PAVEMENT MARKING-LINE 4" LF 2.18 - 1,694.00 3,659.04 1,694.00 3,659.04 - 239 BASE COURSE 5"FOR CURB WEDGE SY 44.20 - 466.40 20,614.88 466.40 20,614.88 - - 240 2"GRS IN TRENCH FT 11.25 - 45.00 506.25 45.00 506.25 - - 241 SOD RESTORATION SY 11.85 - 481.40 5,704.59 481.40 5,704.59 - - 242 TEMPORARY PAVEMENT MARKING TAPE FT 1.50 - 331.00 496.50 331.00 496.50 - - 243 REMOVE&REPLACE FURNACE DUCT @ 23 DOUGLAS ER 148.50 - 16.00 2,376.00 16.00 2,376.00 - - 244 INJECTION WATERPROOFING LS 6,550.00 - 1.00 6,550.00 1.00 6,550.00 - - ALTERNATE A - - - - - 1 TREE PROTECTION 10.00 EACH 77.17 771.70 - - - 2 TREE ROOT PRUNING 10.00 EACH 90.00 900.00 - - - - 3 EARTH EXCAVATION 1,400.00 CU YD 36.42 50,988.00 423.10 15,409.30 423.10 15,409.30 - - 4 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL 145.00 CU YD 39.93 5,789.85 - - - - 5 POROUS GRANULAR EMBANKMENT,SUBGRADE 145.00 CU YD 38.31 5,554.95 11.00 421.41 11.00 421.41 - - 6 EXPLORATION TRENCH 72"DEPTH 150.00 FOOT 65.00 9,750.00 24.00 1,560.00 24.00 1,560.00 - - 7 INLET FILTERS 15.00 EACH 130.00 1,950.00 10.00 1,300.00 10.00 1,300.00 - - 8 SUB-BASE GRANULAR MATERIAL,TYPE B 4" 1,917.00 SQYD 7.69 14,741.73 2,157.40 16,590.41 2,157.40 16,590.41 - - 9 SUB-BASE GRANULAR MATERIAL,TYPE B 6" 868.00 SO YD 9.37 8,133.16 1,667.10 15,620.73 1,667.10 15,620.73 - - 10 PORTLAND CEMENT CONCRETE BASE COURSE 9" 1,077.00 SQYD 47.52 51,179.04 67.30 3,198.10 67.30 3,198.10 - - 11 HIGH-EARLY-STRENGTH PCC BASE COURSE 9" 276.00 SQYD 65.57 18,097.32 1,104.50 72,422.07 1,104.50 72,422.07 - - 12 PC CONCRETEUNDERLAYMENT5" 8,150.00 SOFT 4.75 38,712.50 7,397.60 35,138.60 7,397.60 35,138.60 - - 13 BITUMINOUS MATERIALS(PRIME COAT) 232.00 3ALLOI 0.25 58.00 337.70 84.43 337.70 84.43 - - 14 HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 400.00 TON 62.00 24,800.00 389.98 24,178.76 389.98 24,178.76 - - 15 HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 355.00 TON 68.00 24,140.00 411.25 27,965.00 411.25 27,965.00 - - 16 INCIDENTAL HOT-MIX ASPHALT SURFACING 15.00 TON 216.70 3,250.50 212.35 46,016.25 212.35 46,016.25 - - 17 HIGH-EARLY-STRENGTH PCC PVMT 13"(BUFF COLOR) 60.00 SQYD 274.12 16,447.20 33.60 9,210.43 33.60 9,210.43 - - 18 PCC DRIVEWAY PAVEMENT,8"(BUFF COLOR) 351.00 SQYD 64.62 22,681.62 348.10 22,494.22 348.10 22,494.22 - - 19.PROTECTIVE COAT 5,000.00 SQYD 0.85 4,250.00 573.60 487.56 573.60 487.56 - - 20 PCC SIDEWALK 5" 75.00 SOFT 5.67 425.25 106.50 603.86 106.50 603.86 - - 21 PCC SIDEWALK 5"(BUFF COLOR) 9,103.00 SOFT 7.07 64,358.21 6,710.50 47,443.24 6,710.50 47,443.24 - - __J Page 10 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 , Huntley,IL 60142 4 s Fax: (847)669-5529 C U N I N A C I U N S . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 22 PCC SIDEWALK 5"-ADA(RED STAMPED CONCRETE) 20.00 SOFT 10.66 213.20 - - - - 23 PAVEMENT REMOVAL 1,893.00 SOYD 17.46 33,051.78 2,164.70 37,795.66 2,164.70 37,795.66 - 24 HOT-MIX ASPHALT SURFACE REMOVAL,41/4" 1,969.00 SOYD 3.25 6,399.25 2,421.10 7,868.58 2,421.10 7,868.58 - - 25 DRIVEWAY PAVEMENT REMOVAL 291.00 SOYD 10.90 3,171.90 44.60 486.14 44.60 486.14 - 26 COMBINATION CURB AND GUTTER REMOVAL 1,879.00 FOOT 8.60 16,159.40 1,516.10 13,038.46 1,516.10 13,038.46 - 1 27 SIDEWALK REMOVAL 9,222.00 SOFT 1.96 18,075.12 11,374.50 22,294.02 11,374.50 22,294.02 - 28 CLASS C PATCHES,9 INCH 80.00 SOYD 58.36 4,668.80 145.60 8,497.22 145.60 8,497.22 - 29 HIGH-EARLY STRENGTH CLASS C PATCHES,9 INCH 60.00 SOYD 60.76 3,645.60 158.30 9,618.31 158.30 9,618.31 - 30 CONCRETE REMOVAL 15.00 CU YD 287.01 4,305.15 - - - 31 SEWER-REINFORCED CONCRETE PIPE(RCCP)-12" 182.00 FOOT 105.00 17,010.00 251.80 26,439.00 251.80 26,439.00 - 32 SEWER-REINFORCED CONCRETE PIPE(RCCP)-15" 43.00 FOOT 120.00 5,160.00 40.00 4,800.00 40.00 4,800.00 - - 33 SEWER-DUCTILE IRON PIPE(DIP)-12" 175.00 FOOT 149.00 26,075.00 251.80 37,518.20 251.80 37,518.20 - - 34 SANITARY SERVICE CONNECTION 1.00 EACH 1,300.00 1,300.00 - - - - 35 FOUNDATION CORING-3"DIAMETER OR LESS 2.00 EACH 500.00 1,000.00 - - - - 36 FOUNDATION CORING-3"TO 12"DIAMETER 2.00 EACH 700.00 1,400.00 11.00 7,700.00 11.00 7,700.00 - - 37 FIRE HYDRANTS TO BE MOVED 2.00 EA 2,650.00 5,300.00 1.00 2,650.00 1.00 2,650.00 - - 38 FIRE HYDRANTS TO REMOVED 2.00 EA 1,500.00 3,000.00 - - - - 39 DUCTILE IRON FITTINGS 5.00 LB 50.00 250.00 - - - - 40 WATER MAIN 6" 5.00 FT 150.00 750.00 5.00 750.00 5.00 750.00 - - 41 POLYETHYLENE WRAP 8" 5.00 FT 50.00 250.00 - - - - 42 BUFFALO BOX REMOVAL 5.00 EA 100.00 500.00 5.00 500.00 5.00 500.00 - - 43 WATER SERVICE LINE 2" 15.00 FT 125.00 1,875.00 5.00 625.00 5.00 625.00 - - 44 WATER MAIN REMOVAL 6" 15.00 FT 35.00 525.00 9.00 315.00 9.00 315.00 - - 45 WATER MAIN REMOVAL 8" 40.00 FT 35.00 1,400.00 14.00 490.00 14.00 490.00 - - 46 STORM SEWER REMOVAL 8" 10.00 FT 25.00 250.00 - - - - 47 STORM SEWER REMOVAL 12" 10.00 FT 25.00 250.00 - - - - 48 CONTROLLED LOW-STRENGTH MATERIAL 15.00 CY 125.00 1,875.00 - - - - 49.BUFFALO BOX REMOVAL 1.00 EA 280.00 280.00 - - - - • 50 PIPEUNDERDRAINS4" 1,484.00 FT 10.00 14,640.00 - - - 51 CB,TY A,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 10.00 EA 2,900.00 29,000.00 10.00 29,000.00 10.00 29,000.00 - - Page 11 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 4 i Fax: (847)669-5529 CONIRACILINS . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 52 CB,TY C,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 5.00 EA 1,950.00 9,750.00 4.00 7,800.00 4.00 7,800.00 53 MH,TY A,4'DIA W/EJIW 1051 F&L(C)OR NN R-1712 F&L(C 1.00 EA 3,000.00 3,000.00 1.00 3,000.00 1.00 3,000.00 - 54 MH,TY A,5'DIA W/EJIW 1051 F&L(C)OR NN R-1712 F&L(( 1.00 EA 3,500.00 3,500.00 1.00 3,500.00 1.00 3,500.00 - 55 NN R-1712 F&L(C)OR EJIW 1051 F&L(C) 23.00 EA 250.00 5,750.00 5.00 1,250.00 5.00 1,250.00 - - 56 NN R-3010 L GRATE OR EJIW 7010 M4 GRATE 1.00 EA 350.00 350.00 - - - - 57 CATCH BASINS TO BE RECONSTRUCTED 1.00 EA 800.00 800.00 - - 58 MANHOLES TO BE ADJUSTED 1.00 EA 325.00 325.00 1.00 325.00 1.00 325.00 59 MANHOLES TO BE RECONSTRUCTED 9.00 EA 1,300.00 11,700.00 9.00 11,700.00 9.00 11,700.00 60 VALVE VAULTS TO BE ADJUSTED 1.00 EA 325.00 325.00 - - 61 VALVE VAULTS TO BE REMOVED 1.00 EA 500.00 500.00 2.00 1,000.00 2.00 1,000.00 62 VALVE BOXES TO BE ADJUSTED 1.00 EA 50.00 50.00 - - 63 VALVE BOXES TO BE REMOVED 1.00 EA 200.00 200.00 - - 64 FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) 23.00 EA 600.00 13,800.00 23.00 13,800.00 23.00 13,800.00 65 REMOVING CATCH BASINS 1.00 EA 500.00 500.00 5.00 2,500.00 5.00 2,500.00 ~ 66 REMOVING INLETS 1.00 EA 300.00 300.00 - - 67 REMOVING MANHOLES TO MAINTAIN FLOW 3.00 EA 500.00 1,500.00 2.00 1,000.00 2.00 1,000.00 - - 68 REMOVING INLETS TO MAINTAIN FLOW 2.00 EA 300.00 600.00 - - - - 69 FILLING MANHOLES 1.00 EA 500.00 500.00 3.00 1,500.00 3.00 1,500.00 - - 70 FILLING CATCH BASINS 1.00 EA 500.00 500.00 4.00 2,000.00 4.00 2,000.00 - - 71 FILLING INLETS 8.00 EA 300.00 2,400.00 2.00 600.00 2.00 600.00 - - 72 CONCRETE CURB,TYPE B(BUFF COLOR) 25.00 FT 34.28 857.00 29.60 1,014.69 29.60 1,014.69 - - 73 COMB CONCRETE CURB&GUTTER,TYPE B-6.18 1,905.00 FT 27.58 52,539.90 2,065.10 56,955.46 2,065.10 56,955.46 - - 74 COMB CONCRETE CURB&GUTTER,TYPE M-2.18 81.00 FT 27.54 2,230.74 - - - - 75 MOBILIZATION 1.00 LS 1.00 1.00 1.00 1.00 1.00 1.00 - - , 76 TRAFFIC CONTROL AND PROTECTION 1.00 LS 600.00 600.00 1.00 600.00 1.00 600.00 - - 77 INFORMATIONAL SIGN FABRICATION 15.00 SF 12.00 180.00 - - - - - 78 SIGN PANEL-TYPE 1 96.00 SF 21.95 2,107.20 66.25 1,454.19 66.25 1,454.19 - - 79.REFAOVE SIGN PANEL ASSEMBLY-TYPE A 23.00 EA 50.00 1,150.00 21.00 1,050.00 21.00 1,050.00 - - ' 80 REMOVE SIGN PANEL-TYPE 1 134.00 SF 10.00 1,340.00 120.60 1,206.00 120.60 1,206.00 - - 81 BEACON DOMUS POLE 10' 3.00 EA 1,100.00 3,300.00 3.00 3,300.00 3.00 3,300.00 - - Page 12 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 4 Fax: (847)669-5529 CLINIHACIONS . INC SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 82 BEACON DOMUS POLE 12' 10.00 EA 1,200.00 12,000.00 - - 83 BEACON DOMUS POLE 14' 1.00 EA 1,300.00 1,300.00 - - 84 FOUNDATION FOR BEACON DOMUS POLE 12.00 EA 500.00 6,000.00 7.00 3,500.00 7.00 3,500.00 EXTRUDED CHANNEL FRAME W/ALUMINUM BACKPLATE 85 12.00 EA 350.00 4,200.00 4.00 1,400.00 4.00 1,400.00 <2 SF(BACKPLATE&FRAME PAINTED BLACK) EXTRUDED CHANNEL FRAME W/ALUMINUM BACKPLATE 86 8.00 EA 515.00 4,120.00 2.00 1,030.00 2.00 1,030.00 - - >2 SF&<4 SF(BACKPLATE&FRAME PAINTED BLACK) EXTRUDED CHANNEL FRAME W/ALUMINUM BACKPLATE 87 12.00 EA 850.00 10,200.00 9.00 7,650.00 9.00 7,650.00 - - >4 SF(BACKPLATE&FRAME PAINTED BLACK) 88 EPDXY PAVEMENT MARKING-LETTERS AND SYMBOLS 97.00 SF 5.50 533.50 - - - - 89 EPDXY PAVEMENT MARKING-LINE 4" 314.00 FT 1.80 565.20 740.00 1,332.00 740.00 1,332.00 - - 90 EPDXY PAVEMENT MARKING-LINE 6" 576.00 FT 2.70 1,555.20 701.30 1,893.51 701.30 1,893.51 - - 91 EPDXY PAVEMENT MARKING-LINE 24" 52.00 FT 10.80 561.60 48.50 523.80 48.50 523.80 - - 92 PAINT PAVEMENT MARKING-LINE 6" 612.00 FT 2.36 1,444.32 - - - - - 93 PAVEMENT MARKING REMOVAL 612.00 SF 2.00 1,224.00 7.00 14.00 7.00 14.00 - - 94 PEDESTRIAN LIGHT POLE 2.00 EA 4,240.00 8,480.00 2.00 8,480.00 2.00 8,480.00 - - 95 CONDUIT IN TRENCH,3"DIA.,GALVANIZED STEEL 50.00 FT 11.15 557.50 166.00 1,850.90 166.00 1,850.90 - - 96 CONDUIT IN TRENCH,4'DIA.,GALVANIZED STEEL 106.00 FT 16.50 1,749.00 228.00 3,762.00 228.00 3,762.00 - - 97 CONDUIT IN TRENCH,8'DIA.,GALVANIZED STEEL 35.00 FT 70.00 2,450.00 - - - - 98 CIT,3/4"DIA.,COILABLE NONMETALLIC CONDUIT 19.00 FT 3.20 60.80 - - - - 99 CIT,2"DIA.,COILABLE NONMETALLIC CONDUIT 1,455.00 FT 3.80 5,529.00 1,126.00 4,278.80 1,126.00 4,278.80 - - 100 HANDHOLE 1.00 EA 1,200.00 1,200.00 1.00 1,200.00 1.00 1,200.00 - - 101 HANDHOLE TO BE ADJUSTED 5.00 EA 750.00 3,750.00 10.00 7,500.00 10.00 7,500.00 - - 102 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#11 1,557.00 FT 0.75 1,167.75 392.50 294.38 392.50 294.38 - - 103 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#8 1,379.00 FT 0.95 1,310.05 1,371.00 1,302.45 1,371.00 1,302.45 - - 104 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#6 2,742.00 FT 1.25 3,427.50 785.00 981.25 785.00 981.25 - - 105 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#4 2,808.00 FT 1.70 4,773.60 6,018.50 10,231.45 6,018.50 10,231.45 - - 106 ELEC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C#2 60.00 FT 2.20 132.00 - - - - . 107 TRENCH AND BACKFILL FOR ELECTRICAL WORK 1,455.00 FT 3.00 4,365.00 1,092.00 3,276.00 1,092.00 3,276.00 - - 108 LIGHT POLE FOUNDATION,24"DIAMETER 96.00 FT 150.00 14,400.00 108.00 16,200.00 108.00 16,200.00 - - Page 13 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 109 LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET 7.00 FT 175.00 1,225.00 110 CIRCUIT BREAKER,1 POLE,20 AMP,IN ELC 1.00 EA 125.00 125.00 111 DETECTOR LOOP,TYPE I 120.00 FT 22.00 2,640.00 112 REMOVE EXISTING HANDHOLE 4.00 EA - - 113 REMOVE EXISTING LIGHTING SYSTEM 4.00 EA 1,000.00 4,000.00 4.00 4,000.00 4.00 4,000.00 114 RELOCATE EXISTING PEDESTRIAN LIGHT POLE 13.00 EA 500.00 6,500.00 13.00 6,500.00 13.00 6,500.00 - 115 RELOCATE EXISTING ROADWAY LIGHT POLE 4.00 EA 700.00 2,800.00 4.00 2,800.00 4.00 2,800.00 116 PAINT ST LIGHT POLE W/SINGLE LIGHT FIXTURE(14') 5.00 EA 380.00 1,900.00 - - - 117 PAINT ST LIGHT POLE W/DUAL LIGHT FIXTURE(14') 5.00 EA 440.00 2,200.00 - 118 PAINT ST LIGHT POLE W/SINGLE LIGHT FIXTURE(30') 2.00 EA 595.00 1,190.00 - - 119 DEBRIS REMOVAL 5.00 CY 170.64 853.20 - - - - 120 ENGINEERED SOIL 65.00 CY 105.00 6,825.00 56.00 5,880.00 56.00 5,880.00 - - 121 PLANTING SOIL MIX 70.00 CY 70.00 4,900.00 47.80 3,346.00 47.80 3,346.00 - 122 SHREDDED HARDWOOD MULCH,3'. 80.00 SY 5.00 400.00 48.00 240.00 48.00 240.00 - - 123 ULMUS J X W'MORTON STALWART',3'CAL 7.00 EA 363.00 2,541.00 7.00 2,541.00 7.00 2,541.00 - - 124 PYRUS CALLERYANA'CHANTICLEER',2.5 CAL 7.00 EA 318.00 2,226.00 7.00 2,226.00 7.00 2,226.00 125 BUXUS SEMPERVIRENS WILSON',3 GAL 21.00 EA 75.00 1,575.00 21.00 1,575.00 21.00 1,575.00 - - 126 HELICTOTRICHON SEMPERVIRENS 'SAPPHIRE', 2 GAI 77.00 EA 11.00 847.00 77.00 847.00 77.00 847.00 - - 127 HEUCHERA'SILVER SCROLLS',1 GAL 42.00 EA 12.00 504.00 42.00 504.00 42.00 504.00 - - 128 RUDBECKIA FULGIDA'GOLDSTURM',1 GAL 56.00 EA 9.00 504.00 56.00 504.00 56.00 504.00 - - 129 ALLIUM AFLUTANENSE 'PURPLE SENSATION', TOP SQ 154.00 EA 5.00 770.00 154.00 770.00 154.00 770.00 - - 130 HYACINTHUS WOODSTOCK' 84.00 EA 3.00 252.00 84.00 252.00 84.00 252.00 - - 131 NARCISSUS'KING ALFRED',DN 1 112.00 EA 3.00 336.00 112.00 336.00 112.00 336.00 - - 132 UNIT PAVERS,CLAY 8,150.00 SF 4.74 38,631.00 7,397.60 35,064.62 7,397.60 35,064.62 - - _ 133 UNIT PAVERS,CLAY CROSSWALK 2,145.00 SF 6.74 14,457.30 1,804.00 12,158.96 1,804.00 12,158.96 - - 134 UNIT PAVERS,TRUNCATED DOME 216.00 SF 9.74 2,103.84 216.00 2,103.84 216.00 2,103.84 - - 135 PAVER GRATES 7.00 EA 2,535.47 17,748.29 7.00 17,748.29 7.00 17,748.29 - - 136,CONCRETE PLANTER CURB(BUFF COLOR) 266.00 FT 33.55 8,924.30 266.00 8,924.30 266.00 8,924.30 - - • 137 ORNAMENTAL METAL FENCE,18-HT. 266.00 FT 89.42 23,785.72 270.20 24,161.28 270.20 24,161.28 - - 138 TRASH RECEPTACLES 3.00 EA 1,933.93 5,801.79 3.00 5,801.79 3.00 5,801.79 - - Page 14 of 16 P.O.Box 1104/11916 W Main St � �', Phone: (847)669-5474 Huntley,IL 60142 Pr ' �11'l�f- Rh Fax: (847)669-5529 CONTRACTORS. INC SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 139 RECYCLING RECEPTACLES 3.00 EA 1,933.93 5,801.79 3.00 5,801.79 3.00 5,801.79 - 140 IRRIGATION SYSTEM 710.00 SF 50.17 35,620.70 710.00 35,620.70 710.00 35,620.70 - 141 YPVC MAINLINE IRRIGATION PIPE 1,500.00 FT 6.00 9,000.00 1,500.00 9,000.00 1,500.00 9,000.00 - 142 DUST CONTROL-MECHANICAL SWEEPING 15.00 EA 250.00 3,750.00 4.00 1,000.00 4.00 1,000.00 - 143 DUST CONTROL-WATERING WITH CALCIUM CHLORIDE 50.00 UNIT 0.01 0.50 - - - 144 SEWER-DUCTILE IRON PIPE(DIP)-8" FT 115.00 - 73.00 8,395.00 73.00 8,395.00 - 145 FOUNDATION CORING GREATER THAN 12" EA 700.00 - 3.00 2,100.00 3.00 2,100.00 - - 146 PCC BASE COURSE 5" SY 44.20 - 154.00 6,806.80 154.00 6,806.80 - - ALTERNATE B - - - - 1 EARTH EXCAVATION 575.00 CY 28.29 16,266.75 1,506.50 42,618.89 1,506.50 42,618.89 - - 2 REMOVAL&DISPOSAL OF UNSUITABLE MATERIAL 380.00 CY 39.93 15,173.40 - - - - 3 POROUS GRANULAR EMBANKMENT,SUBGRADE 380.00 CY 38.31 14,557.80 50.50 1,934.66 50.50 1,934.66 - - 4 INLET FILTERS 3.00 EA 130.00 390.00 2.00 260.00 2.00 260.00 - - 5 PERIMETER EROSION BARRIER 680.00 FT 3.50 2,380.00 - - - - 6 SUB-BASE GRANULAR MATERIAL,TYPE B 4" 450.00 SY 7.69 3,460.50 106.20 816.68 106.20 816.68 - - 7 SUB-BASE GRANULAR MATERIAL,TYPE B 6" 2,003.00 SY 6.99 14,000.97 1,964.10 13,729.06 1,964.10 13,729.06 - - 8 BITUMINOUS MATERIALS(PRIME COAT) 150.00 GAL 0.25 37.50 175.00 43.75 175.00 43.75 - - 9 HOT-MIX ASPHALT BINDER CSE,IL-19.0,N50 252.00 TON 70.00 17,640.00 222.74 15,591.80 222.74 15,591.80 - - 10 HOT-MIX ASPHALT SURFACE CSE,MIX"D',N50 224.00 TON 76.00 17,024.00 282.92 21,501.92 282.92 21,501.92 - - 11 PROTECTIVE COAT 50.00 SY 0.83 41.50 - - - - 12 PCC SIDEWALK 5'(BUFF COLOR) 450.00 SF 7.07 3,181.50 443.50 3,135.55 443.50 3,135.55 - - 13 PAVEMENT REMOVAL 1,325.00 SY 4.19 5,551.75 1,250.80 5,240.85 1,250.80 5,240.85 - - 14 DRIVEWAY PAVEMENT REMOVAL 28.00 SY 10.80 302.40 12.00 129.60 12.00 129.60 - - 15 COMBINATION CURB AND GUTTER REMOVAL 35.00 FT 8.56 299.60 - - - - 16 CONCRETE BARRIER REMOVAL 40.00 FT 14.13 565.20 - - - - 17 SIDEWALK REMOVAL 75.00 SF 1.94 145.50 - - - - 18,REMOVAL OF EXISTING STRUCTURES 1.00 LS 1,239.91 1,239.91 1.00 1,239.91 1.00 1,239.91 - • - 19 CONCRETE REMOVAL 10.00 CY 287.01 2,870.10 4.25 1,219.79 4.25 1,219.79 - - 20 CONO SEGMENTAL RETAINING WALL SYSTEM 448.00 SF 22.48 10,071.04 - - - - • Page 15 of 16 • P.O.Box 1104/11916 W Main St Phone: (847)65474 El�,� � PA Huntley,IL 60142 Fax: (847)669-5529 . CRN /RACIRRS. INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST mar QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 21 SEWER-REINF CONCRETE PIPE(RCCP)-12" 231.00 FT 115.00 26,565.00 205.00 23,575.00 205.00 23,575.00 - 22 STORM SEWER REMOVAL 8" 180.00 FT 25.00 4,500.00 180.00 4,500.00 180.00 4,500.00 - 23 CB,TY A,4'-DIA,EJIW 7010 M4 GRATE OR NN R-3010 L 2.00 EA 3,100.00 6,200.00 3.00 9,300.00 3.00 9,300.00 - 24 CATCH BASIN,TYPE C,4'-DIAMETER,TYPE 8 GRATE 1.00 EA 1,900.00 1,900.00 - - - 25 PIPE UNDERDRAIN FOR STRUCTURES,6" 70.00 FT 18.00 1,260.00 50.00 900.00 50.00 900.00 - - 26 FILLING CATCH BASINS 2.00 EA 500.00 1,000.00 1.00 500.00 1.00 500.00 - - 27 CONCRETE CURB,TYPE B 850.00 FT 27.99 23,791.50 995.60 27,866.84 995.60 27,866.84 - - 28 SIGN PANEL-TYPE 1 10.00 SF 21.95 219.50 4.00 87.80 4.00 87.80 - - 29 REMOVE SIGN PANEL ASSEMBLY-TYPE A 2.00 EA 75.00 150.00 2.00 150.00 2.00 150.00 - - 30 REMOVE SIGN PANEL-TYPE 1 10.00 SF 10.00 100.00 10.00 100.00 10.00 100.00 - - 31 METAL POST-TYPE A 25.00 FT 9.00 225.00 25.00 225.00 25.00 225.00 - - 32 METAL POST-TYPE A 14.00 FT 10.00 140.00 - - - - 33 PAINT PAVEMENT MARKING-LETTERS AND SYMBOLS 40.00 SF 7.00 280.00 20.70 144.90 20.70 144.90 - - 34 PAINT PAVEMENT MARKING-LINE 4" 1,200.00 FT 2.16 2,592.00 1,219.60 2,634.34 1,219.60 2,634.34 - - 35 PLANTING SOIL MIX 530.00 CY 70.00 37,100.00 702.90 49,203.00 702.90 49,203.00 - - 36 SHREDDED HARDWOOD MULCH,3" 530.00 SY 5.00 2,650.00 702.90 3,514.50 702.90 3,514.50 - - 37 PLATAMUS X ACERIFOLIA'MORTON THORNHILL',4'CA 9.00 EA 560.00 5,040.00 9.00 5,040.00 9.00 5,040.00 - - 38 HYDRANGEA ARBORESCESNS'ANNABELLE',3 GAL 60.00 EA 46.00 2,760.00 45.00 2,070.00 45.00 2,070.00 - - 39 MAGNOLIA X LILIIFLORA'MARILLYN,T HT 3.00 EA 334.00 1,002.00 3.00 1,002.00 3.00 1,002.00 - - 40 MALUS'ORANGE CRUSH' 9.00 EA 275.00 2,475.00 9.00 2,475.00 9.00 2,475.00 - - 41 RIBES ALPINUM,3 GAL 58.00 EA 38.00 2,204.00 107.00 4,066.00 107.00 4,066.00 - - 42 SYRINGA VULGARIS'RALPH'S DWARF 37.00 EA 50.00 1,850.00 21.00 1,050.00 21.00 1,050.00 - - 43 HELICTOTRICHON SEMPERVIRENS'SAPPHIRE1 83.00 EA 11.00 913.00 83.00 913.00 83.00 913.00 - - 44 ECHINACEATWILIGHT',1 GAL 21.00 EA 14.00 294.00 21.00 294.00 21.00 294.00 - - 45 ECHINACEA'SUNDOWN',1 GAL 239.00 EA 11.00 2,629.00 239.00 2,629.00 239.00 2,629.00 - - 46 NEPETA'SIX HILLS GIANT,1 GAL 269.00 EA 10.00 2,690.00 269.00 2,690.00 269.00 2,690.00 - - 47 ORIGANUM LAEVIGATUM'ROSENKUPPEL',1 GAL 98.00 EA 11.00 1,078.00 98.00 1,078.00 98.00 1,078.00 - - 48,SEDUM'BLACK JACK',1 GAL 427.00 EA 21.00 8,967.00 427.00 8,967.00 427.00 8,967.00 - - • 49 RUDBECKIA FULGIDA'GOLDSTURM',1 GAL 154.00 EA 9.00 1,386.00 154.00 1,386.00 154.00 1,386.00 - - 50 EUO"NYMUS FORTUNEI VAR. 'COLORATUS', TOP SIZE 54.00 EA 3.00 162.00 54.00 162.00 54.00 162.00 - - ..' Page 16 of 16 P.O.Box 1104/11916 W Main St Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 SOLD TO: CITY OF ELGIN INVOICE NO.: 29017 - Final Quantities 150 DEXTER COURT INVOICE DATE: 12/16/2011 ELGIN, IL 60120 JOB NAME: 2009 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DUE 51 NARCISSUS'KING ALFRED',DN 1 1,334.00 EA 3.00 4,002.00 1,334.00 4,002.00 1,334.00 4,002.00 - - 52 IRRIGATION SYSTEM 4,715.00 SF 5.17 24,376.55 6,326.60 32,708.52 6,326.60 32,708.52 - - 53 2'PVC MAINLINE IRRIGATION PIPE 400.00 FT 6.00 2,400.00 400.00 2,400.00 400.00 2,400.00 - - 54 PANICUM VIRGATUM'SHENANDOAH',2 GAL EA 18.00 - 144.00 2,592.00 144.00 2,592.00 - - 55 HELICTOTRICHON SEMPER WRENS'SAPPHIRE' EA 11.00 - - - - - - 4,820,353.75 - 4 7��' $ 973 6 9.0 WORK COMPLETED TO DATE: $ 4,973,659.06 WORK COMPLETED THIS REQUEST: $ - 5% RETENTION WITHHELD: - SUBTOTAL: 4,973,659.06 LESS 5% RETENTION: $ - PREVIOUS PAYOUT REQUESTS: (4,699,924.43) FINAL AMOUNT DUE: $ 273,734.63 AMOUNT DUE THIS PAYMENT: $ - ill: ► DEPORT TO MAYOR &MEMBERS OF CITY COUNCIL. E L I N THE CITY IN THE SUBURBS" AGENDA ITEM: E MEETING DATE: January 11, 2012 ITEM: 2009 Central Business District Streetscape Project (Phase III) Change Order No. 1 and Final with Landmark Contractors ($159,307) OBJECTIVE: Maintain and enhance the community's infrastructure. RECOMMENDATION: Approve change order no. 1 in the amount of $159,307 and process a final check to Landmark Contractors in the amount of$273,735. BACKGROUND At the May 27, 2009 council meeting, the city council awarded the Phase 3 or 2009 Central Business District (CBD) Streetscape Project to Landmark Contractors (Bid Number 09-031). This project included a base bid and two alternates. All three were awarded and included Douglas Avenue between Chicago and Kimball, Division between Douglas and Center, Symphony be- tween Douglas and Dundee and the city parking lot at the northeast corner of Douglas and Symphony. The project was completed in early 2011 with punchlist work completed in Decem- ber 2011. OPERATIONAL ANALYSIS Several issues arose during the project which led to the city's decision to utilize the contractor already working downtown instead of mobilizing city forces or another contractor. These issues included a pavement collapse, large storm sewer televising, water main breaks and repairs to existing irrigation systems that were not directly related to the subject project. The majority of the change order is due to sidewalk vaults and issues related to sidewalk vaults. The sidewalk vault at the Donnelly building and on Division Street proved very difficult with a ground water well and the roof of the vault requiring extensive work beyond what was known at the start of the project. The sidewalk vaults on the east side of Douglas also proved challenging as well as significant utility problems which arose once the vault roofs were removed. Electrical, phone services and sanitary services are all difficult to relocate while the tenants are using the buildings and there- fore the work necessary proceeds at a slow rate. The project has been completed and has removed problem utilities and pavements from public services work load. However, land management will have more work due to the added irriga- tion and landscaping. INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS The amount of this contract and change order no. 1 with Landmark Contractors is $4,814,352.18 and $159,306.88, respectively, for a total contract amount of$4,973,659.06. The increase represents 3.31 percent over the original contract award. The change order no. 1 and final payment to Landmark Contractors for the 2009 Central Business District Streetscape Pro- ject (Phase III) totals $273,735. The Central Business District Street Resurfacing and Streetscape project began in 2007 and is funded by the Center City Tax Increment Financing (TIF) Fund,. To date, funding in the amount of$22,724,496 has been allocated to this project. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT AMOUNT AMOUNT #(S) BUDGETED AVAILABLE Central Area TIF - 262-0000-791.92-32 262000 $400,000 $400,000 2011 Central Area TIF - 262-0000-791.92-32 262000 $4,500,000 $4,500,000 2012 LEGAL IMPACT None. ALTERNATIVES The citycouncil could chose not to approve the change order and final, but would result in the pp contract not being closed out. 2 • NEXT STEPS 1. Execute change order and update the purchase order. 2. Process a final payout to Landmark and close purchase order. Originators: Joseph Evers, P.E., City Engineer Final Review: Colleen Lavery, Chief Financial Officer William A. Cogley, Corporation Counsel/Chief Development Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer Sean R. Stegall, City Manager ATTACHMENTS A. Change Order Number 1 and Final 4y OF et 4 '''; ‘1 City of Elgin Change Order • , r + �o idly .o�xci,,', ELGIN,ILLINOIS PROJECT 2009 CBD STREETSCAPE IMPROVEMENTS CHANGE ORDER No. 1 AND FINAL CONTRACT: Central Business District Streetscape Improvement, Phase 3 (2009)—Included a Base Bid and two Alternates (A and B). Base Bid included Douglas Avenue (Chicago Street to Kimball Street) and Division Street(Douglas Avenue to Center Street);Alternate A included Symphony Way (Douglas Avenue to Dundee Avenue)and Alternate B included City Parking Lot in northeast corner of Douglas Avenue and Symphony Way. Bid Number 09-031 SCOPE: This change order allows for additional construction services and materials. Exhibit A in- cludes the final quantities and descriptions of the added work and materials. REASONS FOR CHANGE: This change order was necessitated by the unforeseen discovery of a sinkhole and several sidewalk vaults. The inculsion of the above items and the increase to contract quantities were requested by the City to be included in this contract. The change is germane to the original contract as signed, is authorized by law and was not foreseeable at the time the original contract was signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: This contract is being amended to provide for additional work requested by the City. Prior to construction, a sink hole developed on Symphony Way resulted in the need for televising storm sewer, pavement removal, backfilling with appropriate ma- terial and pavement replacement. A sidewalk vault was discovered along the frontage of the Donnelly building on Division Street and efforts to modify the vault to allow the construction of the streetscape were extensive. A series of sidewalk vaults on Douglas proved difficult due to electrical issues, main- taining electric service while adding a new service to five buildings. Also, one of these vaults was in a finished condition and being used as part of a resturaunt and a small amount of interior work was needed to restore the vault to preconstruction conditions. ORIGINAL CONTRACT AMOUNT: $4,814,352.18 CHANGE ORDER No. 1 1. Symphony Way Sink Hole $17,529.33 2. Donnelly Building Sidewalk Vault $57,713.39 3. Douglas Avenue Sidewalk Vaults $44,607.13 r 4. Adjustments to Contract Pay Items $39,457.03 TOTAL FOR CHANGE ORDER NO. 1 ADD $159,306.88 TOTAL REVISED CONTRACT AMOUNT: $4,973,659.06 The original amount of the contract with Landmark Contractors, Inc. is $ 4,814,352.18. Change Order No. 1 will increase the original contract amount by a total of$159,306.88,that sum representing three and thirty-one hundreths percent(3.31%) of the original contract amount. The new contract amount, in- clusive of all change orders is $ 4,973,659.06. • OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. CHANGE ORDER No. 1 Agreed to this day of , 2012. Recommended by: PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION By: Joe Evers Title: _City Engineer Date: Signature: Accepted by: LANDMARK CONTRACTORS,INC. Party of the Second Part(Contractor) By: Title: Date: Signature: Approved by: CITY OF ELGIN Party of the First Part(Owner) By: Sean Stegal • Title: City Manager Date: Signature: F:\Public Works\Engineering\Capital Projects\CBD Construction\2008 Streetscape\Change Order 2008 Streetscape.doc EXHIBIT A y CBD Streetscape - Phase 3 Final quantities Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost M Base BId 1 UNIT TREE REMOVAL(6 TO 15 UNITS DIAMETER) $18.00 139.50 $2,511.00 76.00 63.50 $1,143.00 $1,368.00 2 UNIT TREE REMOVAL(OVER 15 UNITS DIAMETER) $20.00 20.00 $400.00 20.00 0.00 $0.00 $400.00 3 EACH TREE PROTECTION $77.08 10.00 $770.80 32.00 (22.00) -$1,695.76 $2,466.56 4 EACH TREE ROOT PRUNING $90.00 9.00 $810.00 32.00 (23.00) -$2,070.00 $2,880.00 5 CU YD EARTH EXCAVATION $44.47 1013.40 $45,065.90 1890.00 (876.60), -$38,982.40 $84,048.30 6 CU YD MATERIAL $38.05 0.00 $0.00 210.00 (210.00) -$7,990.50 $7,990.50 7 CU YD POROUS GRANULAR EMBANKMENT $30.43 486.40 $14,801.15 300.00 186.40 $5,672.15 $9,129.00 8 CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $33.82 0.00 $0.00 210.00 (210.00) -$7,102.20 $7,102.20 9 FOOT EXPLORATION TRENCH 72"DEPTH $65.00 214.00 $13,910.00 500.00 (286.00) -$18,590.00 $32,500.00 10 EACH INLET FILTERS $130.00 37.00 $4,810.00 28.00 9.00 $1,170.00 $3,640.00 11 SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $6.07 7463.40 $45,302.84 . 6256.00 1207.40 $7,328.92 $37,973.92 12 SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $7.33 2536.90 $18,595.48 2247.00 289.90 $2,124.97 $16,470.51 13 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" $47.53 284.80 $13,536.54 752.00 (467.20) -$22,206.02 $35,742.56 HIGH-EARLY-STRENGTH PORTLAND CEMENT 14 SQ YD CONCRETE BASE COURSE 9" $65.58 876.60 $57,487.43 407.00 469.60 $30,796.37 $26,691.06 15 SQ FT PC CONCRETE UNDERLAYMENT 5" $4.91 30985.20 $152,137.33 32025.00 (1039.80) -$5,105.42 $157,242.75 16 GALLON BITUMINOUS MATERIALS(PRIME COAT) $0.25 1287.30 $321.83 1674.00 (386.70) -$96.68 $418.50 17 TON HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 $62.00 1281.83 $79,473.46 1215.00 66.83 $4,143.46 $75,330.00 18 TON N50 $68.00 1227.90 $83,497.20 1070.00 157.90 $10,737.20 $72,760.00 19 TON INCIDENTAL HOT-MIX ASPHALT SURFACING $193.31 365.11 $70,579.41 35.00 330.11 $63,813.56 $6,765.85 HIGH-EARLY-STRENGTH PORTLAND CEMENT 20 SQ YD CONCRETE PAVEMENT 13 INCH(BUFF COLOR) , $274.12 97.40 $26,699.29 120.00 (22.60) -$6,195.11 $32,894.40 PORTLAND CEMENT CONCRETE DRIVEWAY 21 SQ YD PAVEMENT,8 INCH(BUFF COLOR) $64.62 160.00 $10,339.20 328.00 (168.00) -$10,856.16 $21,195.36 22 SQ YD PROTECTIVE COAT $0.50 1623.80 $811.90 15000.00 (13376.20) -$6,688.10 $7,500.00 23 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $5.68 1543.70 $8,768.22 225.00 1318.70 $7,490.22 $1,278.00 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 24 SOFT (BUFF COLOR) $7.07 24790.00 $175,265.30 21279.00 3511.00 $24,822.77 $150,442.53 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 25 SQ FT -ADA COMPLIANT(RED STAMPED CONCRETE) $10.66 12.00 $127.92 50.00 (38.00) -$405.08 $533.00 26 SQ YD PAVEMENT REMOVAL $17.46 3560.80 $62,171.57 3369.00 191.80 $3,348.83 $58,822.74 27 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" $3.25 9230.20 $29,998.15 8443.00 787.20 $2,558.40 $27,439.75 28 SQ YD DRIVEWAY PAVEMENT REMOVAL $10.91 135.90 $1,482.67 396.00 (260.10) -$2,837.69 $4,320.36 29 FOOT COMBINATION CURB AND GUTTER REMOVAL $8.60 4522.30 $38,891.78 5253.00 (730.70) -$6,284.02 $45,175.80 30 SQ FT SIDEWALK REMOVAL $2.02 47439.40 $95,827.59 34980.00 12459.40 $25,167.99 $70,659.617 1 Cost Cost - Total Cost to Plan Quantity Adjustment- Adjustment- Original FUNIT l ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost • Base Bid 31 SQ FT SIDEWALK REMOVAL-VAULTED $5.79 2366.00 $13,699.14 525.00 1841.00 $10 660-.96 $3,039.75 32 SQ FT VAULTED $154.00 589.40 $90,767.60 270.00 319.40 $49,187.60 $41,580.00 33 SQ FT VAULT ROOF REMOVAL AND REPLACEMENT $130.00 64.50 $8,385.00 100.00 (35.50) -$4,615.00 $13,000.00 34 SQ FT MEMBRANE WATERPROOFING $6.88 589.40 $4,055.07, 2935.00 (2345.60) -$16,137.73 $20,192.80 35 SQ YD CLASS C PATCHES,9 INCH $58.37 233.20 $13,611.88 136.00 97.20_ $5,673.56 $7,938.32 36 SQ YD INCH $60.81 376.10 $22,870.64 100.00 276.10 $16,789.64 $6,081.00 37 SQ FT CONCRETE MASONRY UNIT BLOCK WALL $36.54 1421.20 $51,930.65 909.00 512.20 $18,715.79 - $33,214.86 38 CU YD CONCRETE REMOVAL $287.01 10.78 $3,093.97 35.00 (24.22) -$6,951.38 $10,045.35 39 FOOT RAILROAD TRACK REMOVAL(COMPLETE) $20.28 101.00 $2,048.28 60.00 41.00 $831.48 $1,216.80 40 CU YD CONCRETE STRUCTURES $1,500.00 27.66 $41,490.00 3.00 24.66 $36,990.00 $4,500.00 41 FOOT 12" KC-C---4" $105.00 24.00 $2,520.00 493.00 (469.00). -$49,245.00 $51,765.00 42 FOOT 15" I' ( $120.00 0.00 $0.00 64.00 (64.00) -$7,680.00 $7,680.00 43 FOOT 24" 1(', ..-1 $130.00 0.00 $0.00 15.00 (15.00) -$1,950.00 $1,950.00 44 FOOT SEWER-DUCTILE IRON PIPE(DIP)-12" $149.00 933.20 $139,046.80 290.00 643.20_ $95,836.80 $43,210.00 45 FOOT SEWER-DUCTILE IRON PIPE(DIP)-15" $169.00 0.00, $0.00 65.00 (65.00)/ -$10,985.00 $10,985.00 46 EACH SANITARY SERVICE CONNECTION $1,200.00 4.00 $4,800.00 1.00 3.00 $3,600.00 $1,200.00 47 EACH FOUNDATION CORING-3"DIAMETER OR LESS $500.00 3.00 $1,500.00 3.00 0.00 $0.00 $1,500.00 48 EACH FOUNDATION CORING-3"TO 12"DIAMETER $700.00 3.00 $2,100.00 3.00 0.00 $0.00 $2,100.00 49 EACH DIAMETER $700.00 16.00 $11,200.00 1.00 15.00 $10,500.00 $700.00 50 EACH FIRE HYDRANTS TO BE MOVED $2,650.00 3.00 $7,950.00 3.00 0.00 $0.00 $7,950.00 51 EACH FIRE HYDRANTS TO BE ADJUSTED $300.00 6.00 $1,800.00 3.00 3.00 $900.00 $900.00 52 EACH FIRE HYDRANTS TO BE RELOCATED $5,500.00 0.00 $0.00 1.00 (1.00) -$5,500.00 $5,500.00 53 EACH FIRE HYDRANTS TO REMOVED $1,500.00 2.00 $3,000.00 2.00 0.00 $0.00 $3,000.00 54 POUND DUCTILE IRON FITTINGS $50.00 500.00 $25,000.00 15.00 485.00 $24,250.00 $750.00 • 55 FOOT WATER MAIN 6" $155.00 67.00 $10,385.00 15.00 52.00 $8,060.00 $2,325.00 " 56 FOOT POLYETHYLENE WRAP 6" $50.00 21.00 $1,050.00 15.00 6.00 $300.00 $750.00 57 EACH BUFFALO BOX REMOVAL $100.00 13.00 $1,300.00 15.00 (2.00) -$200.00 $1,500.00 58 FOOT WATER SERVICE LINE 2" $120.00 108.00 $12,960:00 35.00 73.00 $8,760.00 $4,200.00 59 EACH IRRIGATION SERVICE TAP AND CURB STOP $2,500.00 1.00 $2,500.00 2.00 (1.00) -$2,500.00 $5,000.00, 60 EACH VALVE VAULTS,4'-DIAMETER $3,000.00 0.00 $0.00 2.00 (2.00) -$6,000.00 $6,000.00 61 FOOT WATER MAIN REMOVAL 6" $25.00 87.00 $2,175.00 35.00 52.00 $1,300.00 $875.00 62 FOOT WATER MAIN REMOVAL 8" $25.00 0.00 $0.00 10.00 (10.00) -$250.00 $250.00 63 FOOT WATER MAIN REMOVAL 16" $45.00 0.00 $0.00 165.00 (165.00) -$7,425.00 $7,425.00 64 FOOT STORM SEWER REMOVAL 8" $25.00 62.00 $1,550.00 100.00 (38.00) -$950.00 $2,500.00 65 FOOT STORM SEWER REMOVAL 12" $25.00 163.00 $4,075.00 40.00 123.00 $3,075.00 $1,000.00 • 66 FOOT STORM SEWER REMOVAL 24" $25.00 13.00 $325.00 15.00 (2.00) -$50.00 $375.00 67 CU YD CONTROLLED LOW-STRENGTH MATERIAL $i25.00 11.00 $1,375.00 100.00 (89.00) -$11,125.00 $12,500.00 68 FOOT PIPE UNDERDRAINS 4" $10.00 15.00 $150.00 5392.00 (5377.00) -$53,770.00 $53,920.00 2 5 Cost Cost . Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost Base Bid CATCH BASIN,TYPE A,4'-DIAMETER,EJIW 7010 69 EACH TYPE M4 GRATE OR NEENAH R-3010 TYPE L $2,900.00 6.00 $17,400.00 20.00 (14.00) -$40,600.00 $58,000.00 CATCH BASIN,TYPE A,5'-DIAMETER,EJIW 7010 70 EACH TYPE M4 GRATE OR NEENAH R 3010 TYPE L $3,500.00 0.00 $0.00 2.00 (2.00) -$7,000.00 $7,000.00 CATCH BASIN,TYPE C,4'-DIAMETER,EJIW 7010 71 EACH TYPE M4 GRATE OR NEENAH R-3010 TYPE L $1,950.00 9.00 $17,550.00 3.00 6.00 $11,700.00 $5,850.00 1051FRAME AND LID(OPEN)OR NEENAH R-1712 72 EACH FRAME AND LID(OPEN) $2,900.00 4.00 $11,600.00 1.00 3.00 $8,700.00 $2,900.00 INLET,TYPE A,4'-DIAMETER,EJIW 7010 TYPE M4 73 EACH GRATE OR NEENAH R-3010 TYPE L $3,250.00 12.00 $39,000.00 2.00 10.00 $32,500.00 $6,500.00 ' 1051FRAME AND LID(CLOSED)OR NEENAH R-1712 74 EACH FRAME AND LID(CLOSED) $3,000.00 5.00 $15,000.00 6.00 (1.00) -$3,000.00 $18,000.00 1051 FRAME AND LID(CLOSED)OR NEENAH R-1712 75 EACH FRAME AND LID(CLOSED) $3,500.00 1.00 $3,500.00 2.00 (1.00) -$3,500.00 $7,000.00 NEENAH R-1712 FRAME AND LID(CLOSED)OR 76 EACH EJIW 1051 FRAME AND LID(CLOSED) $250.00 45.00 $11,250.00 45.00 0.00 $0.00 $11,250.00 NEENAH R-3010 TYPE L GRATE OR EJIW.7010 77 EACH TYPE M4 GRATE $350.00 4.00 $1,400.00 6.00 (2.00) -$700.00 $2,100.00 78 EACH NEENAH 1878 FRAME AND LID $2,000.00 0.00 $0.00 1.00 (1.00) -$2,000.00 $2,000.00 79 EACH CATCH BASINS TO BE ADJUSTED $425.00 2.00 $850.00 5.00 (3.00) -$1,275.00 $2,125.00 80 EACH CATCH BASINS TO BE RECONSTRUCTED $1,300.00 0.00 $0.00 1.00 (1.00) -$1,300.00 $1,300.00 _ 81 EACH MANHOLES TO BE ADJUSTED $425.00 8.00 $3,400.00 1.00 7.00 $2,975.00 $425.00 82 EACH MANHOLES TO BE RECONSTRUCTED $1,300.00 0.00 $0.00 7.00 (7.00) -$9,100.00 $9,100.00 83 EACH INLETS TO BE ADJUSTED $325.00 1.00 $325.00 1.00 0.00 $0.00 $325.00 84 EACH VALVE VAULTS TO BE ADJUSTED $425.00 3.00 $1,275.00 1.00 2.00 $850.00 $425.00 85 EACH VALVE VAULTS TO BE REMOVED $500.00 25.00 $12,500.00 1.00 24.00 $12,000.00 $500.00 86 EACH VALVE BOXES TO BE ADJUSTED $150.00 7.00 $1,050.00 1.00 6.00 $900.00 _ $150.00 87 EACH VALVE BOXES TO BE REMOVED $500.00 5.00 $2,500.00 1.00 4.00 $2,000.00 $500.00 88 EACH FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) _ $600.00 105.00 $63,000.00 45.00 60.00 $36,000.00 $27,000.00 89 EACH REMOVING CATCH BASINS $500.00 8.00 $4,000.00 6.00 2.00 $1,000.00 $3,000.00 90 EACH REMOVING INLETS $300.00 2.00 $600.00 2.00 0.00 $0.00 $600.00 91 EACH REMOVING MANHOLES TO MAINTAIN FLOW $600.00 2.00 $1,200.00 4.00 (2.00) -$1,200.00 $2,400.00 92 EACH REMOVING CATCH BASINS TO MAINTAIN FLOW $600.00 0.00 $0.00 1.00 (1.00) -$600.00 $600.00 93 EACH REMOVING INLETS TO MAINTAIN FLOW $300.00 0.00 $0.00 1.00 (1.00) -$300.00 $300.00 94 EACH FILLING MANHOLES $500.00 1.00 $500.00 1.00 0.00 $0.00 $500.00 95 EACH FILLING CATCH BASINS $500.00 2.00 $1,000.00 1.00 1.00 $500.00 $500.00 96 EACH FILLING INLETS $200.00 5.00 $1,000.00 9.00 (4.00) -$800.00 $1,800.00 97 FOOT CONCRETE CURB,TYPE B(BUFF COLOR) $33.54 69.20 $2,320.97 60.00 9.20 $308.57 $2,012.40 COMBINATION CONCRETE CURB AND GUTTER, 98 FOOT TYPE B-6.18 $27.58 5000.70 $137,919.31 4323.00 677.70 $18,690.97 $119,228.34 99 L SUM ABOVEGROUND STORAGE TANK REMOVAL $1,250.00 1.00 $1,250.00 1.00 0.00 $0.00 $1,250.00 3 Cost Cost - Total•Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost Base Bid • REMOVAL AND DISPOSAL OF HEATING OIL IN 100 GALLON EXCESS OF 100 GALLONS $8.00 100.00 $800.00 50.00 50.00 $400.00 $400.00 REMOVAL AND DISPOSAL OF IMPACTED DEBRIS 101 TON OR SOIL IN EXCESS OF 10 TONS $45.00 $0.00 5.00 (5.00) -$225.00 $225.00 102 CAL MO ENGINEERS FIELD OFFICE,TYPE A $2,100.00 , 12.00 $25,200.00 12.00 0.00 $0.00 $25,200.00 103 L SUM MOBILIZATION $170,000.00 1.00 $170,000.00 1.00 0.00 $0.00 $170,000.00 104 L SUM TRAFFIC CONTROL AND PROTECTION $13,400.00 1.000 $13,400.00 1.00 0.00 $0.00 $13,400.00 105 EACH ARROW BOARDS• $4,275.00 4.00 $17,100.00 4.00 0.00 $0.00 $17,100.00 106 SQ FT INFORMATIONAL SIGN FABRICATION $12.00 0.00 $0.00 35.00 (35.00) -$420.00 $420.00 107 SQ FT SIGN PANEL-TYPE 1 $21.95 210.00 $4,609.50 352.00 (142.00) -$3,116.90 $7,726.40 108 EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $35.00 59.00 $2,065.00 66.00 (7.00)_ -$245.00 $2,310.00 " 109 SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 361.90 $3,619.00 402.00 (40.10) -$401.00 $4,020.00 110 EACH BEACON DOMUS POLE 10' $1,100.00 11.00 $12,100.00 - 1.00 10.00 $11,000.00 $1,100.00 111 EACH BEACON DOMUS POLE 12' $1,200.00 0.00 $0.00 17.00 (17.00) -$20,400.00 $20,400.00 112 EACH BEACON DOMUS POLE 14' $1,300.00 0.00 $0.00 4.00 (4.00) -$5,200.00 $5,200.00 113 EACH _FOUNDATION FOR BEACON DOMUS POLE $500.00 17.00 $8,500.00 22.00 (5.00), -$2,500.00 $11,000.00 BACKPLATE LESS THAN 2 SF(BACKPLATE AND 114 EACH FRAME PAINTED BLACK) $350.00 56.00 $19,600.00 66.00 (10.00) -$3,500.00 $23,100.00 BACKPLATE GREATER THAN 2 SF AND LESS THAN 115 EACH 4 SF(BACKPLATE AND FRAME PAINTED BLACK) $515.00 8.00 $4,120.00 10.00 (2.00) -$1,030.00 $5,150.00 BACKPLATE GREATER THAN 4 SF(BACKPLATE 116 EACH AND FRAME PAINTED BLACK) $775.00 18.00 $13,950.01) 40.00 (22.00) -$17,050.00 $31,000.00 117 SQ FT SYMBOLS $2.75 494.10 $1,358.78 538.00 (43.90) -$120.73 $1,479.50 118 FOOT EPDXY PAVEMENT MARKING-LINE 4" $0.70 2901.00 $2,030.70 3005.00 (104.001 -$72.80 $2,103.50 119 FOOT EPDXY PAVEMENT MARKING-LINE 6" $1.05 1885.10 $1,979.36 1461.00 424.10 $445.31 $1,534.05 120 FOOT EPDXY PAVEMENT MARKING-LINE 24" $4.20 293.40 $1,232.28 336.00 (42.60) -$178.92 $1,411.20 121 FOOT PAINT PAVEMENT MARKING-LINE 6" $1.05 0.00 $0.00 1476.00 (1476.00) -$1,549.80 $1,549.80 122 SQ FT PAVEMENT MARKING REMOVAL $2.00 557.20 $1,114.40 1476.00 (918.80) -$1,837.60 $2,952.00 • 123 EACH PEDESTRIAN LIGHT POLE $4,240.00 26.00 $110,240.00 27.00 (1.00) -$4,240.00 $114,480.00 124 FOOT CONDUIT IN TRENCH,3"DIA.,GALVANIZED STEEL $11.15 192.00 $2,140.80 232.00 (40.00) -$446.00 $2,586.80 125 FOOT CONDUIT IN TRENCH,4"DIA.,GALVANIZED STEEL $16.50 576.00 $9,504.00 60.00 516.00 $8,514.00 $990.00 126 FOOT CONDUIT IN TRENCH,6"DIA.,GALVANIZED STEEL $42.40 79.50 $3,370.80 68.00 11.50 $487.60 $2,883.20 CONDUIT IN TRENCH,3/4"DIA.,COILABLE 127 FOOT NONMETALLIC CONDUIT $3.20 905.50 $2,897.60. 676.00 229.50 $734.40 $2,163.20 CONDUIT IN TRENCH,2"DIA.,COILABLE y 128 FOOT NONMETALLIC CONDUIT $3.80 4946.50 $18,796.70 3969.00 977.50 $3,714.50 $15,082.20 129 EACH HANDHOLE $1,200.00 4.00 $4,800.00 2.00 2.00 $2,400.00 $2,400.00 130 EACH HANDHOLE TO BE ADJUSTED $750.00 _ 25.00 $18,750.00 15.00 10.00 $7,500.00 $11,250.00 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 131 FOOT _RHW)1/C NO.10 $0.75 3665.00 $2,748.75 5639.00 (1974.00) -$1,480.50 $4,229.25 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 132 FOOT RHW) 1/C NO.8 $0.95 3094.00 $2,939.30 3279.00 (185.00) -$175.75 $3,115.05 4 T_. __. ., Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost V Base Bid ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 133 FOOT RHW)1/C NO.6 $1.25 8110.00 $10,137.50 7854.00 256.00 $320.00 $9,817.50 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 134 FOOT RHW) 1/C NO.4 $1.70 8856.00 $15,055.20 8184.00 672.00 $1,142.40 $13,912.80 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 135 FOOT RHW) 1/C NO.2 $2.20 2968.00 $6,529.60 1379.00 1589.00 $3,495.80 $3,033.80 136 FOOT TRENCH AND BACKFILL FOR ELECTRICAL WORK $3.00 3927.00 $11,781.00 4049.00 (122.00) -$366.00 $12,147.00 137 FOOT LIGHT POLE FOUNDATION,24"DIAMETER $150.00 297.50 $44,625.00 291.00 6.50 $975.00 $43,650.00 138 FOOT LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET $175.00 0.00 $0.00 36.00 (36.00) -$6,300.00 $6,300.00 • LIGHT POLE FOUNDATION CONNECTION TO TOP 139 EACH SLAB OF VAULT $3,000.00 0.00 $0.00 1.00 (1.00) -$3,000.00 $3,000.00 LIGHT POLE FOUNDATION CONNECTION TO VAULT 140 EACH FLOOR SLAB $3,000.00 1.00 $3,000.00 1.00 0.00 $0.00 $3,000.00 CIRCUIT BREAKER,1 POLE,20 AMP,IN EXISTING 141 EACH LIGHTING CONTROLLER $125.00 3.00 $375.00 3.00 0.00 $0.00 $375.00 CIRCUIT BREAKER,2 POLES,20 AMP,IN EXISTING 142 EACH LIGHTING CONTROLLER $125.00 5.00 $625.00 2.00 3.00 $375.00 $250.00 143 EACH DRILL EXISTING HANDHOLE $300.00 12.00 $3,600.00 14.00 (2.00) -$600.00 $4,200.00 7 236.00 342.00 (13.00) $ 286.00 $7,524.00 144 FOOT DETECTOR LOOP,TYPE I $22.00 329.00 $ 145 EACH REMOVE EXISTING HANDHOLE $388.00 13.00 $5,044.00 19.00 (6.00) -$2,328.00 $7,372.00 146 SUM REMOVE EXISTING LIGHTING SYSTEM $7,566.00 1.00 $7,566.00 1.00 0.00 $0.00 $7,566.00 147 EACH RELOCATE EXISTING PEDESTRIAN LIGHT POLE $500.00 22.00 $11,000.00 20.00 2.00 $1,000.00 $10,000.00 148 EACH ROADWAY LIGHT POLE $5,285.00 3.00 $15,855.00 3.00 0.00 $0.00 $15,855.00 149 EACH RELOCATE EXISTING ROADWAY LIGHT POLE $700.00 5.00 $3,500.00 5.00 0.00 $0.00 $3,500.00 PAINT STREET LIGHT POLE WITH SINGLE LIGHT 150 EACH FIXTURE(14'TALL) $380.00 25.00 $9,500.00 30.00 (5.00) -$1,900.00 $11,400.00 PAINT STREET LIGHT POLE WITH DUAL LIGHT 151 EACH FIXTURE(14'TALL) $440.00 54.00 $23,760.00 30.00 24.00 $10,560.00 $13,200.00 PAINT STREET LIGHT POLE WITH SINGLE LIGHT 152 EACH FIXTURE(30'TALL) $595.00 4.00 $2,380.00 10.00 (6.00) -$3,570.00 $5,950.00 153 CU YD DEBRIS REMOVAL $170.32 _ 90.00 $15,328.80 15.00 75.00 $12,774.00 $2,554.80 154 CU YD ENGINEERED SOIL $105.00 427.70, $44,908.50 465.00 (37.30) -$3,916.50 $48,825.00 155 CU YD PLANTING SOIL MIX $70.00 430.70 $30,149.00 415.00 15.70 $1,099.00 $29,050.00 156 SQ YD SOIL CONDITIONER,3" $6.75 680.00 $4,590.00 680.00 0.00 $0.00 $4,590.00 157 SQ YD SHREDDED HARDWOOD MULCH.3" $5.00 1225.00 $6,125.00 1335.00 (110.00) -$550.00 $6,675.00 y 158 MONTH LANDSCAPE MAINTENANCE $400.00 12.00 $4,800.00 12.00 0.00 $0.00 $4,800.00 159 EACH ACER FREEMANII'DTR 102',3"CAL $334.00 6.00 $2,004.00 8.00 (2.00) , -$668.00 $2,672.00 160 EACH GINKGO BILOBA'MAGYAR',3"CAL $545.00 6.00 $3,270.00 6.00 0.00 $0.00 $3,270.00 161 EACH GYMNOCLADUS DIOICUS,3"CAL $494.00 0.00 $0.00 1.00 (1.00) -$494.00 $494.00 162 EACH CA; $560.00 7.00 $3,920.00 7.00 0.00 $0.00 $3,920.00 c. 163 EACH AMELANCHIER GRANDIFLORA'FOREST PRINCE' $250.00 26.00 $6,500.00 26.00 0.00 $0.00 $6,500.00 164 EACH PYRUS CALLERYANA'CHANTICLEER',2.5 CAL $318.00 20.00 $6,360.00 20.00 0.00 $0.00 $6,360.00 5 Cost Cost 1.-- Total Cost to Plan Quantity Adjustment- Adjustment Original • UNIT I ITEM UNIT PRICE Final Quantity I Date Quantity Adjustment Additions Deductions Contract Cost - Base Bid 165 EACH ,SYRINGA RETICULATA'IVORY SILK',2.5 CAL $350.00 31.00 $10,850.00 31.00 0.00 $0.00 $10,850.00 166 EACH BUXUS SEMPER VIRENS'WILSON' $75.00 6.00 $450.00 6.00 0.00 $0.00 $450.00 167 EACH ,HYDRANGEA ARBORESCESNS'ANNABELLE',3 GAL $40.00 84.00 $3,360.00 89.00 (5.00) -$200.00 $3,560.00 168 EACH HYDRANGEA PANICULATA'LIMELIGHT,5 GAL $42.00 38.00 $1,596.00 19.00 19.00 $798.00 $798.00 169 EACH MAGNOLIA X LILIIFLORA,T HT $334.00 6.00 $2,004.00 6.00 0.00 $0.00 $2,004.00 170 EACH PHYSOCARPUS'SUMMER WINE' $55.00 21.00 $1,155.00 21.00 0.00 $0.00 $1,155.00 171 EACH RHUS AROMATICA'GRO-LOW',3 GAL $37.00 147.00 $5,439.00 165.00 (18.00) -$666.00 $6,105.00 172 EACH RIBES ALPINUM,3 GAL $38.00 109.00 $4,142.00 90.00 19.00 $722.00 $3,420.00 173 EACH SYRINGA VULGARIS'RALPH'S DWARF' $50.00 17.00 $850.00 23.00 (6.00) -$300.00 $1,150.00 174 EACH DESCHAMPSIA CAESPITOSA, 1 GAL $11.00 217.00 $2,387.00 217.00 0.00 $0.00 $2,387.00 175 EACH HELICTOTRICHON SEMPER VIRENS'SAPPHIRE' $11.00 22.00 $242.00 22.00 0.00 $0.00 $242.00 176 EACH PANICUM VIRGATUM'SHENANDOAH',2 GAL $18.00 298.00 $5,364.00 321.00 (23.00) -$414.00 $5,778.00 177 EACH PENNISETUM SETACEUM'RUBRUM,2 GAL $20.00 30.00 $600.00 30.00 0.00 $0.00 $600.00 178 EACH SPOROBOLIS HETEROLEPSIS,2 GAL $10.00 226.00 $2,260.00 282.00 (56.001 -$560.00 $2,820.00 179 EACH ECHINACEA'AFTER MIDNIGHT, 1 GAL $16.00 63.00 $1,008.00 63.00 0.00 $0.00 $1,008.00 180 EACH ECHINACEA TWILIGHT, 1 GAL $14.00 107.00 $1,498.00 107.00 0.00 $0.00 $1,498.00 181 EACH HEMEROCALLIS'STRAWBERRY CANDY', 1 GAL $11.00 64.00 $704.00 64.00 0.00 $0.00 $704.00 182 EACH HEMEROCALLIS'BLACK EYED STELLA', 1 GAL $14.00 45.00 $630.00 89.00 (44.00) -$616.00 $1,246.00 183 EACH HEMEROCALLIS'BELA LUGOSI', 1 GAL $10.00 48.00 $480.00 48.00 0.00 $0.00 $480.00 184 EACH HEMEROCALLIS'ROCKET CITY', 1 GAL $11.00 160.00 $1,760.00 176.00 (16,00) -$176.00 $1,936.00 185 EACH HEUCHERA'LIME RICKY', 1 GAL $12.00 108.00 $1,296.00 124.00 (16.00) -$192.00 $1,488.00 186 EACH HEUCHERA'SILVER SCROLLS' $12.00 12.00 $144.00 12.00 0.00 $0.00 $144.00 187 EACH HOSTA'ESKIMO PIE',1 GAL $27.00 0.00 $0.00 54.00 (54.00) -$1,458.00 $1,458.00 188 EACH NEPETA'SIX HILLS GIANT,1 GAL _ $10.00 110.00 $1,100.00 110.00 0.00 $0.00 $1,100.00 189 EACH ORIGANUM LAEVIGATUM'ROSENKUPPEL', 1 GAL $11.00 27.00 $297.00 27.00 0.00 $0.00 _ $297.00 190 EACH SEDUM'BLACK JACK',1 GAL $21.00 49.00 $1,029.00 49.00 0.00 $0.00 $1,029.00 191 EACH RUDBECKIA FULGIDA'GOLDSTURM', 1 GAL $9.00 114.00 $1,026.00 114.00 0.00 $0.00 $1,026.00 192 EACH ,VERONICA X'ROYAL CANDLES', 1 GAL $10.00 87.00. $870.00 87.00 0.00 $0.00 $870.00 193 EACH AJUGA REPTANS'MAHOGANY',TOP SIZE $10.00 156.00 $1,560.00 168.00 (12.00) -$120.00 $1,680.00 194 EACH SIZE $3.00 264.00 $792.00 264.00 0.00 $0.00 $792.00 195 EACH HEDERA COLCHICA'SULFUR HEART',TOP SIZE $2.75 1064.00 $2,926.00 1064.00 0.00 $0.00 $2,926.00 196 EACH HEDERA HELIX'THORNDALE',TOP SIZE $2.75 144.00 $396.00 144.00 0.00 $0.00 $396.00 197 EACH SIZE $5.00 1030.00 $5,150.00 1164.00 (134.00) -$670.00 $5,820.00 198 EACH CROCUS LARGE GRAND COLLECTION,TOP SIZE $2.00 3328.00 $6,656.00 3328.00 0.00 $0.00 .$6,656.00 199 EACH HYACINTHUS'PINK FESTIVAL',TOP SIZE $4.00 408.00 $1,632.00 440.00 (32.00) -$128.00 $1,760.00 200 EACH HYACINTHUS'WOODSTOCK',TOP SIZE _ $3.00 432.00 $1,296.00 444.00 (12.00) -$36.00 $1,332.00 201 EACH NARCISSUS'KING ALFRED',DN 1 $3.00 684.00 $2,052.00 772.00 (88.00) -$264.00 $2,316.00 202 EACH HEDERA COLCHICA'VARIEGATA' $2.75 224.00 $616.00 224.00 0.00 $0.00 $616.00 203 EACH HERMEROCALLIS'BLACK EYED STELLA' $14.50 224.00 $3,248.00 _ 280.00 (56.00) -$812.00 $4,060.00 6 Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost Base Bid 204 EACH HYACINTHUS'BLUE JACKET $2.75 560.00 $1,540.00 560.00, 0.00 • $0.00 $1,540.00 205 EACH IPOMOEA BATATAS'BLACKIE' $6.00 0.00 $0.00 84.00 (84.00) -$504.00 $504.00 206 EACH IPOMOEA BATATAS'MARGUERITE' $6.00 0.00 $0.00 84.00, (84,00) -$504.00 $504.00 . 207 EACH PANICUMVIRGATUM'SHENANDOAH' $12.00 42.00 $504.00 42.00, 0.00 $0.00 $504.00 208 EACH PHLOX PANICULATA'EVA CULLUM' $14.00 168.00 $2 352.00 168.00, 0.00 $0.00 $2,352.00 209 EACH TULIPA'COULEUR CARDINAL',TOP SIZE $2.75 448.00 $1,232.00 448.00 0.00 $0.00 $1,232.00 210 SQ FT UNIT PAVERS,CLAY $4.74 30985.20 $146,869.85 35025.00 (4039.80) -$19,148.65 $166,018.50 .. ® SQ FT UNIT PAVERS CLAY CROSSWALK $6.74 5140.50 $34,646.97 5320.00 (179.50) -$1,209.83 _ $35,856.80 ® SQ FT UNIT PAVERS,TRUNCATED DOME $9.74 851.80 $8,296.53 880.00 (28.20) -$274.67 $8,571.20 ® SQ FT EXISTING CROSSWALK PAVER SEALANT $2.10 0.00 $0.00 9145.00 (9145.00) -$19,204.50 $19,204.50 an EACH PAVER GRATES $2 535.47 48.00 $121,702.56 49.00 (1.00) -$2,535.47 $124,238.03 ® FOOT CONCRETE PLANTER CURB BUFF COLOR $34.42 1981.00 $68,186.02 2193.00 (212.00) -$7,297.04 $75,483.06 FOOT ORNAMENTAL METAL FENCE 18"HT. $89.42 1798.90 $160,857.64 2043.00 (244.10) -$21,827.42 $182,685.06 ® FOOT ORNAMENTAL METAL FENCE,48"HT. $122.31 0.00 $0.00 10.00 (10.00) -$1,223.10 $1,223.10 . IIEI EACH BENCH $1,909.45 5.00 $9,547.25 5.00 0.00 $0.00 $9,547.25 219 EACH TRASH RECEPTACLES $1,934.36 11.00 $21 277.96 11.00 0.00 $0.00 $21,277.96 220 EACH RECYCLING RECEPTACLES $1,934.36 11.00 $21,277.96 11.00 0.00 $0.00 $21,277.96 221 EACH BICYCLE RACKS $1,517.00 4.00 $6,068.00 4.00 0.00 $0.00 $6,068.00 .. 222 EACH ASH URNS $692.02 2.00 $1,384.04 2.00 0.00 $0.00 $1,384.04 223 EACH INFORMATION KIOSKS $9,000.00 2.00 $18,000.00 2.00 0.00 $0.00 $18,000.00 224 EACH REMOVE AND REINSTALL FLAGPOLE $1,796.16 3.00 $5,388.48 3.00 0.00 $0.00 $5,388.48 225 SQ FT IRRIGATION SYSTEM $5.17 14170.00 $73,258.90 14170.00 0.00 $0.00 $73,258.90 226 EACH BACKFLOW PREVENTER(RPZ),2 INCH $4,500.00 1.00 $4,500.00 2.00 (1.00) _ -$4,500.00 $9,000.00 227 EACH WATER VALVE ASSEMBLY $2,500.00 1.00 $2,500.00 2.00 (1.00) -$2,500.00 $5,000.00 228 FOOT 2"PVC MAINLINE IRRIGATION PIPE $6.00 4500.00 $27,000.00 4500.00 0.00 $0.00 $27,000.00 . 229 L SUM IRRIGATION MAINTENANCE $875.00 1.00 $875.00 1.00 0.00 $0.00 $875.00 230 EACH DUST CONTROL-MECHANICAL SWEEPING $255.00 5.00 $1,275.00 35.00 (30.00) $7,650.00 $8,925.00 231 UNIT DUST CONTROL-WATERING WITH CALCIUM CHLO $0.01 0.00 $0.00 150.00 (150.00) -$1.50 $1.50 232 ALLOW MISC ELECTRICAL&PRIVATE UTILITY EXPENSE $30,000.00 , 1.00 0.37 $11,237.80 $30,000.00 233 ALLOW MISCELLANEOUS WORK $100,000.00 a-96434499 -$4-96;434-49 1.00 0.96 -$96;43449 $100,000.00 l� U,oS i l� Ir�, 22, 53 ALT A 1A EACH TREE PROTECTION $77.17 0.00 $0.00 10.00 (10.00) -$771.70 $771.70 2A EACH TREE ROOT PRUNING $90.00 0.00 $0.00 10.00 (10.00) -$900.00 $900.00 3A CU YD_EARTH EXCAVATION $36.42 423.10 $15,409.30 1400.00 (976.90) -$35,578.70 $50,988.00 4A CU YD MATERIAL $39.93 0.00 $0.00 , 145.00 (145.00) -$5,789.85 $5,789.85 5A CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $38.31 11.00 $421.41 145.00 (134.00) -$5,133.54 $5,554.95• 7 Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original - UNIT Il ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost _ Base Bid 6A FOOT EXPLORATION TRENCH 72"DEPTH $65.00 _ 24.00 $1,560.00 150.00 (126.00) -$8,190.00 $9,750.00 7A EACH INLET FILTERS $130.00 10.00 $1,300.00 15.00 (5.00) -$650.00 $1,950.00 8A SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $7.69 2157.40 $16,590.41 1917.00 240.40 $1,848.68 $14,741.73 9A SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $9.37 1667.10 $15,620.73 868.00 799.10 $7,487.57 $8,133.16 10A SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" $47.52 67.30 $3,198.10 , 1077.00 (1009.70) -$47,980.94 $51,179.04 HIGH-EARLY-STRENGTH PORTLAND CEMENT 11A SQ YD CONCRETE BASE COURSE 9" $65.57 1104.50 $72,422.07 276.00 828.50 $54,324.75 $18,097.32 12A SQ FT PC CONCRETE UNDERLAYMENT 5" $4.75 7397.60 $35,138.60 8150.00 (752.40) -$3,573.90 $38,712.50 13A GALLON BITUMINOUS MATERIALS(PRIME COAT) $0.25 337.70 $84.43 232.00 105.70 $26.43 $58.00 14A TON HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 $62.00 389.98 $24,178.76 400.00 (10.02). -$621.24 $24,800.00 15A TON N50 $68.00 411.25 $27,965.00 355.00 56.25 $3,825.00 $24,140,00 si 16A TON INCIDENTAL HOT-MIX ASPHALT SURFACING $216.70 212.35 $46,016.25 15.00 197.35 $42,765.75 $3,250.50 • 17A SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONC $274.12 33.60 $9,210.43 60.00 (26.40) -$7,236.77 $16,447.20 PORTLAND CEMENT CONCRETE DRIVEWAY 18A SQ YD PAVEMENT,8 INCH(BUFF COLOR) $64.62 348.10 $22,494.22 351.00 (2.90) -$187.40 $22,681.62 19A SQ YD PROTECTIVE COAT $0.85 573.60 $487.56 5000.00 (4426.40) -$3,762.44 $4,250.00 20A SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $5.67 _ 106.50 $603.86 , 75.00 31.50 $178.61 $425.25 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 21A SOFT (BUFF COLOR) $7.07 6710.50 $47,443.24 9103.00 (2392.50) -$16,914.98 $64,358.21 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 22A SQ FT -ADA COMPLIANT(RED STAMPED CONCRETE) $10.66 $0.00 20.00 (20.00) -$213.20 $213.20 23A SQ YD PAVEMENT REMOVAL $17.46 2164.70 $37,795.66 1893.00 271.70 $4,743.88 $33,051.78 • 24A SQ YD HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" $3.25 - 2421.10 $7,868.58 1969.00 452.10 $1,469.33 $6,399.25 25A SQ YD DRIVEWAY PAVEMENT REMOVAL $10.90 44.60 $486.14 291.00 (246.40) -$2,685.76 $3,171.90 26A FOOT COMBINATION CURB AND GUTTER REMOVAL $8.60 1516.10 . $13,038.46 1879.00 (362.90). -$3,120.94 $16,159.40 ' 27A SQ FT SIDEWALK REMOVAL $1.96 11374.50 $22,294.02 9222.00 2152.50 $4,218.90 $18,075.12 28A SQ YD CLASS C PATCHES,9 INCH $58.36 145.60 $8,497.22 80.00 65.60 $3,828.42 $4,668.80 29A SQ YD INCH $60.76 158.30 $9,618.31 60.00 98.30 $5,972.71 $3,645.60 30A CU YD CONCRETE REMOVAL $287.01 0.00 $0.00 15.00 (15.00) -$4,305.15 $4,305.15 31A FOOT 12" $105.00 251.80 $26,439.00 162.00 89.80 $9,429.00 $17,010.00 32A FOOT 15" $120.00 40.00 $4,800.00 43.00 (3.00) -$360.00 , $5,160.00 33A FOOT SEWER-DUCTILE IRON PIPE(DIP)-12" $149.00 251.80 $37,518.20 175.00 76.80 $11,443.20 $26,075.00 34A EACH SANITARY SERVICE CONNECTION $1,300.00 0.00 $0.00 1.00 (1.00) -$1,300.00 $1,300.00 35A EACH FOUNDATION CORING-3"DIAMETER OR LESS $500.00 0.00 $0.00 2.00 (2.00) -$1,000.00 $1,000.00 36A EACH FOUNDATION CORING-3"TO 12"DIAMETER $700.00 11.00 $7,700.00 2.00 9.00 $6,300.00 $1,400.00 37A EACH FIRE HYDRANTS TO BE MOVED $2,650.00 1.00 $2,650.00 2.00 (1.00) -$2,650.00 $5,300.00 38A EACH FIRE HYDRANTS TO REMOVED $1,500.00 0.00 $0.00 2.00 (2.00) -$3,000.00 $3,000.00 39A POUND DUCTILE IRON FITTINGS $50.00 0.00 $0.00 _ 5.00 (5.00) -$250.00 $250.00 40A FOOT WATER MAIN 6" $150.00 5.00 $750.00 5.00 0.00 $0.00 $750.00 41A FOOT POLYETHYLENE WRAP 6" $50.00 0.00 $0.00 5.00 (5.00) -$250.00 $250.00 8 Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original . UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost Base Bid 42A EACH BUFFALO BOX REMOVAL $100.00 5.00 $500.00 5.00 0.00 $0.00 $500.00 43A FOOT WATER SERVICE LINE 2" $125.00 5.00 $625.00 15.00 (10.00) -$1,250.00 $1,875.00 44A FOOT WATER MAIN REMOVAL 6" $35.00 9.00 $315.00 15.00 (6.00), -$210.00 $525.00 45A FOOT WATER MAIN REMOVAL 8" $35.00 14.00 $490.00 40.00 (26.00) -$910.00 $1,400.00 46A FOOT STORM SEWER REMOVAL 8" $25.00 0.00 $0.00 10.00 (10.00) -$250.00 $250.00 47A FOOT STORM SEWER REMOVAL 12" $25.00 0.00 $0.00 10.00 (10.00) -$250.00 $250.00 48A CU YD CONTROLLED LOW-STRENGTH MATERIAL $125.00 0.00 $0.00 15.00 (15.00) -$1,875.00 $1,875.00 49A EACH BUFFALO BOX REMOVAL $280.00 0.00 $0.00 1.00 (1.00) -$280.00 $280.00 50A FOOT PIPE UNDERDRAINS 4" $10.00 0.00 $0.00 1464.00 (1464.00) -$14,640.00 $14,640.00 CATCH BASIN,TYPE A,4'-DIAMETER,EJIW 7010 51A EACH TYPE M4 GRATE OR NEENAH R-3010 TYPE L _ $2,900.00 10.00 $29,000.00 10.00 0.00 $0.00 $29,000.00 CATCH BASIN,TYPE C,4'-DIAMETER,EJIW 7010 52A EACH TYPE M4 GRATE OR NEENAH R-3010 TYPE L $1,950.00 4.00 $7,800.00 5.00 (1.00) -$1,950.00 $9,750.00 1051FRAME AND LID(CLOSED)OR NEENAH R-1712 53A EACH FRAME AND LID(CLOSED) $3,000.00 1.00 $3,000.00 1.00 0.00 $0.00 $3,000.00 1051 FRAME AND LID(CLOSED)OR NEENAH R-1712 54A EACH FRAME AND LID(CLOSED) $3,500.00 1.00 $3,500.00 1.00 0.00 $0.00 $3,500.00 NEENAH R-1712 FRAME AND LID(CLOSED)OR 55A EACH EJIW 1051 FRAME AND LID(CLOSED) $250.00 5.00 $1,250.00 23.00 (18.00) -$4,500.00 $5,750.00 NEENAH R-3010 TYPE L GRATE OR EJIW 7010 56A EACH TYPE M4 GRATE $350.00 0.00 $0.00 1.00 (1.00) -$350.00 $350.00 57A EACH CATCH BASINS TO BE RECONSTRUCTED $800.00 0.00 $0.00 1.00 (1.00) -$800.00 $800.00 58A EACH MANHOLES TO BE ADJUSTED $325.00 1.00 $325.00 1.00 0.00 $0.00 $325.00 59A EACH MANHOLES TO BE RECONSTRUCTED $1,300.00 9.00 $11,700.00 9.00 0.00 $0.00 $11,700.00 60A EACH VALVE VAULTS TO BE ADJUSTED $325.00 0.00 $0.00 1.00 (1.00) -$325.00 $325.00 61A EACH VALVE VAULTS TO BE REMOVED $500.00 2.00 $1,000.00 1.00 1.00 $500.00 $500.00 62A EACH VALVE BOXES TO BE ADJUSTED $50.00 0.00 $0.00 1.00 (1.00) -$50.00 $50.00 63A EACH VALVE BOXES TO BE REMOVED $200.00 0.00 $0.00 1.00 (1.00) -$200.00 $200.00 - 64A EACH FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) $600.00 23.00 $13,800.00 23.00 0.00 $0.00 $13,800.00 65A EACH REMOVING CATCH BASINS $500.00 5.00 $2,500.00 1.00 4.00 $2,000.00 $500.00 66A EACH REMOVING INLETS $300.00 0.00 $0.00 1.00 (1.00) -$300.00 $300.00 67A EACH REMOVING MANHOLES TO MAINTAIN FLOW $500.00 2.00 $1,000.00 3.00 (1.00) -$500.00 $1,500.00 68A EACH REMOVING INLETS TO MAINTAIN FLOW $300.00 0.00 $0.00 2.00 (2.00) -$600.00 $600.00 69A EACH FILLING MANHOLES $500.00 3.00 $1,500.00 1.00 2.00 $1,000.00 $500.00 70A EACH FILLING CATCH BASINS $500.00 4.00 $2,000.00 1.00 3.00 $1,500.00 $500.00 71A EACH FILLING INLETS $300.00 2.00 $600.00 8.00 (6.00) -$1,800.00 $2,400.00 72A FOOT CONCRETE CURB,TYPE B(BUFF COLOR) $34.28 29.60 $1,014.69 25.00 4.60 $157.69 $857.00 COMBINATION CONCRETE CURB AND GUTTER, 73A FOOT TYPE B-6.18 - $27.58 2065.10 $56,955.46 1905.00 160.10 $4,415.56 $52,539.90 COMBINATION CONCRETE CURB AND GUTTER, 74A FOOT TYPE M-2.18 $27.54 0.00 $0.00 81.00 (81.00) -$2,230.74 $2,230.74 _ 9 . Cost Cost " Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT I ITEM UNIT PRICE Final Quantity I Date Quantity Adjustment Additions Deductions Contract Cost F Base Bid 75A L SUM MOBILIZATION $1.00 1.00_ $1.00 1.00 0.00 $0.00 $1.00 76A L SUM TRAFFIC CONTROL AND PROTECTION , $600.00 1.00 $600.00 1.00 0.00_ $0.00 $600.00 77A SQ FT INFORMATIONAL SIGN FABRICATION $12.00 $0.00 15.00 (15.00) -$180.00 $180.00 78A SQ FT SIGN PANEL-TYPE 1 $21.95 66.25 $1,454.19 96.00 (29.75), -$653.01 $2,107.20 79A EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $50.00 21.00 $1,050.00 _ 23.00 (2.00) -$100.00 $1,150.00 80A SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 120.60 $1,206.00 134.00 (13.40) -$134.00 $1,340.00 81A EACH BEACON DOMUS POLE 10' , $1,100.00 3.00, $3,300.00 3.00 0.00 $0.00 $3,300.00 82A EACH BEACON DOMUS POLE 12' _ $1,200.00 0.00 $0.00 10.00 (10.00) -$12,000.00 $12,000.00 83A EACH BEACON DOMUS POLE 14' $1,300.00 0.00 $0.00 , 1.00 (1.00) -$1,300.00 $1,300.00 84A EACH FOUNDATION FOR BEACON DOMUS POLE $500.00 7.00 $3,500.00 0.00, 7.00 $3,500.00 'EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE LESS THAN 2 SF(BACKPLATE AND 85A EACH FRAME PAINTED BLACK) $350.00 4.00 $1,400.00 12.00 (8.00) -$2,800.00 $4,200.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE GREATER THAN 2 SF AND LESS THAN 86A EACH 4 SF(BACKPLATE AND FRAME PAINTED BLACK) $515.00 2.00 $1,030.00 8.00 (6.00) -$3,090.00 $4,120.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE GREATER THAN 4 SF(BACKPLATE 87A EACH AND FRAME PAINTED BLACK) $850.00 9.00 $7,650.00 12.00 (3.00) -$2,550.00 $10,200.00 88A SQ FT SYMBOLS $5.50 0.00 $0.00 97.00 (97.00) -$533.50 $533.50 • 89A FOOT EPDXY PAVEMENT MARKING-LINE 4" $1.80 740.00 $1,332.00 314.00 426.00 $766.80 $565.20 90A FOOT EPDXY PAVEMENT MARKING-LINE 6" $2.70 701.30 $1,893.51 , 576.00 125.30 $338.31 $1,555.20 91A FOOT EPDXY PAVEMENT MARKING-LINE 24" $10.80 48.50 $523.80 52.00 (3.50) -$37.80 $561.60 92A FOOT PAINT PAVEMENT MARKING-LINE 6" $2.36 0.00 $0.00 612.00 (612.00) -$1,444.32 $1,444.32 93A SQ FT PAVEMENT MARKING REMOVAL $2.00 7.00 $14.00 612.00 (605.00) -$1,210.00 $1,224.00 94A EACH PEDESTRIAN LIGHT POLE $4,240.00 2.00 $8,480.00 2.00 0.00 $0.00 $8,480.00 95A FOOT CONDUIT IN TRENCH,3"DIA.,GALVANIZED STEEL $11.15 166.00 $1,850.90 50.00 116.00 $1,293.40 $557.50 96A FOOT CONDUIT IN TRENCH,4"DIA.,GALVANIZED STEEL $16.50 228.00 $3,762.00 106.00 122.00 $2,013.00 $1,749.00, 97A FOOT CONDUIT IN TRENCH,8"DIA.,GALVANIZED STEEL $70.00 0.00 $0.00 35.00 (35.00) -$2,450.00 $2,450.00 CONDUIT IN TRENCH,3/4"DIA.,COILABLE 98A FOOT NONMETALLIC CONDUIT $3.20 0.00 $0.00 19.00 (19 00) -$60.80 $60.80 CONDUIT IN TRENCH,2"DIA.,COILABLE 99A FOOT NONMETALLIC CONDUIT $3.80 1126.00 $4,278.80 , 1455.00 (329.00) -$1,250.20 $5,529.00 100A EACH HANDHOLE $1,200.00 1.00 $1,200.00 1.00 0.00 $0.00 $1,200.00 101A EACH HANDHOLE TO BE ADJUSTED $750.00 10.00 $7,500.00 5.00 5.00 $3,750.00 $3,750.00 • ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 102A FOOT RHW)1/C NO.10 $0.75 392.50 $294.38 1557.00 (1164.50) -$873.38 $1,167.75 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 103A FOOT RHW)1/C NO.8 $0.95 1371.00 $1,302.45 1379.00 (8.00) -$7.60 $1,310.05, ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 104A FOOT RHW)1/C NO.6 $1.25 785.00 $981.25 2742.00 (1957.00) -$2,446.25 $3,427.50 ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 105A FOOT RHW)1/C NO.4 $1.70 6018.50 $10,231.45 2808.00 3210.50 $5,457.85 - $4,773.60 10 Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original UNIT ITEM UNIT PRICE Final Quantity Date Quantity Adjustment Additions Deductions Contract Cost Base Bid ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE 106A FOOT RHW) 1/C NO.2 $2.20 0.00 $0.00 60.00 (60.00) -$132.00 $132.00 107A FOOT TRENCH AND BACKFILL FOR ELECTRICAL WORK $3.00 1092.00 $3,276.00 1455.00 (363.00) -$1.089.00 $4,365.00 108A FOOT LIGHT POLE FOUNDATION 24"DIAMETER $150.00 108.00 $16,200.00 96.00 12.00_ $1,800.00 $14,400.00 109A FOOT LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET. $175.00 0.00 $0.00 7.00 (7.00), -$1,225.00 $1,225.00 CIRCUIT BREAKER, 1 POLE,20 AMP, IN EXISTING 110A EACH LIGHTING CONTROLLER $125.00 0.00 $0.00 1.00 (1.00) -$125.00 $125.00 111A FOOT DETECTOR LOOP,TYPE I $22.00 0.00 $0.00 120.00 (120.00) -$2,640.00 $2,640.00 112A EACH REMOVE EXISTING HANDHOLE 0.00 $0.00 1.00 (1.00) $0.00 $0.00 113A EACH REMOVE EXISTING LIGHTING SYSTEM $1,000.00 4.00 $4,000.00 4.00 0.00 $0.00 $4,000.00 ' 114A EACH RELOCATE EXISTING PEDESTRIAN LIGHT POLE $500.00 13.00 $6,500.00 13.00 0.00 $0.00 $6,500.00 115A EACH RELOCATE EXISTING ROADWAY LIGHT POLE $700.00 4.00 $2,800.00 4.00 0.00 $0.00 $2,800.00 PAINT STREET LIGHT POLE WITH SINGLE LIGHT 116A EACH FIXTURE(14'TALL) _$380.00 0.00 $0.00 5.00 (5.00), -$1,900.00 $1,900.00 PAINT STREET LIGHT POLE WITH DUAL LIGHT ' " 117A' EACH FIXTURE(14'TALL) $440.00 0.00 $0.00 5.00 (5.00) -$2,200.00 $2,200.00 PAINT STREET LIGHT POLE WITH SINGLE LIGHT 118A EACH FIXTURE(30'TALL) $595.00 0.00 $0.00 2.00 (2.00) -$1,190.00 $1,190.00 119A CU YD DEBRIS REMOVAL $170.64 0.00 $0.00 5.00 (5.00) -$853.20 $853.20 120A CU YD ENGINEERED SOIL $105.00 56.00 $5,880.00 65.00 (9.00) -$945.00 $6,825.00 121A CU YD PLANTING SOIL MIX $70.00 47.80 $3,346.00 70.00 (22.20) -$1,554.00 $4,900.00 122A SQ YD SHREDDED HARDWOOD MULCH,3" $5.00 48.00 $240.00 80.00 (32.00) -$160.00 $400.00 123A EACH ULMUS J X W'MORTON STALWART',3"CAL $363.00 7.00 $2,541.00 7.00 0.00 $0.00 $2,541.00 124A EACH PYRUS CALLERYANA'CHANTICLEER',2.5 CAL $318.00 7.00 $2,226.00_ 7.00 0.00 $0.00 $2,226.00 125A EACH BUXUS SEMPERVIRENS'WILSON',3 GAL $75.00 21.00 $1,575.00 21.00 0.00 $0.00 $1,575.00 126A EACH GAL $11.00 77.00 $847.00 77.00 0.00 $0.00 $847.00 , 127A EACH HEUCHERA'SILVER SCROLLS', 1 GAL $12.00 42.00 $504.00, 42.00 0.00 $0.00 $504.00 128A EACH RUDBECKIA FULGIDA'GOLDSTURM',1 GAL $9.00 56.00 $504.00 56.00 0.00 $0.00 $504.00 129A EACH SIZE $5.00 154.00 $770.00 154.00 0.00 $0.00 $770.00 130A EACH HYACINTHUS'WOODSTOCK' $3.00 84.00 $252.00 84.00 0.00 , $0.00 $252.00 131A EACH NARCISSUS'KING ALFRED',DN 1 $3.00 112.00 $336.00 112.00 0.00 $0.00 $336.00 132A SQ FT UNIT PAVERS,CLAY $4.74 7397.60 $35,064.62 8150.00 (752.40) -$3,566.38 $38,631.00 133A SQ FT UNIT PAVERS,CLAY CROSSWALK $6.74 1804.00 $12,158.96 2145.00 (341.00) -$2,298.34 $14,457.30 . 134A SQ FT UNIT PAVERS,TRUNCATED DOME $9.74 216.00 $2,103.84 216.00 0.00 $0.00 $2,103.84 135A EACH PAVER GRATES $2,535.47 7.00 $17,748.29 7.00 0.00 $0.00 $17,748.29 136A FOOT CONCRETE PLANTER CURB (BUFF COLOR) $33.55 266.00 $8,924.30 266.00 0.00 $0.00 $8,924.30 137A FOOT ORNAMENTAL METAL FENCE, 18"HT. $89.42 270.20 $24,161.28 266.00 4.20 $375.56 $23,785.72 138A EACH TRASH RECEPTACLES $1,933.93 3.00 $5,801.79 3.00 0.00 $0.00 $5,801.79 139A EACH RECYCLING RECEPTACLES $1,933.93 3.00, $5,801.79 3.00 0.00 $0.00 $5,801.79 140A SQ FT IRRIGATION SYSTEM $50.17 710.00 $35,620.70 710.00 0.00 $0.00 $35.620.70 141A FOOT 2"PVC MAINLINE IRRIGATION PIPE $6.00 1500.00 $9,000.00 1500.00 0.00 $0.00 $9,000.00 11 Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original 1 UNIT ITEM UNIT PRICE Final Quantity I Date Quantity Adjustment Additions Deductions Contract Cost - ' • Base Bid • 142A EACH DUST CONTROL-MECHANICAL SWEEPING $250.00 4.00 $1,000.00 15.00 (11.001 -$2,750.00 $3,750.00 143A UNIT CHLORIDE $0.01 0.00 $0.00 50.00 (50.00) -$0.50 $0.50 ALT B 1B CU YD EARTH EXCAVATION $28.29 1506.50 $42,618.89 575.00 931.50 $26,352.14 $16,266.75 2B CU YO MATERIAL $39.93 0.00 $0.00 380.00 (380.00) -$15,173.40 $15,173.40 3B CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $38.31 50.50 $1,934.66 380.00 (329.50), -$12,623.15 $14,557.80 4B EACH INLET FILTERS $130.00 2.00 $260.00 3.00 (1.001 -$130.00 $390.00 5B FOOT PERIMETER EROSION BARRIER $3.50 0.00 $0.00 680.00 (680.00) -$2,380.00 $2,380.00 6B SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $7.69 106.20 $816.68 450.00 (343.80) -$2,643.82 $3,460.50 7B SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $6.99 1964.10 $13,729.06 2003.00 (38.90) -$271.91 $14,000.97 8B GALLON BITUMINOUS MATERIALS(PRIME COAT) $0.25 175.00 $43.75 150.00 25.00 $6.25 $37.50 9B TON HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 $70.00 222.74 $15,591.80 252.00 (29.26) -$2,048.20 $17,640.00 10B TON N50 $76.00 282.92 $21,501.92 224.00 58.92 $4,477.92 $17,024.00 118 SQ YD PROTECTIVE COAT $0.83 0.00 $0.00 50.00 (50.00) -$41.50 $41.50 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 128 SQFT (BUFF COLOR) $7.07 443.50 $3,135.55 450.00 (6.50) -$45.96 $3,181.50 13B SQ YD PAVEMENT REMOVAL $4.19 1250.80 $5,240.85 1325.00 (74.20) -$310.90 $5,551.75 14B SQ YD DRIVEWAY PAVEMENT REMOVAL $10.80 12.00 $129.60 28.00 (16.00) -$172.80 $302.40 15B FOOT COMBINATION CURB AND GUTTER REMOVAL $8.56 0.00 $0.00 35.00 (35.00) -$299.60 $299.60 16B FOOT CONCRETE BARRIER REMOVAL $14.13 0.00 $0.00 40.00 (40.00) -$565.20 $565.20 17B SQ FT SIDEWALK REMOVAL $1.94 0.00 $0.00 75.00 (75.00) -$145.50 $145.50 18B L SUM REMOVAL OF EXISTING STRUCTURES $1,239.91 1.00 $1,239.91 1.00 0.00 $0.00 $1,239.91 19B CU YD CONCRETE REMOVAL - $287.01 4.25 $1,219.79 10.00 (5.75) -$1,650.31 $2,870.10 20B SQ FT SYSTEM $22.48 0.00 $0.00 448.00 (448.00) -$10,071.04 $10,071.04 21B FOOT 12" $115.00 205.00 $23,575.00 231.00 (26.00) -$2,990.00 $26,565.00 22B FOOT STORM SEWER REMOVAL 8" $25.00 180.00 $4,500.00 180.00 0.00 $0.00 $4,500.00 • CATCH BASIN,TYPE A,4'-DIAMETER,EJIW 7010 23B EACH TYPE M4 GRATE OR.NEENAH R-3010 TYPE L $3,100.00 3.00 $9,300.00 2.00 1.00 $3,100.00 $6,200.00 24B EACH GRATE $1,900.00 0.00 $0.00 1.00 (1.00) -$1,900.00 $1,900.00 25B FOOT PIPE UNDERDRAIN FOR STRUCTURES,6" $18.00 50.00 $900.00 70.00 (20.00) -$360.00 $1,260.00 26B EACH FILLING CATCH BASINS $500.00 1.00 $500.00 2.00 (1.00) -$500.00 $1,000.00 27B FOOT CONCRETE CURB,TYPE B $27.99 995.60 $27,866.84 850.00 145.60 $4,075.34 $23,791.50 28B SQ FT SIGN PANEL-TYPE 1 $21.95 4.00 $87.80 10.00 (6.00) -$131.70 $219.50 29B EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $75.00 2.00 $150.00 2.00 0.00 $0.00 $150.00. 30B SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 10.00 $100.00 10.00 0.00 $0.00 $100.00 31B FOOT METAL POST-TYPE A $9.00 25.00 $225.00 25.00 0.00 $0.00 $225.00 12 ,ice Cost Cost Total Cost to Plan Quantity Adjustment- Adjustment- Original `UNIT ITEM UNIT PR ICE Final Quantity( Date Quantity Adjustment Additions Deductions Contract Cost Base Bid -$140.00 $140.00 32B FOOT METAL POST-TYPE A $10.00 0.00 $0.00 14.00 (14.00) 33B SQ FT SYMBOLS $7.00 20.70 $144.90 40.00, (19.30)_ -$135.10 $280.00 348 FOOT PAINT PAVEMENT MARKING-LINE 4" $2.16 1219.60 $2,634.34 1200.00 19.60 $42.34 $2,592.00 35B CU YD PLANTING SOIL MIX $70.00 702.90 $49,203.00 530.00, 172.90 $12,103.00 $37,100.00 36B SY SHREDDED HARDWOOD MULCH,3" $5.00 702.90 $3,514.50 530.00 172.90 $864.50 _ $2,650.00 $560.00 9.00 $5,040.00 9.00 0.00 $0.00 $5,040.00 37B EACH CA; pp -$690.00 $2,760.00 15 2 070.00 60.00 ( ) 38B EACH HYDRANGEA ARBORESCESNS'ANNABELLE';3 GAL $46.00 45.00 $2,070.00 $0.00 _ $1,002.00 39B EACH MAGNOLIA X LILIIFLORA'MARILLYN,7 HT $334.00 3.00 $1,002.00 3.00 0.00 ' $275.00 9.00_ $2,475.00 , 9.00 0.00 $0.00 $2,475.00 40B EACH MALUS'ORANGE CRUSH 49.00 $1,862.00 $2,204.00 38.00 107.00 $4,066.00 58.00 41B EACH RIBES ALPINUM,3 GAL $38.00 -$800.00 $1,850.00 42B EACH SYRINGA VULGARIS'RALPH'S DWARF' $50.00 21.00 - $1,050.00 37.00 (16.00) 43B EACH HELICTOTRICHON SEMPERVIRENS'SAPPHIRE' $11.00 83.00 $913.00, 83.00 0.00 $0.00 $913.00 44B EACH ECHINACEA'TWILIGHT, 1 GAL $14.00 21,00, $294.00 21.00 0.00 $0.00 $294.00 45B EACH ECHINACEA'SUNDOWN',1 GAL $11.00 239.00 $2,629.00, 239.00 0.00 $0.00 $2,629.00 46B EACH NEPETA'SIX HILLS GIANT,1 GAL $10.00 269.00 $2,690.00 269.00 0.00 $0.00 $2,690.00 47B EACH ORIGANUM LAEVIGATUM'ROSENKUPPEL',1 GAL $11.00 98.00 $1,078.00 98.00 0.00 $0.00 $1,078.0090 48B EACH SEDUM'BLACK JACK', 1 GAL $21.00 427.00 $8,967.00 427.00 0.00 $0.00 $8,967.00 49B EACH RUDBECKIA FULGIDA'GOLDSTURM',1 GAL $9.00 154.00 $1,386.00 154.00 0.00_ $0.00 $1,386.00 182 00 50B EACH SIZE $3.00 54.00 $162.00 54.00 0.00 $0.00 $ 51 B EACH NARCISSUS'KING ALFRED',DN 1 $3.00 1334.00 $4,002.00 . 1334.00 0.00 $0.00 $4,002.00 52B SQ,FT IRRIGATION SYSTEM $5.17 6326.60 $32,708.52 4715.00 1611.60 $8,331.97 $24,376.55 53B FOOT 2"PVC MAINLINE IRRIGATION PIPE $6.00 400.00 $2,400.00 400.00 0.00_ $0.00 $2,400.00 • - s4,614,352.16 $4,814,353.75 ORIGINAL CONTRACT VALUE 1 EXTRA WORK fTEMS 517,529.33 1. Symphony Way Sink Role 120 a. Repair street settlement 5S6,90.90120 b. Televise storm sewer to investigate it settlement due to storm sewer failure. $57,713.39 2. Donnelly Sidewalk Vault on Division Street $10,465.00 a. Abandon water well found In floor of sidewalk vault. $15,465.00 b. Permanent structural support of vault roof to remain. S15,255.65 C. Partall depth removal of vault roof to allow for a sidewalk cap. 20,675.59 d. Install rebar where vault roof had to be patched S4,567.15 e. Injection waterproofing on partial depth vault roof E44,607.13 1 Division Street sidewalk vaults(11 ihrought 23 N Douglas) .514Oa a. Redrywali finished sidewalk vault S1$514.04 40 b. Restore sprinkler system In finished vault $2 449 40 c. Restore finished sidewalk vault 5$2,909.80 d. Replace electrical services to five business to fill non-finished sidewalk vaults �.$119.649.85 5119,849.65 TOTAL EXTRA WORK ITEMS 539,457.03 � .. • ADJUSTMENT TO CONTRACT PAY ITEMS S4,973.659.06 , FINAL CONTRACT VALUE . MISCELLANEOUS ELECTRICAL AND PRIVATE UTILITY WORK(line item 232) - J ITEMS COST Move electrical panels at 11 N Douglas to allow filling of sidewalk vault $1,500.00 MISCELLANEOUS WORK(line item 233) ITEMS Locate and cap irrigation system at the Centre,along Douglas $1,092.00 Add irrigation junction boxes to connect to existing irrigation system $1,590.00 Add irrigation system along the north side of Police Station $8,900.85 Emergency repair to water service repair at Elgin Key and Lock $1,377.08 Install bollards at DuPage Court as requested by Mayor Schock $1,245.00 Replace sanitary line at St. Paul Church to allow reconnection to main $243.45 Replace sanitary line at 21,23 and 24 N Douglas to allow proper vault filling $3,977.47 Remove contaminated soil found at Symphony and Spring $2,002.27 Add irrigation system on Symphony Way $8,342.80 Remove contaminated soil found at Symphony and Douglas, parking lot $6,951.07 Add underground roof drain at Elgin Key and Lock $1,582.51 Add 8" Ductile Iron Pipe to allow locating flexibility around other utilities, replaces 12" DIP $21,965.00 Extra light pole delivered to the City $3,177.00 Add install only of paver grates to allow installation of existing spare grates $6,129.97 Add installation of temporary signal detector loops $2,890.00 Add paint marking line 4" at? $3,659.04 Add 5" thick portland cement concrete base course instead of using 9"thick pcc base course $27,421.68 Add 2 inch diameter conduit in trench to provide sleeves for future use $506.25 Add sod restoration at ? $5,704.59 Add temporary pavement marking tape $496.50 Removed and replace furnace duct at 23 N Douglas $2,376.00 Add foundation coring greater than 12" to accommodate thicker building foundations $2,100.00 Add Panicum Virgatum "Shenandoah" 2 gallon plantings $2,592.00 TOTAL MISCELLANEOUS WORK $116,322.53 • ,• ELGIN THE CITY IN THE SUBUPFIS DATE: February 9, 2012 TO: Joe Evers, City Engineer FROM: Kimberly Dewis, City Clerk SUBJECT: Resolution No. 12-15 and 12-16, Adopted at the January 25, 2012, Council Meeting Enclosed you will find the agreement listed below. Please distribute this agreement to the other party and keep a copy for your records if you wish. If you have any questions please feel free to contact our office 847-931-5660 and we will do our best to assist you. Thank you. • Resolution Approving Change Order No. 1 and Final in the Contract with Landmark Contractors, Inc. for the 2009 Central Business District Streetscape Improvements Project(Phase III) • Resolution Approving Change Order No. 1 and Final in the Contract with Landmark Contractors, Inc. for the 2010 Central Business District Streetscape Improvements Project(Phase IV)