Loading...
HomeMy WebLinkAbout12-16 Resolution No. 12-16 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) WHEREAS, the City of Elgin has heretofore entered into a contract with Landmark Contractors, Inc. for the 2010 Central Business District Streetscape Improvements Project (Phase IV); 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 C ,3 City of Elgin Change Order ELGIN,ILLINOIS PROJECT 2010 CBD STREETSCAPE IMPROVEMENTS CHANGE ORDER No. 1 AND FINAL CONTRACT: Central Business District Streepscape Improvement, Phase 4 (2010)—Included a base bid and two alternates. Base Bid included Highland Avenue(Riverside Drive to Center Street), Grove Court from Highland to north end and Spring Street(Highland Avenue to Division Street). Alternate A included Dexter Court(including new water main). Alternate B included Center Street from Kimball Street to Dundee Avenue. (Bid No. 10-016) SCOPE: This change order allows for the inclusion of additional construction effort including an emer- gency repair to a failing sidewalk vault at 7/9 State Street, additional pavement reconstruction on High- land Avenue where existing pavement was not adequate to allow resurfacing and the addition of new light poles on Dexter Court. Exhibit A includes the final quantities and descriptions of the added efforts. REASONS FOR CHANGE: The inclusion of the above items and the increase to contract quantities were requested by the City to be included in the 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: As construction of the new curb line on Highland Avenue progress, it was discovered that some of the existing pavement adjacent to the new curb consisted of brick pavement that was too high to allow adequate resurfacing. Removal of the exist- ing base and construction of new base was required. Plans called for the addition of two new light poles on Dexter Court and the re-use of the existing brown poles. The City chose to replace the poles at the entrance to City Hall with new, LED light poles to match the new poles being installed throughout downtown. Sidewalk failure in front of 7 and 9 State Street created a hazard to pedestrians. Investiga- tion of the sidewalk revealed existing sidewalk vaults that had been closed from inside the businesses, but never filled. Work was done to complete the closure to existing buildings,waterproof and fill these sidewalk vaults. New sidewalk was poured. ORIGINAL CONTRACT AMOUNT: $4,273,541.44 CHANGE ORDER No. 1 1. Emergency repair of SW vaults at 7/9 State Street $32,913.53 2. Additional Pavement reconstruction on Highland Ave $95,080.63 3. New light poles on Dexter Court $45,600.00 4. Adjustments to Contract Pay Items -$19,982.29 TOTAL FOR CHANGE ORDER NO.1: ADD $ 153,611.87 TOTAL REVISED CONTRACT AMOUNT: $4,427,153.31 The original amount of the contract with Landmark Contractors, Inc. is $ 4,273,541.44. Change Order No. 1 will increase the original contract amount by a total of$153,611.87, that sum representing three and fifty-nine hundredths percent (3.59%) of the original contract amount. The new contract amount, inclusive of all change orders is $4,427,153.31. OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. CHANGE ORDER No. 1 and Final Agreed to this 11 day of January , 2012. Recommended by: ENGINEERING DEPARTMENT By: Joe Evers Title: City Engineer Date: / /Z/Z Signature: iorl , C/`(..4--__ Accepted by: LANDMARK CONTRACTORS, INC. Party of the Second Part (Contractor) By: L-__on (irave,s Title: -,__S , Date: / ,9 Signature: Approved by: CITY OF ELGIN Party of the First Part (Owner) By: Sean Stegall Title: City Manager Date: January 25, 2012 Signature: 144. 10Z/ F:\Legal Dept\forms\Change Order Form.doc - Page 1 of 18 P.O.Box 1104/11916 W Main St , Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C U N 1 R A C 1 O H S . 111C . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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(6T015 UNITS DIA) 75.00 UNIT 23.00 1,725.00 92 70 2.132.10 9270 2.132.10 - - 2 TREE REMOVAL(OVER 15 UNITS DIA) 20.00 UNIT 30.00 600.00 - - - 3 TREE PROTECTION 40.00 EA 100.00 4,000.00 - - - - 4 TREE ROOT PRUNING 40.00 EA 75.00 3,003.00 - - - - 5 EARTH EXCAVATION 1,983.03 CY 46.80 92,804.40 1287.90 60,273.72 1287.90 60,273.72 - - 6 REMOVAL&DISPOSAL OF UNSUITABLE MAT 69.00 CY 52.89 3,649.41 - - - - 7 POROUS GRANULAR EMBANKMENT 39.00 CY 36.68 1,430.52 34.40 1,261.79 34.40 1,261.79 - - 8 POROUS GRANULAR EMBANKMENT,SUBGRADE 222.00 CY 37.10 8,236.20 - - - - 0 EXPLORATION TRENCH 77 DEPTH 400.00 FT 40.00 16,000.00 5.00 200.00 5.00 200.00 - - 10 INLET FILTERS 54.00 EA 80.00 4,320.00 18.00 1,440.00 18.00 1,440.00 - - 11 SUB-BASE GRANULAR MAT,TY B 4' 4,275.00 SY 7.50 32,062.50 4838.90 36,291.75 4838.90 36,291.75 - - 12 SUB-BASE GRANULAR MAT,TY B 6'-CHANGE ORDER 82 2,480.00 SY 7.85 19,468.00 6180.50 48,516.93 6180.50 48,516.93 - - 13 PCC BASE CRS 8' 223.00 SY 47.31 10,550.13 285.90 13,525.93 285.90 13,525.93 - - 14 PCC BASE CRS 9'-CHANGE ORDER 82 1,555.00 SY 49.00 76,195.00 519.00 25,431.00 519.00 25,431.00 - - 15 HIGH-EARLY-STRENGTH PCC BASE CRS 9' 797.00 SY 63.00 50,211.00 2650.90 167,006.70 2650.90 167,006.70 - - 16 PCC UNDERLAYMENT 5' 26,906.00 SF 4.80 129,148.80 29277.30 140,531.04 29277.30 140,531.04 - - 17 BR MATS(PRIME COAT) 1,251.00 GAL 1.00 1,251.00 1278.00 1,278.00 1278.00 1,278.00 - - 18 HOT-MIX ASPHALT BINDER CRS,IL-19.0,N50 1,051.00 TN 64.00 67,264.00 853.34 54,613.76 853.34 54,613.76 - - 19 HOT-MIX ASPHALT SURFACE CRS,MIX"D",N50 934.00 TN 72.00 67,248.00 982.93 70,770.96 982.93 70,770.96 - - 20 INCIDENTAL HOT-MIX ASPHALT SURFACING 50.00 TN 292.41 14,620.50 623.88 182,428.75 623.88 182,428.75 - - 21 HES PCC PAVEMENT 13'(BUFF COLOR) 133.00 SY 290.00 38,570.00 122.00 35,380.00 122.00 35,380.00 - - 22 PCC DRIVEWAY PAVEMENT,8"(BUFF COLOR) 275.00 SY 63.00 17,325.00 209.20 13,179.60 209.20 13,179.60 - - 23 PROTECTIVE COAT 8,575.00 SY 0.05 428.75 1129.00 56.45 1129.00 56.45 - - 24 PCC SIDEWALK 5' 250.00 SF 6.78 1,695.00 132.40 897.67 132.40 897.67 - - 25 PCC SIDEWALK 5'(BUFF COLOR) 10,715.00 SF 6.95 74,469.25 13795.50 95,878.73 13795.50 95,8713.73 - - 26 PCC SIDEWALK 5"-ADA COMPLIANT(RED STAMP) 20.00 SF 14.45 289.00 0.00 - - - - -r- - 27 PAVEMENT REMOVAL 4,362.00 SY 16.90 73,717.80 5091.10 86,039.59 5091.10 86,039.59 - - 28 HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" 6,701.00 SY 3.00 20,103.00 6128.20 18,384.60 6128.20 18,384.60 - - -29 DRIVEWAY PAVEMENT REMOVAL 275.00 SY 11.42 3,140.50 430.50 4,916.31 430.50 4,916.31 - - Exhibit A Page 2 of 18 P.O.Box 1104/11916 W Main St , Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C (I N I H A C 111 H S INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 30 COMB CURB&GUTTER REMOVAL 3,753.00 FT 8.86 33,251.58 3573.80 31,663.87 3573.80 31,663.87 - - 31 SIDEWALK REMOVAL 5,177.00 SF 4.15 21,484.55 31671.00 131,434.65 31671.00 131,434.65 - - 32 SIDEWALK REMOVAL-VAULTED 750.00 SF 6.50 4,875.00 1601.10 10,407.15 1601.10 10,407.15 - - 33 SIDEWALK REMOVAL&REPLACEMENT-VAULTED 210.00 SF 39.00 8,193.00 0.00 - - - - 34 VAULT ROOF REMOVAL&REPLACEMENT 500.00 SF 33.00 16,500.00 0.00 - - - 35 MEMBRANE WATERPROOFING 1,500.00 SF 3.95 5,925.00 0.00 - - - - 36 CLASS C PATCHES,9' 25.00 SY 124.50 3,112.50 0.00 - - - - 37 CONCRETE MASONRY UNIT BLOCK WALL 50.00 SF 143.38 7,169.00 206.20 29,§64.96 206.20 29,564.96 - - 38 CONCRETE REMOVAL 30.00 CY 500.00 15,000.00 17.97 8,985.00 17.97 8,985.00 - - 39 RAILROAD TRACK REMOVAL(COMPLETE) 69.00 FT 2.85 196.65 0.00 - - - - 40 CONCRETE STRUCTURES 3.00 CY 1,892.00 5,676.00 9.60 18,163.20 9.60 18,163.20 - - 41 SEWER-REINFORCED CONCRETE PIPE(RCCP)-17 174.00 FT 100.00 17,400.00 44.30 4,430.00 44.30 4,430.00 - - 42 SEWER-DUCTILE IRON PIPE(DIP)-17 103.00 FT 125.00 12,875.00 307.30 38,412.50 281.10 35,137.50 26.20 3,275.03 43 SANITARY SERVICE CONNECTION 2.00 EA 500.00 1,000.00 0.00 - - - - 44 FOUNDATION CORING-3'DIA OR LESS 25.00 EA 250.00 6,250.00 0.00 - - - - 45 FOUNDATION CORING-3'T017 DIA 1.00 EA 350.00 350.00 1.00 350.00 1.00 350.00 - - 46 FOUNDATION CORING->17 DIA 1.00 EA 750.00 750.00 6.00 4,500.00 6.00 4,500.00 - - 47 DUCTILE IRON FITTINGS 200.00 LB 10.00 2,000.00 78.00 780.00 78.00 780.00 - - 48 WATER MAIN 6' 45.00 FT 100.00 4,500.00 6.50 650.00 6.50 650.00 - - 49 POLYETHYLENE WRAP 6' 45.00 FT 5.00 225.00 0.00 - - - - 50 RESIUENT WEDGE VALVE-6' 2.00 EA 1,000.03 2,000.03 0.00 - - - 51 FIRE HYDRANTS TO BE MOVED 1.00 EA 2,600.00 2,600.00 1.00 2,600.00 1.00 2,600.00 - - 52 FIRE HYDRANTS TO BE RELOCATED 2.00 EA 3,500.00 7,000.00 1.00 3,500.00 1.00 3,500.00 - - 53 FIRE HYDRANTS TO BE ADJUSTED 1.00 EA 900.00 900.00 1.00 900.00 1.00 900.00 - - 54 FIRE HYDRANTS TO BE REMOVED 2.00 EA 750.00 1,500.00 2.00 1,500.00 2.00 1,500.00 - - 55 BUFFALO BOX REMOVAL 5.00 EA 100.00 500.00 1.00 100.00 1.00 100.00 - - -�56 WATER MAIN REMOVAL 6' 40.00 FT 25.00 1,000.00 15.50 387.50 15.50 387.50 - - 57 STORM SEWER REMOVAL 10" 8.00 FT 20.00 160.00 45.00 900.00 45.00 900.00 - - -58 STORM SEWER REMOVAL 17 6.00 FT 20.00 120.00 33.00 660.00 33.00 660.00 - _ Page 3 of 18 P.O.Box 1104/11916 W Main St p i ' Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C 0 N ► H 4 C ► D H S . I N C . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 59 CONTROLLED LOW-STRENGTH MAT 57.00 CY 125.00 7,125.00 0.00 - - - - 60 PIPE UNDERDRAINS 4' 3,903.00 FT 10.00 39,030.00 195.50 1,955.00 195.50 1,955.00 - - 61 CB,TY A,4'-DIA,EJIW 7010 TY M4 G OR NN R-3010 TY L 10.00 EA 2,800.00 28,000.00 6.00 16,800.00 6.00 16,800.00 - - 62 CB,TY A,4'-DIA,EJIW 1051 TY M1 LID OR NN R-1712 TY D 1.00 EA 2,800.00 2,800.00 0.00 - - - - 63 CB,TY C,EJIW 7010 TY M4 G OR NN R-3010 TY L 3.00 EA 1,300.00 3,900.00 9.00 11,700.00 7.00 9,100.00 2.00 2,600,00 64 INLETS,TY A,EJIW 7010 TY M4 G OR NN R-3010 TY L 2.00 EA 1,300.00 2,600.00 5.00 6,500.00 5.00 6,500.00 - - 65 MH,TY A,4'DIA W/EJIW 1051F&L(CLSD)OR NN R-1712 F&L(CLSI 2.00 EA 3,200.00 6,400.00 1.00 3,200.00 1.00 3,200.00 - - 66 MH,TY A,6'DIA W/EJIW 1051F&L(CLSD)OR NN R-1712 F&L(CLSI 1.00 EA 4,200.00 4,200.00 0.00 - - - 67 NN R-1712 F&L(CLSD)OR EJIW 1051 F&L(CLSD) 6.00 EA 300.00 1,800.00 23.00 6,900.00 23.00 6,900.00 - - 68 NN R-3010 TY L G OR EJIW 7010 TY M4 G 14.00 EA 400.00 5,600.00 0.00 - - - - 69 VALVE VAULTS,4'-DIA 2.00 EA 3,000.00 6,000.00 0.00 - - - - 70 CB TO BE ADJUSTED 7.00 EA 300.00 2,100.00 1.00 300.00 1.00 300.00 - - 71 MHTOBEADJUSTED 22.00 EA 375.00 8,250.00 3.00 1,125.00 3.00 1,125.03 - - 72 MH TO BE RECONSTRUCTED 2.00 EA 900.00 1,800.00 18.00 16,200.00 17.00 15,300.00 1.00 900.00 73 INLETS TO BE ADJUSTED 2.00 EA 300.00 600.00 1.00 300.00 1.00 300.00 - - 74 VALVE VAULTS TO BE ADJUSTED 31.00 EA 375.00 11,625.00 3.00 1,125.00 3.00 1,125.00 - - 75 VALVE VAULTS TO BE REMOVED 18.00 EA 400.00 7,200.00 5.00 2,000.00 5.00 2,000.00 - - 76 VALVE BOXES TO BE REMOVED 1.00 EA 100.00 100.00 1.00 100.00 1.00 100.00 - - 77 FRS&LIDS TO BE ADJUSTED(SPECIAL) 46.00 EA 600.00 27,600.00 40.00 24,000.00 40.00 24,000.00 - - 78 REMOVING MH 1.00 EA 400.00 400.00 1.00 400.00 1.00 400.00 - - 79 REMOVING CB 8.00 EA 400.00 3,200.00 4.00 1,600.00 4.00 1,600.00 - - 80 REMOVING INLETS 4.00 EA 400.00 1,600.00 4.00 1,600.00 4.00 1,600.00 - - 81 REMOVING CB TO MAINTAIN FLOW 1.00 EA 2,000.00 2,000.00 1.00 2,000.00 1.00 2,000.00 - - 82 FILLING MH 1.00 EA 400.00 400.00 3.00 1,200.00 1.00 400.00 2.00 800.00 83 CONCRETE CURB,TY B 28.00 FT 28.00 784.00 260.30 7,288.40 260.30 7,288.40 - - 84 COMB CONCRETE CURB&GUTTER,TY B-6.12 200.00 FT 27.60 5,520.00 195.20 5,387.52 195.20 5,387.52 - - - 85 COMB CONCRETE CURB&GUTTER,TY B-6.18 3,903.00 FT 29.50 115,138.50 3908.20 115,291.90 3908.20 115,291.90 - - 86 CONCRETE MEDIAN,TY SB-6.12 505.00 SF 14.00 7,070.00 506.40 7,089.60 506.40 7,089.60 - - 17 GUARDRAIL REMOVAL 65.00 FT 5.10 331.50 65.50 334.05 65.50 334.05 - - Page 4 of 18 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.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 88 ENGINEER'S FIELD OFFICE,TY A 13.00 CM 2,150.00 27,950.03 1200 25,800.00 12.00 25,800.00 - - 89 MOBILIZATION 1.00 LS 257,081.50 257,081.50 1.00 257,081.50 1.00 257,081.50 - - 90 TRAFFIC CONTROL&PROTECTION 1.00 LS 86,000.00 86,000.00 1.0000 86,000.00 1.0000 86,000.00 - - 91 ARROW BOARDS 4.00 EA 4,800.00 19,200.00 4.00 19,200.00 4.00 19,200.00 - - 92 INFORMATIONAL SIGN FABRICATION 35.00 SF 12.00 420.00 21.00 252.00 21.00 252.00 - - 93 LIGHT CONTROLLER,PAD MOUNTED 1.00 EA 10,020.00 10,020.00 1.00 10,020.00 1.00 10,020.00 - - 94 FREE PARKING SIGN 4.00 EA 9,000.00 36,000.00 4.00 36,000.00 4.00 36,000.00 - - 95 SIGN PANEL-TY1 179.00 SF 45.00 8,055.00 113.25 5,096.25 81.25 3,656.25 32.00 1,440.00 96 REMOVE SIGN PANEL ASSEMBLY-TY A 16.00 EA 35.00 560.00 10.00 350.00 10.00 350.00 - - 97 REMOVE SIGN PANEL-TY 1 144.00 SF 10.00 1,440.00 36.25 362.50 36.25 362.50 - - 96 METAL POST-TY A 13.00 FT 8.00 104.00 0.00 - - - - 99 BEACON DOMUS POLE 10' 2.00 EA 800.00 1,600.03 2.00 1,600.00 - 2.00 1,600.00 100 BEACON DOMUS POLE 17 4.00 EA 1,000.00 4,000.00 0.00 - - - - 101 FOUNDATION FOR BEACON DOMUS POLE 6.00 EA 250.00 1,500.00 9.00 2,250.00 9.00 2,250.00 - - 102 EXTRUDED CHANNEL FR W/ALUM BKPLT<2 SF(PAINT BLK) 46.00 EA 300.00 13,800.00 41.00 12,300.00 29.00 8,700.00 12.00 3,600.00 103 EXTRUDED CHANNEL FR W/ALUM BKPLT>2 SF&<4 SF(PAINT B 7.00 EA 495.00 3,465.00 6.00 2,970.00 - 6.00 2,970.00 104 EXTRUDED CHANNEL FR W/ALUM BKPLT>4 SF(PAINT BLK) 11.00 EA 600.00 6,603.00 9.000 5,400.00 7.000 4,200.00 2.000 1,200.00 105 EPDXY PAVEMENT MARKING-LETTERS&SYMBOLS 1,080.00 SF 4 4.20 4,536.00 896.80 3,766.56 896.80 3,766.56 - - 106 EPDXY PAVEMENT MARKING-LINE 4' 4,921.00 FT 0.60 2,952.60 1902.50 1,141.50 1802.70 1,081.62 99.80 59.88 107 EPDXY PAVEMENT MARKING-UNE 6' 3,165.00 FT 1.05 3,323.25 1906.20 2,001.51 1906.20 2,001.51 - - 108 EPDXY PAVEMENT MARKING-LINE 12' 896.00 FT 2.10 1,881.60 159.40 334.74 159.40 334.74 - - 109 EPDXY PAVEMENT MARKING-LINE 24' 822.00 FT 4.20 3,452.40 334.00 1,402.80 334.00 1,402.80 - - 110 PAVEMENT MARKING REMOVAL 5,024.00 SF 1.00 5,024.00 265.50 265.50 265.50 265.50 - - 111 ELECTRIC SERVICE INSTALLATION 1.00 EA 800.00 800.00 1.00 800.00 1.00 800.00 - - 112 ELECTRIC UTILITY SERVICE CONNECTION 1.00 EA 1,000.00 1,000.00 1.00 1,000.00 1.00 1,000.00 - - 113 QUAZITE H&HOLE 17X12'X17 1.00 EA 100.00 100.00 3.00 300.00 3.00 300.00 - - 114 HOLIDAY LIGHT CONNECTORS 5.00 EA 393.00 1,965.00 5.00 1,965.00 5.00 1,965.00 - - 115 CONDUIT IN TRENCH,T DIA,GALV STEEL 349.00 FT 9.00 3,141.00 1345.00 12105.00 1345.03 12,105.00 - - ' 116 CONDUIT IN TRENCH,21/7 DIA.,GALV STEEL 137.00 FT 12.50 1,712.50 0.00 - - - - Page 5 of 18 P.O.Box 1104/11916 W Main St , Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C O N I R A C I O R S . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 117 CONDUIT IN TRENCH,3"DIA.,GALV STEEL 151.00 FT 14.00 2,114.00 88.00 1,232.00 88.00 1,232.00 - - 118 CONDUIT IN TRENCH,31/2'DIA.,GALV STEEL 135.00 FT 19.00 2,565.00 0.00 - - - - 119 CONDUIT IN TRENCH,4'DIA.,GALV STEEL 546.00 FT 20.00 10,920.00 446.00 8,920.00 406.00 8,120.00 40.00 800.00 120 CONDUIT IN TRENCH,3/4"DIA.,COILABLE NONMETALLIC CONDU 455.00 FT 2.30 1,046.50 384.20 883.66 384.20 883.66 - - 121 CONDUIT IN TRENCH,2'DIA.,COIIABLE NONMETALLIC CONDUIT 3,500.00 FT 3.80 13,300.00 3730.00 14,174.00 3550.00 13,490.00 180.00 684.00 122 H&HOLE 2.00 EA 1,000.00 2,000.00 2.00 2,000.00 - 2.00 2,000.00 123 H&HOLE TO BE ADJUSTED 27.00 EA 950.00 25,650.00 27.00 25,650.00 27.00 25,650.00 - - 124 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.10 6,000.03 FT 0.70 4,200.00 5068.50 3,547.95 5068.50 3,547.95 - - 125 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.8 5,500.00 FT 0.90 4,950.00 4088.00 3,679.20 4088.00 3,679.20 - - 126 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.6 8,500.00 FT 1.20 10,200.00 8631.50 10,357.80 8631.50 10,357.80 - - 127 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.4 7,500.00 FT 1.60 12,000.00 6538.00 10,460.80 6538.00 10,460.80 - - 128 ELECTRIC CABLE IN CONDUIT,600V(EPR TY RHW)1/C NO.2 300.00 FT 2.15 645.00 0.00 - - - - 129 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.210 300.00 FT 260 780.00 0.00 - - - 130 TRENCH&BACKFILL FOR ELECTRICAL WORK 4,355.00 FT 4.00 17,420.00 3404.00 13,616.00 3224.00 12,896.00 180.00 720.00 131 LIGHT POLE FOUNDATION,24"DIA 166.00 FT 14200 23,572.00 125.00 17,750.00 125.00 17,750.00 - - 132 UGHT POLE FOUNDATION,24'DIA,OFFSET 27.00 FT 160.00 4,320.00 0.00 - - - - 133 UGHT POLE FOUNDATION CONNECTION TO TOP SLAB OF VAUL1 1.00 EA 3,000.00 3,000.00 0.00 - - - - 134 UGHT POLE FOUNDATION CONNECTION TO VAULT FLOOR SLAB 1.00 EA 3,000.00 3,000.03 0.00 - - - 135 ELECTRIC CABLE IN CONDUIT,SIGNAL NO.14 2C 505.00 FT 1.22 616.10 - - - - 136 ELECTRIC CABLE IN CONDUIT,SIGNAL NO.14 3C 1,330.03 FT 1.25 1,662.50 - - - - 137 ELECTRIC CABLE IN CONDUIT,SIGNAL NO.14 5C 1,170.03 FT 1.30 1,521.00 - - - - -138 ELECTRIC CABLE IN CONDUIT,GROUNDING,NO.61C 455.00 FT 221 1,005.55 - - - - 139 ELECTRIC CABLE IN CONDUIT NO.20 3/C,TWISTED,SHIELDED 245.00 FT 1.37 335.65 - - - - 140 ELECTRIC CABLE IN CONDUIT,COAXIAL 290.00 FT 1.73 501.70 - - - - 141 ELECTRIC CABLE IN CONDUIT,TRACER,NO.141 C 700.00 FT 0.68 476.00 - - - - 142 FIBER OPTIC CABLE IN CONDUIT,NO.62.5/125,MM24F SM12F 725.00 FT 4.10 2,972.50 - - - - -.143 CONCRETE FOUNDATION,TY E 36-INCH DIA 13.00 FT 309.00 4,017.00 - - - - 144 CIRCUIT BREAKER,1 POLE,20 AMP,IN EXIST LIGHT CONTROLLE 2.00 EA 150.00 300.00 2.00 300.00 - 2.00 300.00 -145 CIRCUIT BREAKER,2 POLES,20 AMP,IN EXIST LIGHT CONTROLL 2.00 EA 185.00 370.00 200 370.00 - 2.00 370.00 Page 6 of 18 P.O.Box 1104/ 11916 W Main St - Phone: (847)669-5474 Huntley,IL 60142 � Fax: (847)669-5529 C D N ► RAC ► D R S . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 146 DRILL EXIST H&HOLE 5.00 EA 160.00 800.00 8.00 1,280.00 8.00 1,280.00 - - 147 REMOVE EXIST H&HOLE 5.00 EA 400.00 2,000.00 4.00 1,600.00 4.00 1,600.00 - - 148 REMOVE TRAFFIC SIGNAL HEAD 2.00 EA 195.00 390.00 0.00 - - - - 149 MOVE EXIST SIGNAL HEAD 1.00 EA 450.00 450.00 0.00 - - - - 150 REMOVE EXIST LIGHT SYSTEM 1.00 LS 4,000.00 4,000.00 1.00 4,000.00 1.00 4,000.00 - - 151 PEDESTRIAN LIGHT POLE 13.00 EA 5,890.00 76,570.00 13.00 76,570.00 13.00 76,570.00 - - 152 RELOCATE EXIST PEDESTRIAN LIGHT POLE 14.00 EA 1,300.00 18,200.00 14.00 18,200.00 14.00 18,200.00 - - 153 ROADWAY LIGHT POLE 3.00 EA 5,570.00 16,710.00 3.00 16,710.00 3.00 16,710.00 - - 154 RELOCATE EXIST ROADWAY LIGHT POLE 1.00 EA 1,330.00 1,330.00 2.00 2,660.00 2.00 2,660.00 - - 155 PAINT STREET LIGHT POLE W/SINGLE LIGHT FIXTURE(14'TALL) 23.00 EA 385.00 8,855.00 41.00 15,785.00 41.00 15,785.00 - - 156 PAINT STREET LIGHT POLE W/DUAL LIGHT FIXTURE(14'TALL) 2.00 EA 450.00 900.00 0.00 - - - - 157 PAINT STREET LIGHT POLE W/SINGLE LIGHT FIXTURE(3(Y TALL) 3.00 EA 610.00 1,830.00 2.00 1,220.00 2.00 1,220.00 - - 158 DEBRIS REMOVAL 5.00 CY 190.00 950.00 75.00 14,250.00 75.00 14,250.00 - - 159 ENGINEERED SOIL 300.00 CY 139.00 41,700.00 416.70 57,921.30 416.70 57,921.30 - - 160 PLANTING SOIL MIX 300.00 CY 45.00 13,500.00 338.10 15,214.50 338.10 15,214.50 - - 161 SOIL CONDITIONER,3' 925.00 SY 3.00 2,775.00 925.00 2,775.00 925.00 2,775.00 - - 162 SHREDDED HARDWOOD MULCH,T 1,220.00 SY 3.75 4,575.00 693.90 2,602.13 693.90 2,602.13 - - 163 L&SCAPE MAINTENANCE 12.00 MO 620.00 7,440.00 12.00 7,440.00 - 12.00 7,440.00 164 GINKGO BILOBA'MAGYAR' 6.00 EA 570.00 3,420.00 7.00 3,990.00 7.00 3,990.00 - - 165 GLEDITSIA TRIANCANTHOS VAR INERMIS'SKYLINE' 14.00 EA 259.00 3,626.00 12.00 3,108.00 12.00 3,108.00 - - 166 MALUS X'JFS-KW5' 13.00 EA 242.00 3,146.00 11.00 2,662.00 11.00 2,662.00 - - 167 PRUNUS SARGENTII'RANCHO' 13.00 EA 235.00 3,055.00 13.00 3,055.00 - 13.00 3,055.00 168 PYRUS CALLERYANA X BETULIFOLIA'EDGEDELL' 9.00 EA 378.00 3,402.00 7.00 2,646.00 7.00 2,646.00 - - 169 PYRUS CALLERYANA'CHANTICLEER' 6.00 EA 299.00 1,794.00 6.00 1,794.00 - 6.00 1,794.00 170 ARONIA MELANOCARPA'IROQUOIS BEAUTY' 48.00 EA 50.00 2,400.00 45.00 2,250.00 45.00 2,250.00 - - 171 ARONIAARBUTIFOLIA'BRILLIANTISSIMA' 31.00 EA 60.00 1,860.00 31.00 1,860.00 31.00 1,860.00 - - 172' BUXUS MICROPHYLLA VAR.KOREANA X SEMPERVIRENS 48.00 EA 77.00 3,696.00 48.00 3,696.00 48.00 3,696.00 - - 173 BUXUS SEMPERVIRENS'WILSON' 57.00 EA 81.00 4,617.00 24.00 1,944.00 24.00 1,944.00 - - 174, HYDRANGEA ARBORESCENS'ANNABELLE' 128.00 EA 42.00 5,376.00 115.00 4,830.00 115.00 4,830.00 - - Page 7 of 18 P.O.Box 1104/11916 W Main St 4 Phone: (847)669-5474 Huntley,IL 60142 r Fax: (847)669-5529 C O N I N A C I O H S . I N C . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 175 PHYSOCARPUS'SUMMER WINE' 28.00 EA 41.50 1,162.00 28.00 1,162.00 28.00 1,162.03 - - 176 RIBES ALPINUM 114.00 EA 40.00 4,560.00 107.00 4,280.00 107.00 4,280.00 - - 177 CALAMAGROSTIS ARUNDINACEA VAR BRACHYTRICHA 91.00 EA 10.00 910.00 104.00 1,040.00 104.00 1,040.00 - - 178 CHASMANTHIUM LATIFODUM 98.00 EA 11.00 1,078.00 98.00 1,078.00 98.00 1,078.00 - - 179 HELJCTOTRICHON SEMPERVIRENS'SAPPHIRE' 176.00 EA 10.50 1,848.00 80.00 840.00 80.00 840.00 - - 180 MISCANTHUS SINENSIS'LITTLE KITTEN' 169.00 EA 13.00 2,197.00 156.00 2,028.00 156.00 2,028.00 - - 181 PANICUM VIRGATUM'SHEN&OAH' 285.00 EA 18.00 5,130.00 249.00 4,482.00 249.00 4,482.00 - - 182 ECHINACEA'AFTER MIDNIGHT 28.00 EA 15.50 434.00 32.00 496.00 32.00 496.00 - - 183 ECHINACEA TIKI TORCH' 99.00 EA 13.00 1,287.03 95.00 1,235.00 95.00 1,235.00 - - 184 HEMEROCAUJS'HAPPY RETURNS' 194.00 EA 9.00 1,746.00 227.00 2,043.00 227.00 2,043.00 - - 185 HEMEROCAWS'STRAWBERRY C&Y' 75.00 EA 10.00 750.00 71.00 710.00 71.00 710.00 - - 186 HEUCHERA'CARAMEL' 222.00 EA 11.50 2,553.00 0.00 - - - - 187 HOSTA SP. 38.00 EA 19.00 722.00 38.00 722.00 38.00 722.00 - - 188 HOSTA'WHITE FEATHER 49.00 EA 34.00 1,666.00 49.00 1,666.00 - 49.00 1,666.00 189 UATRIS SPICATA'KOBOLD' 50.00 EA 8.50 425.00 50.00 425.00 50.00 425.00 - - 190 RUDBECKIA FULGIDA'GOLDSTURM' 294.00 EA 8.00 2,352.00 305.00 2,440.00 305.00 2,440.00 - - 191 SALVIA NEMOROSA'MAY NIGHT 99.00 EA 9.00 891.00 99.00 891.00 99.00 891.00 - - 192 EUONYMUS FORTUNE!VAR'COLORATUS' 260.00 EA 3.00 780.00 224.00 672.00 224.00 672.00 - - 193 HEDERA HELIX THORNDALE 236.00 EA 3.00 708.00 236.00 708.00 236.00 708.00 - - 194 AWUM AFLUTANENSE'PURPLE SENSATION' 672.00 EA 1.75 1,176.00 651.00 1,139.25 651.00 1,139.25 - - 195 CROCUS'LARGE GR&COLLECTION' 472.00 EA 1.25 590.00 472.00 590.00 472.00 590.00 - - 196 HYACINTHUS'PINKFESTIVAL' 63.00 EA 3.00 189.00 420.00 1,260.00 420.00 1,260.00 - - 197 NARCISSUS'FORTISSIMO' 913.00 EA 2.00 1,826.00 895.00 1,790.00 895.00 1,790.00 - - 198 TULIPA'LIGHTNING SUN' 396.00 EA 2.00 792.00 396.00 792.00 396.00 792.00 - - 199 UNIT PAVER REMOVAL&REINSTALLATION 500.00 SF 7.00 3,500.00 518.00 3,626.00 518.00 3,626.00 - - 200 UNIT PAVERS,CLAY 27,765.00 SF 5.00 138,825.00 30357.30 151,786.50 30357.30 151,786.50 - - -201 UNIT PAVERS,CLAY CROSSWALK 7,190.00 SF 6.75 48,532.50 5687.70 38,391.98 5687.70 38,391.98 - - 202 UNIT PAVERS,TRUNCATED DOME 642.00 SF 10.00 6,420.00 618.00 6,180.00 618.00 6,180.00 - - •203 CONCRETE PLANTER CURB 1,625.00 FT 33.35 54,193.75 1379.40 46,002.99 1379.40 46,002.99 - - Page 8 of 18 P.O.Box 1104/11916 W Main St , Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C O N I H .a C l O R S . I N C . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 204 ORNAMENTAL METAL FENCE,1r HT. 1,143.03 FT 91.26 104,310.18 1087.50 99,245.25 1087.50 9%245.25 - - 205 PAVER G 33.00 EA 2,750.00 90,750.00 30.00 82,500.00 30.00 82,500.03 - - 206 BENCHES 1.00 EA 1,962.45 1,962.45 1.00 1,96245 1.00 1,962.45 - - 207 TRASH RECEPTACLES 5.00 EA 1,987.11 9,935.55 5.00 9,935.55 5.00 9,935.55 - - 208 RECYCLING RECEPTACLES 5.00 EA 1,987.11 9,935.55 5.00 9,935.55 5.00 9,935.55 - - 209 BIKE RACKS 5.00 EA 1,585.00 7,925.00 5.00 7,925.00 5.00 7,925.00 - - 210 INFORMATION KIOSKS 1.00 EA 11,300.00 11,300.00 1.00 11,300.00 1.00 11,300.00 - - 211 BENCHMARK MONUMENT-USGS DATUM 1.00 EA 600.00 600.00 1.00 600.00 1.00 600.00 - - 212 7 PVC MAINLINE IRRIGATION PIPE 4,000.00 FT 8.00 32,000.00 4000.00 32,000.00 4000.00 32,000.00 - - 213 WATER SERVICE LINE,7 100.00 FT 100.00 10,000.00 11.00 1,100.00 - 11.00 1,100.00 214 WATER VALVE ASSEMBLY 3.00 EA 2500.00 7,500.00 1.00 2,500.00 1.00 2,500.00 - - 215 BACKFLOW PREVENTER(RPZ) 3.00 EA 4,500.00 13,500.00 1.00 4,500.00 1.00 4,500.00 - - 216 IRRIGATION SYSTEM 11,990.00 SF 5.50 65,945.00 11990.00 65,945.00 11990.00 65,945.00 - - 217 IRRIGATION MAINTENANCE 1.00 LS 575.00 575.00 1.00 575.00 1.00 575.00 - - 218 DUST CONTROL-MECHANICAL SWEEPING 30.00 EA 275.00 8,250.00 11.00 3,025.00 11.00 3,025.00 - - 219 DUST CONTROL-WATERING W/CALCIUM CHLORIDE 125.00 UNIT 1.00 125.00 - - - - - 220 NIGHT WORK 5.00 UNIT 2800.03 14,000.00 - - - - 221 MISCELLANEOUS ELECTRICAL&PRIVATE UTILITY EXPENSE 30,000.00 ALLOW 1.00 30,000.00 14,11200 14,11200 14112.00 14,11200 - - 222 MISCELLANEOUS WORK 100,000.00 Allow 1.00 100,000.00 43189.10 43,189.10 36932.10 36,932.10 6,257.00 6,257.00 223 PCC BASE CRS,5' SY 44.20 - 475.20 21,003.84 404.80 17,892.16 70.40 3,111.68 224 MATERIAL ALLOWANCE ALLOW 1.00 - - - 11,631.60 11,631.60 (11,631.60) (11,631.60) 225 HEUCHERA'FROSTED VIOLET" 222.00 EA 13.00 2,886.00 - - 222.00 2886.00 (222.00) (2,886.00) 226 SOD RESTORATION 0.00 SY 8.75 - 260.00 2,275.00 260.00 2,275.00 - - 227 TEMPORARY STRIPING 0.00 LF 1.50 - 525.00 787.50 525.00 787.50 - - 228 TRIM RINGS FOR TREE GRATES 9.00 EA 450.00 4,050.00 9.00 4,050.00 9.00 4,050.00 - - 229 SYRINGA RETICULATA'IVORY SILK' EA 325.00 - - - - - 230 VAULTS,NORTH&SOUTH[STATE STREET) -CHANGE ORDER8 1.00 LS 31,832.87 31,832.87 1.00 31,832.87 1.00 31,832.87 - - 231 PATCH ASPHALT-CHANGE ORDER 81 1.00 LS 1,080.66 1,080.66 1.00 1,080.66 1.00 1,080.66 - - 232 REPAIR TILES AT THRESHOLD 1.00 LS 1,693.86 1,693.86 1.00 1,693.86 1.00 1,693.86 - - Page 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.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 233 REM&REPL 7x7 COLORED PCC SIDEWALK 1.00 LS 1,200.00 1,200.00 1.00 1,200.00 1.00 1,200.00 - - 234 KIOSK-FURNISH&INSTALL,INC 6'x6'COLORED CONC PAD 1.00 LS 4,050.00 4,050.00 1.00 4,050.00 1.00 4,050.00 - - ALTERNATE A-DEXTER COURT - - - - - 1 TREE PROTECTION 13.00 EA 100.00 1,300.00 - - - - 2 TREE ROOT PRUNING 13.00 EA 75.00 975.00 4.00 300.00 4.00 300.00 - - 3 EARTH EXCAVATION 647.00 CY 37.60 24,327.20 290.90 10,937.84 290.90 10,937.84 - - 4 REMOVAL&DISPOSAL OF UNSUITABLE MAT 106.00 CY 40.70 4,314.20 - - - - 5 POROUS GRANULAR EMBANKMENT,SUBGRADE 4.00 CY 45.00 180.00 - - - - 6 EXPLORATION TRENCH 77 DEPTH 50.00 FT 40.00 2,000.00 37.00 1,480.00 37.00 1,480.00 - - 7 INLET FILTERS 6.00 EA 80.00 480.00 3.00 240.00 3.00 240.00 - - 8 SUB-BASE GRANULAR MAT,TY B 4' 638.00 SY 7.50 4,785.00 682.40 5,118.00 682.40 5,118.00 - - 9 SUB-BASE GRANULAR MAT,TY B 6' 186.00 SY 7.85 1,460.10 230.00 1,805.50 230.00 1,805.50 - - 10 PCC BASE CRS 9' 119.00 SY 56.00 6,664.00 104.60 5,857.60 104.60 5,857.60 - - 11 HIGH-EARLY-STRENGTH PCC BASE CRS 9' 155.00 SY 63.00 9,765.00 273.10 17,205.30 273.10 17,2135.30 - - 12 PC CONCRETE UNDERLAYMENT 5" 4,985.00 SF 4.80 23,928.00 5,608.80 26,922.24 5,608.80 26,922.24 - - 13 BIT MATS(PRIME COAT) 133.00 GAL 1.00 133.00 136.00 136.00 136.00 136.00 - - 14 HOT-MIX ASPHALT BINDER CRS,IL-19.0,N50 112.00 TN 69.00 7,728.00 160.13 11,048.97 160.13 11,048.97 - - 15 HOT-MIX ASPHALT SURFACE CRS,MIX"D",N50 99.00 TN 79.00 7,821.00 140.15 11,071.85 140.15 11,071.85 - - 16 INCIDENTAL HOT-MIX ASPHALT SURFACING 30.00 TN 275.00 8,250.00 - - - - 17 HIGH-EARLY-STRENGTH PCC PAVEMENT 13'(BUFF COLOR) 30.00 SY 295.00 8,850.00 29.10 8,584.50 29.10 8,584.50 - - 18 PROTECTIVE COAT 1,116.00 SY 0.05 55.80 167.00 8.35 167.00 8.35 - - 19 PCC SIDEWALK 5' 50.00 SF 6.85 342.50 232.90 1,595.37 232.90 1,595.37 - - 20 PCC SIDEWALK 5"(BUFF COLOR) 4,364.00 SF 6.85 29,893.40 300.30 2,057.06 300.30 2,057.06 - - 21 PAVEMENT REMOVAL 314.00 SY 20.00 6,280.00 489.20 9,784.00 489.20 9,784.00 - - 22 HOT-MIX ASPHALT SURFACE REMOVAL,41/4" 885.00 SY 3.40 3,009.00 459.20 1,561.28 459.20 1,561.28 - - 23 COMB CURB&GUTTER REMOVAL 649.00 FT 8.85 5,743.65 646.50 5,721.53 646.50 5,721.53 - - _ 24 SIDEWALK REMOVAL 345.00 SF 4.15 1,431.75 3,171.40 13,161.31 3,171.40 13,161.31 - - 25 CLASS C PATCHES,9" 206.00 SY 65.50 13,493.00 - - - - - - 26 CONCRETE REMOVAL 5.00 CY 500.00 2,500.00 3.24 1,620.00 3.24 1,620.30 - - ._. Page 10 of 18 • P.O.Box 1104/11916 W Main St i Dlit-11Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 CONTRACTORS . fNC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 27 FOUNDATION CORING-3"DIA OR LESS 4.00 EA 250.00 1,000.00 - - - - 28 FOUNDATION CORING-3'T017 DIA 1.00 EA 350.00 350.00 - - - - 29 FIRE HYDRANTS TO BE REMOVED 1.00 EA 750.00 750.00 1.00 750.00 1.00 750.00 - - 30 FIRE HYDRANTS 1.00 EA 3,500.00 3,500.00 1.00 3,500.00 1.00 3,500.00 - - 31 DUCTILE IRON FITTINGS 800.00 LB 5.00 4,000.00 484.00 2,420.00 484.00 2,420.00 - - 32 WATER MAIN 6" 16.00 FT 100.00 1,600.00 10.00 1,000.00 10.00 1,000.00 - - 33 WATER MAIN 8' 262.00 FT 100.00 26,200.00 343.50 34,350.00 343.50 34,350.00 - - 34 IRRIGATION SERVICE TAP&CURB STOP 3.00 EA 3,000.00 9,000.00 1.00 3,000.00 1.00 3,000.00 - - 35 POLYETHYLENE WRAP 6" 16.00 FT 5.00 80.00 - - - - 36 POLYETHYLENE WRAP r 262.00 FT 5.00 1,310.00 320.00 1,600.00 320.00 1,600.00 - - 37 BUFFALO BOX REMOVAL 1.00 EA 100.00 100.00 - - - - 38 RESILIENT WEDGE VALVE-6" 1.00 EA 1,000.00 1,000.00 1.00 1,003.00 1.00 1,000.00 - 39 RESILIENT WEDGE VALVE' 2.00 EA 1,200.00 2,400.00 200 2400.00 200 2,400.00 - - 40 CUT-IN CONNECTION 1.00 EA 3,000.00 3,000.00 1.00 3,000.00 1.00 3,000.00 - - 41 WATER MAIN REMOVAL 6' 10.00 FT 10.00 100.00 5.00 50.00 5.00 50.00 - - 42 WATER MAIN REMOVAL 8" 10.00 FT 10.00 100.00 14.00 140.00 14.00 140.00 - - 43 WATER SAMPLING STATION INSTALLATION 1.00 EA 3,000.00 3,000.00 1.00 3,000.00 1.00 3,000.00 - - 44 PIPE UNDERDRAINS 4" 617.00 FT 8.00 4,936.00 - - - - 45 NN R-1712 F&L(CLSD)OR EJIW 1051 F&L(CLSD) 1.00 EA 300.00 300.00 - - - - - 46 NN R-3010 TY L G OR EJIW 7010 TY M4 G 3.00 EA 400.00 1,200.00 3.00 1,200.00 3.00 1,200.00 - - 47 VALVE VAULTS,4'-DIA 3.00 EA 3,000.00 9,000.00 3.00 9,000.00 3.00 9,000.00 - - 48 CB TO BE ADJUSTED 3.00 EA 300.00 900.00 3.00 900.00 3.00 900.00 - - 49 MH TO BE ADJUSTED 2.00 EA 300.00 600.00 - - - - 50 VALVE VAULTS TO BE ADJUSTED 1.00 EA 300.00 300.00 - - - - 51 VALVE VAULTS TO BE REMOVED 1.00 EA 400.00 400.00 3.00 1,200.00 3.03 1,200.00 - - 52 VALVE BOXES TO BE ADJUSTED 3.00 EA 100.00 300.00 - - - - 53 VALVE BOXES TO BE REMOVED 3.00 EA 100.00 300.00 - - - - 54 FRS&LIDS TO BE ADJUSTED(SPECIAL) 200 EA 600.00 1,200.00 4.00 2,400.00 4.00 2,400.03 - - ' 55 CONCRETE CURB,TY B(BUFF COLOR) 63.00 FT 60.75 3,827.25 59.00 3,584.25 59.00 3,584.25 - - • Page 11 of 18 P.O.Box 1104/11916 W Main St 4 Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C U N ! R A C I O R S . 1 N C . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 56 COMB CONCRETE CURB&GUTTER,TY B-6.18 617.00 FT 29.75 18,355.75 501.10 14,907.73 501.10 14,907.73 - - 57 MOBILIZATION 1.00 LS 18,110.85 18,110.85 1.00 18,110.85 1.00 18,110.85 - - 58 TRAFFIC CONTROL&PROTECTION 1.00 LS 200.00 200.00 1.00 200.00 1.00 200.00 - - 59 INFORMATIONAL SIGN FABRICATION 10.00 SF 12.00 120.00 3.00 36.00 3.00 36.00 - - 60 SIGN PANEL-TY 1 31.00 SF 45.00 1,395.00 12.50 562.50 1.50 67.50 11.00 495.00 61 REMOVE SIGN PANEL ASSEMBLY-TY A 1.00 EA 35.00 35.00 1.00 35.00 1.00 35.00 - - 62 REMOVE SIGN PANEL-TY 1 16.00 SF 10.00 160.00 - - - - - 63 BEACON DOMUS POLE 10' 1.00 EA 800.00 800.00 1.00 800.00 - 1.00 800.00 64 BEACON DOMUS POLE 17 1.00 EA 1,000.00 1,000.00 - - - 65 FOUNDATION FOR BEACON DOMUS POLE 2.00 EA 250.00 500.00 - - - - 66 EXTRUDED CHANNEL FR W/ALUM BKPLT<2 SF(PAINT BLK) 8.00 EA 300.00 2,400.00 1.00 300.00 1.00 300.00 - - 67 EXTRUDED CHANNEL FR W/ALUM BKPLT>2 SF&<4 SF(PAINT B 1.00 EA 495.00 495.00 - - - - 68 EXTRUDED CHANNEL FR W/ALUM BKPLT>4 SF(PAINT BLK) 2.00 EA 600.00 1,200.00 - - - - 69 EPDXY PAVEMENT MARKING-LINE 4" 260.00 FT 5.00 1,300.00 242.60 1,213.00 242.60 1,213.00 70 EPDXY PAVEMENT MARKING-LINE 6" 141.00 FT 8.00 1,128.00 - - - - 71 EPDXY PAVEMENT MARKING-LINE 24' 12.00 FT 30.00 360.00 12.00 360.00 12.00 360.00 - - 72 PAVEMENT MARKING REMOVAL 141.00 SF 5.00 705.00 - - - 73 CONDUIT IN TRENCH,4'DIA.,GALV STEEL 74.00 FT 20.00 1,480.00 155.00 3,100.00 155.00 3,100.00 - - 74 CONDUIT IN TRENCH,3/4"DIA.,COILABLE NONMETALLIC CONDU 157.00 FT 2.30 361.10 - - - - - 75 CONDUIT IN TRENCH,7 DIA.,COILABLE NONMETALLIC CONDUIT 700.00 FT 3.80 2,660.00 536.50 2,038.70 536.50 2,038.70 - - 76 CONDUIT PUSHED,4"DIA.,GALV STEEL 38.00 FT 40.00 1,520.00 - - - 77 H&HOLE TO BE ADJUSTED 2.00 EA 950.00 1,900.00 2.00 1,900.00 2.00 1,900.00 - - 78 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.10 1,000.00 FT 0.70 700.00 944.80 661.36 944.80 661.36 - - 79 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.8 2,000.00 FT 0.90 1,800.00 1,889.60 1,700.64 1,889.60 1,700.64 - - 80 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.4 1,000.00 FT 1.60 1,600.00 944.80 1,511.68 944.80 1,511.68 - 81 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.2 1,500.00 FT 2.15 3,225.00 2,834.40 6,093.96 2,834.40 6,093.96 - - 82 TRENCH&BACKFILL FOR ELECTRICAL WORK 860.00 FT 4.00 3,440.00 464.50 1,858.00 464.50 1,858.00 - - 83 LIGHT POLE FOUNDATION,24'DIA 60.00 FT 142.00 8,520.00 60.00 8,520.00 60.00 8,520.00 - - • 84 LIGHT POLE FOUNDATION,24'DIA,OFFSET 8.00 FT 160.00 1,280.00 - - - - Page 12 of 18 • P.O.Box 1104/11916 W Main St , Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 C O N I R A C l O n S INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 85 REMOVE EXIST H&HOLE 2.00 EA 400.00 800.00 - - - - 86 REMOVE EXIST LIGHT SYSTEM 1.00 EA 2,425.00 2,425.00 1.00 2,425.00 1.00 2,425.00 - - 87 PEDESTRIAN LIGHT POLE-CHANGE ORDER#3 2.00 EA 5,890.00 11,780.00 12.00 70,680.00 12.00 70,680.00 - - 88 RELOCATE EXIST PEDESTRIAN LIGHT POLE-CHANGE ORDER* 10.00 EA 1,330.00 13,300.00 - - - - - 89 PAINT STREET LIGHT POLE W/SINGLE LIGHT FIXTURE(14'TALL) 12.00 EA 385.00 4,620.00 - - - - 90 PLANTING SOIL MIX 65.00 CY 45.00 2,925.00 66.40 2,988.00 66.40 2,988.00 - - 91 SOIL CONDITIONER,3" 405.00 SY 3.00 1,215.00 478.00 1,434.00 478.00 1,434.00 - - 92 SHREDDED HARDWOOD MULCH,3' 470.00 SY 3.75 1,762.50 478.00 1,792.50 478.00 1,792.50 - - 93 QUERCUS MACROCARPA 3.00 EA 500.00 1,500.00 3.00 1,500.00 3.00 1,500.00 - - 94 AMELANCHIER GR&IFLORA'FOREST PRINCE' 7.00 EA 317.00 2,219.00 7.00 2,219.00 _7.00 2,219.00 - 95 ARONIA MELANOCARPA'IROQUOIS BEAUTY' 35.00 EA 50.00 1,750.00 - - (25.00) (1,250.00) 25.00 1,250.00 F 96 HYDRANGEA PANICULATA'LIMELIGHT 6.00 EA 38.00 228.00 6.00 228.00 6.00 228.00 - - 97 HYDRANGEAARBORESCENS'ANNABELLE' 18.00 EA 42.00 756.00 18.00 756.00 18.00 756.00 - - 98 PHYSOCARPUS'SUMMER WINE' 6.00 EA 41.50 249.00 35.00 1,452.50 35.00 1,452.50 - - 99 RIBES ALPINUM 84.00 EA 40.00 3,360.00 84.00 3,360.00 84.00 3,360.00 - - 100 RHODODENDRON PJM'ELITE' 49.00 EA 48.00 2,352.00 49.00 2,352.00 - 49.00 2,352.00 101 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 28.00 EA 13.00 364.00 28.00 364.00 - 28.00 364.00 102 HELICTOTRICHON SEMPERVIRENS'SAPPHIRE 84.00 EA 10.50 882.00 91.00 955.50 91.00 955.50 - - 103 HAKONECHLOA MACRA'AUREOLA' 115.00 EA 14.00 1,610.00 107.00 1,498.00 107.00 1,498.00 - - 104 ACTEA RAMOSA'HILLSIDE BLACK BEAUTY' 33.00 EA 20.00 660.00 33.00 660.00 - 33.00 660.00 - 105 ASTILBE'RISE&SHINE' 60.00 EA 26.00 1,560.00 12.00 312.00 12.00 312.00 - - 106 ATHYRIUM NIPONICUM VAR.PICTUM 14.00 EA 15.00 210.00 14.00 210.00 14.00 210.00 - - 107 BRUNNERA MACROPHYLLA'JACK FROST 52.00 EA 13.50 702.00 52.00 702.00 52.00 702.00 - - 108 HEMEROCALUS'HAPPY RETURNS' 66.00 EA 9.00 594.00 66.00 594.00 66.00 594.00 - - 109 HEUCHERA'FROSTEDVIOLET 32.00 EA 13.00 416.00 30.00 390.00 30.00 390.00 - - 110 HEUCHERA'CARAMEL' 39.00 EA 11.50 448.50 32.00 368.00 32.00 368.00 - - - 11t HOSTA'LOVE PAT 168.00 EA 15.50 2,604.00 168.00 2,604.00 168.00 2,604.00 - - 112 HOSTA'WHITE FEATHER 12.00 EA 34.00 408.00 12.00 408.00 - 12.00 408.00 113 HOSTA'ESKIMO PIE' 73.00 EA 17.00 1,241.00 - - (68.00) (1,156.00) 68.00 1,156.00 Page 13 of 18 P.O.Box 1104/11916 W Main St ,miii p Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 ,• CONTRACTORS . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 114 UATRIS SPICATA'KOBOLD' 24.00 EA 8.50 204.00 24.00 204.00 24.00 204.00 - - 115 HEDERA COLCHICA'SULFUR HEART 90.00 EA 2.50 225.00 90.00 225.00 90.00 225.00 - - 116 HEDERA HEUX THORNDALE' 262.00 EA 3.00 786.00 262.00 786.00 262.00 786.00 - - 117 AWUM AFLUTANENSE'PURPLE SENSATION' 56.00 EA 1.75 98.00 56.00 98.00 56.00 98.00 - - 118 CROCUS'LARGE GRA,COLLECTION' 786.00 EA 1.25 982.50 778.00 972.50 778.00 972.50 - - 119 NARCISSUS'FORTISSIMO' 324.00 EA 2.00 648.00 324.00 648.00 324.00 648.00 - - 120 TUUPA'LIGHTNING SUN' 468.00 EA 2.00 936.00 404.00 808.00 404.00 808.00 - - 121 UNIT PAVERS,CLAY 4,925.00 SF 5.00 24,625.00 5,606.80 28,034.00 5,606.80 28,034.00 - - 122 UNIT PAVERS,CLAY CROSSWALK 1,370.00 SF 6.75 9,247.50 1,771.30 11,956.28 1,771.30 11,956.28 - - 123 UNIT PAVERS,TRUNCATED DOME 60.00 SF 10.00 600.00 60.00 600.00 60.00 600.00 - - 124 CONCRETE PLANTER CURB 304.00 FT 33.35 10,138.40 228.00 7,603.80 288.00 9,604.80 (60.00) (Z031.00) 125 ORNAMENTAL METAL FENCE,18'HT. 228.00 FT 91.26 20,807.28 232.20 21,190.57 23220 21,190.57 - - 126 BENCHES 4.00 EA 1,961.67 7,846.68 4.00 7,846.68 4.00 7,846.68 - - 127 TRASH RECEPTACLES 1.00 EA 1,987.73 1,987.73 1.00 1,987.73 1.00 1,987.73 - - 128 RECYCLING RECEPTACLES 1.00 EA 1,987.73 1,987.73 1.00 1,987.73 1.00 1,987.73 - - 129 BIKE RACKS 3.00 EA 1,450.84 4,352.52 3.00 4,352.52 3.00 4,352.52 - - 130 DECORATIVE CONCRETE WALL 42.00 FT 735.00 30,870.00 42.00 30,870.00 4200 30,870.00 - - 131 7 PVC MAINUNE IRRIGATION PIPE 250.00 FT 8.00 2,000.00 1,335.03 10,680.00 1,335.00 10,680.00 - - 132 WATER SERVICE LINE,2' 85.00 FT 100.00 8,503.00 25.00 2,500.00 25.00 2,500.00 - - 133 WATER VALVE ASSEMBLY 1.00 EA 2,500.00 2 500.00 - - - - - 134 BACKFLOW PREVENTER(RPZ) 1.00 EA 4,503.00 4,500.00 - - - - - 135 IRRIGATION SYSTEM 3,635.00 SF 5.75 20,901.25 12,081.90 69,470.93 12,081.90 69,470.93 - - 136 IRRIGATION MAINTENANCE 1.00 LS 375.00 375.00 1.00 375.00 1.00 375.00 - - 137 STEEL CASINGS 14' 90.00 FT 50.00 4,500.00 17.00 850.00 17.00 850.00 - - 138 DUST CONTROL-MECHANICAL SWEEPING 5.00 EA 275.00 1,375.00 200 550.00 2.00 550.00 - - 139 DUST CONTROL-WATERING W/CALCIUM CHLORIDE 15.00 UNIT 0.01 0.15 - - - - :140 NIGHT WORK 5.00 UNIT 2,800.00 14,000.00 3.00 8,400.00 3.00 8,400.00 - - 141 LIGHT POLE AND FOUNDATION REMOVAL EA 525.00 - 10.00 5,250.00 10.00 5,250.03 - - Page14of18 • 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.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 ALTERNATE B-CENTER ST FROM KIMBALL TO DUNDEE AVE. - - - - - 1 TREE PROTECTION 7.00 EA 100.00 700.00 - - - - - 2 TREE ROOT PRUNING 7.00 EA 75.00 525.00 - - - - - 3 EARTH EXCAVATION 961.00 CY 35.00 33,635.00 952.90 33,351.50 952.90 33,351.50 - - 4 REMOVAL&DISPOSAL OF UNSUITABLE MAT 106.00 CY 40.00 4,240.00 210.40 8,416.00 210.40 8,416.00 - - 5 POROUS GRANULAR EMBANKMENT,SUBGRADE 27.00 CY 35.61 961.47 210.40 7,492.34 210.40 7,492.34 - - 6 EXPLORATION TRENCH 72'DEPTH 100.00 FT 40.00 4,000.00 - - - - - 7 INLET FILTERS 17.00 EA 80.00 1,360.00 4.00 320.00 4.00 320.00 - - 8 SUB-BASE GRANULAR MAT,TY B 4' 1,470.00 SY 7.50 11,025.00 1,081.90 8,114.25 1,081.90 8,114.25 - - 9 SUB-BASE GRANULAR MAT,TY B 6' 935.00 SY 7.85 7,339.75 1,619.20 12,710.72 1,619.20 12710.72 - - 10 PCC BASE CRS 8' 18.00 SY 47.00 846.00 11.00 517.00 11.00 517.00 - - 11 PCC BASE CRS 9' 828.00 SY 48.00 39,744.00 156.70 7,521.60 156.70 7,521.60 - - 12 HIGH-EARLY-STRENGTH PCC BASE CRS 9' 98.00 SY 65.00 6,370.00 905.00 58,825.00 905.00 58,825.00 - - 13 PC CONCRETE UNDERLAYMENT 5' 5,228.00 SF 4.80 25,094.40 5,000.40 24,001.92 5,000.40 24,001.92 - - 14 BIT MATS(PRIME COAT) 229.00 GAL 1.00 229.00 234.00 234.00 234.00 234.00 - - 15 HOT-MIX ASPHALT BINDER CRS,IL-19.0,N50 193.00 TN 68.00 13,124.00 174.01 11,832.68 174.01 11,832.68 - - 16 HOT-MIX ASPHALT SURFACE CRS,MIX'D',N50 171.00 TN 78.00 13,338.00 179.91 14,032.98 179.91 14,032.98 - - 17 INCIDENTAL HOT-MIX ASPHALT SURFACING 25.00 TN 275.00 6,875.00 15.15 4,166.25 15.15 4,166.25 - - 18 HIGH-EARLY-STRENGTH PCC PAVEMENT 13'(BUFF COLOR) 40.00 SY 303.59 12,143.60 26.00 7,893.34 26.00 7,893.34 - - 19 PCC DRIVEWAY PAVEMENT,8'(BUFF COLOR) 150.00 SY 66.94 10,041.00 91.90 6,151.79 91.90 6,151.79 - 20 PROTECTIVE COAT 2,430.00 SY 0.05 121.50 361.80 18.09 361.80 18.09 - - 21 PCC SIDEWALK 5' 100.00 SF 6.75 675.00 - - - - - 22 PCC SIDEWALK 5'(BUFF COLOR) 7,946.00 SF 6.95 55,224.70 6,833.30 47,491.44 6,833.30 47,491.44 - - 23 PAVEMENT REMOVAL 1,438.00 SY 16.00 23,008.00 1,503.40 24,054.40 1,503.40 24,054.40 - - . 24 HOT-MIX ASPHALT SURFACE REMOVAL,41/4' 701.00 SY 3.40 2,383.40 417.80 1,420.52 417.80 1,420.52 - - 25 DRIVEWAY PAVEMENT REMOVAL 91.00 SY 11.25 1,023.75 103.80 1,167.75 103.80 1,167.75 - - ' 26 COMB CURB&GUTTER REMOVAL 1,312.00 FT 8.85 11,611.20 1,097.70 9,714.65 1,097.70 9,714.65 - - • Page 15 of 18 P.O.Box 1104/ 11916 W Main St .7t)�rf1 Pill Phone: (847)669-5474 Huntley,IL 60142 -L.- Fax: (847)669-5529 CONTRACTORS . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 CBD STREETSCAPE IMPROV. CONTRACT COMPLETED TO DATE PREVIOUS REQUEST THIS REQUEST ITEM QUANTITY UNIT UNIT PRICE TOTAL AMOUNT QUANTITY AMOUNT QUAN7I7T AMOUNT QUANTITY AMOUNT DUE 27 SIDEWALK REMOVAL 791.00 SF 4.15 3,28265 4,522.00 18,766.30 4,522.00 18,766.30 - - 28 CONCRETE REMOVAL 8.00 CY 500.00 4,003.00 2.44 1,220.00 2.44 1,220.00 - - 29 SEWER-REINFORCED CONCRETE PIPE(RCCP)-12' 33.00 FT 100.00 3,300.00 - - - - 30 FOUNDATION CORING-3'DIA OR LESS 5.00 EA 250.00 1,250.00 - - - - 31 STORM SEWER REMOVAL 15' 17.00 FT 20.00 340.00 - - - - 32 FIRE HYDRANTS TO BE ADJUSTED 1.00 EA 900.00 900.00 - - - - 33 BUFFALO BOX REMOVAL 200 EA 100.00 200.00 4.00 400.00 4.00 400.00 - - 34 PIPE UNDERDRAINS 4' 1,321.00 FT 8.00 10,568.00 - - - - 35 CB,TY A,4'-DIA,TY 8 G 1.00 EA 2,930.00 2,900.00 - - - - 36 CB,TY A,if-DIA,EJIW 7010 TY M4 G OR NN R-3010 TY L 1.00 EA 2,900.00 2,900.00 1.00 2,900.00 1.00 2,900.00 - - 37 CB,TY A,S-DIA,EJIW 7010 TY M4 G OR NN R-3010 TY L - - - - 38 INLET,TY A,EJIW 7010 TY M4 G OR NN R-3010 TY L 1.00 EA 2,000.00 2,000.00 2.00 4,000.00 2.00 4,000.00 - - 39 NN R-1712 F&L(CLSD)OR EJIW 1051 F&L(CLSD) 1.00 EA 300.00 300.00 1.00 300.00 1.00 300.00 - - 40 NN R-3010 TY L G OR EJIW 7010 TY M4 G 3.00 EA 400.00 1,200.00 - - - - 41 CB TO BE ADJUSTED 3.00 EA 300.00 900.00 - - - - 42 MH TO BE ADJUSTED 3.00 EA 300.00 900.00 1.00 300.00 1.00 300.00 - - 43 VALVE VAULTS TO BE ADJUSTED 6.00 EA 300.00 1,800.00 - - - - 44 VALVE VAULTS TO BE REMOVED 1.00 EA 400.00 400.00 - - - - 45 VALVE BOXES TO BE REMOVED 3.00 EA 100.00 300.00 - - - - 46 FRS&LIDS TO BE ADJUSTED(SPECIAL) 7.00 EA 600.00 4,200.00 6.00 3,600.00 6.00 3,600.00 - - 47 REMOVING CB 2.00 EA 400.00 800.00 0.00 - - - - 48 COMB CONCRETE CURB&GUTTER TY B-6.18 1,321.00 FT 29.75 39,299.75 1302.40 38,746.40 1302.40 38,746.40 - - 49 MOBILIZATION 1.00 LS 19,110.85 19,110.85 1.00 19,110.85 1.00 19,110.85 - - 50 TRAFFIC CONTROL&PROTECTION 1.00 LS 500.00 500.00 1.0000 500.00 1.0000 500.00 - - 51 INFORMATIONAL SIGN FABRICATION 10.00 SF 12.00 120.00 - - - 52 CLASS C PATCHES,9' 10.00 SY 100.00 1,000.00 - - - - - 53 SIGN PANEL-TY 1 64.00 SF 45.00 2,880.00 25.25 1,136.25 25.25 1,136.25 - - 54 REMOVE SIGN PANEL ASSEMBLY-TY A 5.00 EA 35.00 175.00 - - - - ' 55 REMOVE SIGN PANEL-TY 1 24.00 SF 10.00 240.00 10.00 100.00 10.00 100.00 - - • Page 16 of 18 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.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 56 EXTRUDED CHANNEL FR WI ALUM BKPLT<2 SF(PAINT BLK) 6.00 EA 300.00 1,800.00 6.00 1,803.00 6.00 1,800.00 - - 57 EXTRUDED CHANNEL FR W/ALUM BKPLT>2 SF&<4SF(PAINT BI 1.00 EA 495.00 495.00 0.00 - - - - 58 EXTRUDED CHANNEL FR W/ALUM BKPLT>4 SF(PAINT BLK) 6.00 EA 600.00 3,600.00 3.00 1,800.00 3.00 1,800.00 - - 59 EPDXY PAVEMENT MARKING-UNE 4' 762.00 FT 2.50 1,905.00 768.00 1,920.00 768.00 1,920.00 - - 60 EPDXY PAVEMENT MARKING-UNE 6' 130.00 FT 4.00 520.00 0.00 - - - - 61 EPDXY PAVEMENT MARKING-UNE 24' 42.00 FT 15.00 630.00 42.00 630.00 42.00 630.00 - - 62 PAVEMENT MARKING REMOVAL 345.00 SF 3.00 1,035.00 0.00 - - - - 63 CONDUIT IN TRENCH,7 DIA.,GALV STEEL 24.00 FT 9.00 216.00 0.00 - - - - 64 CONDUIT IN TRENCH,3/4'DIA.,COILABLE NONMETAWC CONDU 40.00 FT 2.30 92.00 0.00 - - - - 65 CONDUIT IN TRENCH,7 DIA.,COILABLE NONMETALLIC CONDUIT 800.00 FT 3.80 3,040.00 245.00 931.00 245.00 931.00 - - 66 H&HOLE TO BE ADJUSTED 3.00 EA 900.00 2,700.00 0.00 - - - - 67 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.10 2,700.00 FT 0.70 1,890.00 257.00 179.90 257.00 179.90 - - 68 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.8 2,600.00 FT 0.90 2,340.00 257.00 231.30 257.00 231.30 - - 69 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.6 2,100.00 FT 1.20 2,520.00 514.00 616.80 514.00 616.80 - - 70 ELECTRIC CABLE IN CONDUIT,600V(EPR-TY RHW)1/C NO.4 2,500.00 FT 1.60 4,000.00 514.00 822.40 514.00 822.40 - - 71 TRENCH&BACKFILL FOR ELECTRICAL WORK 864.00 FT 4.00 3,456.00 236.00 944.00 236.00 944.00 - - 72 LIGHT POLE FOUNDATION,24'DIA 10.00 FT 142.00 1,420.00 10.00 1,420.00 10.00 1,420.00 - - 73 CIRCUIT BREAKER 1 POLE,20 AMP,IN EXIST UGHT CONTROLLE 1.00 EA 150.00 150.00 0.00 - - - - 74 DRILL EXIST HANDHOLE 2.00 EA 160.00 320.00 1.00 160.00 1.00 160.00 - - 75 DETECTOR LOOP,TY I 388.00 FT 17.75 6,887.00 134.00 2,378.50 134.00 2,378.50 - - 76 REMOVE EXIST LIGHT SYSTEM 1.00 EA 2,425.00 2,425.00 1.00 2,425.00 1.00 2,425.00 - - 77 RELOCATE EXIST PEDESTRIAN UGHT POLE 2.00 EA 1,330.00 2,660.00 3.00 3,990.00 - 3.00 3,990.03 78 PAINT STREET LIGHT POLE W/SINGLE LIGHT FIXTURE(14'TALL) 15.00 EA 385.00 5,775.00 3.00 1,155.00 - 3.00 1,155.00 79 ENGINEERED SOIL 245.00 CY 139.00 34,065.00 271.20 37,696.80 271.20 37,696.80 - - 80 PLANTING SOIL MIX 125.00 CY 45.00 5,625.00 172.20 7,749.00 172.20 7,749.00 - - 81 SHREDDED HARDWOOD MULCH,3' 165.00 SY 3.75 618.75 157.30 589.88 157.30 589. - - - 82 ACER FREEMANII'DTR 107 14.00 EA 260.00 3,640.00 13.00 3,380.00 13.00 3,380.00 - - 83 TIUA AMERICANA'REDMOND' 7.00 EA 275.00 1,925.00 7.00 1,925.00 7.00 1,925.00 - - 84 ULMUS JXW'MORTN GLOSSY' 3.00 EA 380.00 1,140.00 3.00 1,140.00 3.00 1,140.00 - - 1 Page 17 of 18 P.O.Box 1104/11916 W Main St INDmA RA Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 ai CONIR4CIORS . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 85 AMELANCHIER GRBIFLORA'FOREST PRINCE' 5.00 EA 317.00 1,585.00 5.00 1,585.00 - 5.00 1,585.00 86 PYRUS CALLERYANA X BETULIFOLIA'EDGEDELL' 4.00 EA 378.00 1,512.00 4.00 1,512.00 - 4.00 1,512.00 87 SYRINGA RETICULATA'IVORY SILK 5.00 EA 325.00 1,625.00 5.00 1,625.00 - 5.00 1,625.00 88 ARONIA MELANOCARPA'IROQUOIS BEAUTY' 15.00 EA 50.00 750.00 15.00 750.00 15.00 750.00 - - 89 MISCANTHUS SINENSIS'LITTLE KITTEN' 65.00 EA 13.00 845.00 65.00 845.00 65.00 845.00 - - 90 ECHINACEA TIKI TORCH 20.00 EA 13.00 260.00 20.00 260.00 20.00 260.00 - - 91 HEMEROCALLIS'STRAWBERRY CM' 20.00 EA 10.00 200.00 20.00 200.00 20.00 200.00 92 SALVIA NEMOROSA'MAY NIGHT 30.00 EA 9.00 270.00 30.00 270.00 30.00 270.00 - - 93 ALUUM AFLUTANENSE'PURPLE SENSATION' 195.00 EA 1.75 341.25 195.00 341.25 195.00 341.25 - - 94 NARCISSUS'FORTISSIMO' 90.00 EA 2.00 180.00 90.00 180.00 90.00 180.00 - - 95 UNIT PAVERS,CLAY 5,325.00 SF 5.00 26,625.00 6044.40 30,222.00 6044.40 30,222.00 - 96 UNIT PAVERS,CLAY CROSSWALK 880.00 SF 6.75 5,940.00 923.60 6,234.30 923.60 6,234.30 - - 97 UNIT PAVERS,TRUNCATED DOME 48.00 SF 10.00 480.00 57.00 570.00 57.00 570.00 - - 98 CONCRETE PLANTER CURB 190.00 FT 33.35 6,336.50 190.00 6,336.50 190.00 6,336.50 - - 99 ORNAMENTAL METAL FENCE,18"HT. 190.00 FT 91.26 17,339.40 193.50 17,658.81 193.50 17,658.81 - - 100 PAVER GRATE 30.00 EA 2,613.94 78,418.20 29.00 75,804.26 29.00 75,804.26 - - 101 TRASH RECEPTACLES 2.00 EA 1,987.74 3,975.48 ZOO 3,975.48 2.00 3,975.48 - - 102 RECYCLING RECEPTACLES 2.00 EA 1,987.74 3,975.48 2.00 3,975.48 2.00 3,975.48 - - 103 7 PVC MAINLINE IRRIGATION PIPE 100.00 FT 8.00 800.00 649.00 5,192.00 649.00 5,192.00 - - 104 WATER SERVICE LINE,7 50.00 FT 100.00 5,000.03 0.00 - - - - 105 WATER VALVE ASSEMBLY 1.00 EA 2,500.00 2,500.00 1.00 2,500.00 1.00 2,500.00 - - 106 BACKFLOW PREVENTER(RPZ) 1.00 EA 4,500.03 4,500.00 1.00 4,500.00 1.00 4,500.00 - - 107 IRRIGATION SYSTEM 1,410.00 SF 6.17 8,699.70 1405.00 8,668.85 1405.00 8,668.85 - - 108 IRRIGATION MAINTENANCE 1.00 LS 275.00 275.00 1.00 275.00 1.00 275.00 - - 109 INFORMATION KIOSK 1.00 EA 11,300.00 11,300.00 1.00 11,300.00 1.00 11,300.00 - - 110 DUST CONTROL-MECHANICAL SWEEPING 10.00 EA 275.00 2,750.00 2.00 550.00 2.00 550.00 - - ▪ 111 DUST CONTROL-WATERING W/CALCIUM CHLORIDE 50.00 UNIT 1.00 50.00 0.00 - - - - 112 DUST CONTROL-WATERING W/CALCIUM CHLORIDE UNIT 1.00 - - - - - ' 113 CB TY C-MOVED TO BASE BID EA 1,300.00 - 0.00 - 1.00 1,300.00 (1.00) (1,300.00) • Page 18 of 18 P.O.Box 1104/11916 W Main Sti ri II �:s� Phone: (847)669-5474 Huntley,IL 60142 Fax: (847)669-5529 CONIRuCIORS . INC . SOLD TO: CITY OF ELGIN INVOICE NO.: 201013-15 (Final) 150 DEXTER COURT INVOICE DATE: 12/28/2011 ELGIN, IL 60120 JOB NAME: 2010 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 114 SEWER-DUCTILE IRON PIPE(DIP)17-MOVED TO BASE BID FT 125.00 - 0.00 - 26.20 3,275.00 (26.20) (3,275.00) 115 MH TO BE RECONSTRUCTED-MOVED TO BASE BID EA 900.00 - - - 1.00 900.00 (1.00) (900.00) 116 FI W NG MANHOLES-MOVED TO BASE BID EA 400.00 - - - 2.00 800.00 (2.00) (800.00) 117 PCC BASE COURSE 5'-MOVED TO BASE BID SY 44.20 - - - 70.40 3,111.68 (70.40) (3,111.68) 118 CONDUIT IN TRENCH,4'DIA.,GALV STEEL-MOVED TO BASE BIC FT 20.00 - - - 40.00 800.00 (40.00) (800.00) 4,320,334.83 334.3 83 i s 4,427,153.31 �� 4,388,564.028 .28 � 3 589 WORK COMPLETED TO DATE: $ 4,427,153.31 WORK COMPLETED THIS REQUEST: $ 38,589.28 LESS RETENTION W/HELD: - SUBTOTAL: 4,427,153.31 RETENTION: $ - PREVIOUS PAYMENTS: (3,954,286.07) FINAL AMOUNT DUE: $ 472,867.24 AMOUNT OF FINAL CHANGES: $ 38,589.28 • �II R REPORT TO MAYOR& MEMBERS OF CITY COUNCIL. E LG I N THE CITY IN THE SUBURBS" AGENDA ITEM: F MEETING DATE: January 11, 2012 ITEM: 2010 Central Business District Streetscape Project (Phase IV) Change Order No. 1 and Final with Landmark Contractors ($153,612) OBJECTIVE: Maintain and enhance the community's infrastructure. RECOMMENDATION: Approve change order number one in the amount of $153,612 and process a final check to Landmark Contractors in the amount of$472,867. BACKGROUND At the May 12 2010 council meeting, the city council awarded the Phase 4 or 2010 Central Business District (CBD) Streetscape Project to Landmark Contractors (Bid Number 10-016). This project included a base bid and two alternates. All three were awarded and included Highland Avenue between Riverside and Center, Grove Court between Highland and the north end, Dex- ter Court at City Hall, and Center Street between Kimball and Dundee. The project did include water main work on Dexter Court. The project was completed in early 2011 with punchlist work completed in December 2011. OPERATIONAL ANALYSIS Several issues arose during the project that the city decided to utilize the contractor already working downtown instead of mobilizing city forces or another contractor. These issues include an emergency sidewalk vault repair on State Street, a significant amount of base pavement re- moval and replacement on Highland Avenue to accommodate final pavement grades and re- placement lights for Dexter Court that were not directly related to the subject project. The sidewalk at 7 and 9 North State began to collapse in the spring of 2011 and the city decided to utilize the CBD contractor due to their significant and recent experiences with sidewalk vaults on Chicago and on Douglas. The new configuration of Highland Avenue narrowed the pavement such that the curb line was below the existing brick base course. The brick base courses had to be removed and replaced with concrete at a lower elevation. In addition, the intersection of Douglas and Highland had to be entirely lowered and replaced with concrete base course. The entire intersection had to be replaced in a weekend with special traffic control due to the significant amount of traffic using this intersection. The Metra crossing at Kimball Street and the Highland Avenue reconstruction project on the west side of the river was also under construction during the CBD Streetsape project causing hardship in terms of traffic flow. The city decided during this streetscape project to replace the lights on Dexter Court instead of modifying the existing lights. The project included two new lights and the replacement added ten for a total of twelve new lights. INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS The amount of this contract and change order no. 1 with Landmark Contractors is $4,273,541.44 and $153,611.87, respectively, for a total contract amount of$4,427,153.31. The increase represents 3.59 percent over the original contract award. The change order no. 1 and final payment to Landmark Contractors for the 2010 Central Business District Streetscape Pro- ject (Phase IV) totals $472,867. 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#(S) AMOUNT AMOUNT BUDGETED AVAILABLE Central Area TIF - 2011 262-0000-791.92-32 262000 $400,000 $400,000 Central Area TIF - 2012 262-0000-791.92-32 262000 $4,500,000 $4,500,000 LEGAL IMPACT None. ALTERNATIVES The city council could chose not to approve the Change Order and Final but the result would be this contract could not be 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 €d't €�t ,emu ffi 3 COFst, i 11y -' City of Elgin Change Order °4'47i t?4t'' ELGIN,ILLINOIS PROJECT 2010 CBD STREETSCAPE IMPROVEMENTS CHANGE ORDER No. 1 AND FINAL CONTRACT: Central Business District Streepscape Improvement, Phase 4 (2010)—Included a base bid and two alternates. Base Bid included Highland Avenue (Riverside Drive to Center Street), Grove Court from Highland to north end and Spring Street(Highland Avenue to Division Street). Alternate A included Dexter Court(including new water main). Alternate B included Center Street from Kimball Street to Dundee Avenue. (Bid No. 10-016) SCOPE: This change order allows for the additonal construction services and materials. Exhibit A includes the final quantities and descriptions of the added work and materials. REASONS FOR CHANGE: This change order was necessitated to provide emergency repair to a fail- ing sidewalk vault at 7/9 State Street in addition to pavement reconstruction on Highland Avenue where existing pavement was not adequate to allow resurfacing, and the addition of new light poles on Dexter Court. The inclusion of the above items and the increase to contract quantities were requested by the City to be included in the contract. The change is germane to the original contract as signed, is author- ized by law and was not foreseeable at the time the original contract was signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: As construction of the new curb line on Highland Avenue progressed, it was discovered that some of the existing pavement adjacent to the new curb consisted of brick pavement that was too high to allow adequate resurfacing. Removal of the exist- ing base and construction of a new base was required. Plans called for the addition of two new light poles on Dexter Court and the re-use of the existing brown poles. The City chose to replace the poles at the entrance to City Hall with new, LED light poles to match the new poles being installed throughout downtown. Sidewalk failure in front of 7 and 9 State Street created a hazard to pedestrians. Investiga- tion of the sidewalk revealed existing sidewalk vaults that had been closed from inside the businesses, but never filled. Work was done to complete the closure to existing buildings,waterproof and fill these sidewalk vaults. New sidewalk was poured. ORIGINAL CONTRACT AMOUNT: $4,273,541.44 CHANGE ORDER No. 1 1. Emergency repair of SW vaults at 7/9 State Street $32,913.53 2. Additional Pavement reconstruction on Highland Ave $95,080.63 3. New light poles on Dexter Court $45,600.00 4. Adjustments to Contract Pay Items -$19,982.29 TOTAL FOR CHANGE ORDER NO.1: ADD $ 153,611.87 TOTAL REVISED CONTRACT AMOUNT: $4,427,153.31 The original amount of the contract with Landmark Contractors, Inc. is $4,273,541.44. Change Order No. 1 will increase the original contract amount by a total of$153,611.87,that sum representing three and fifty-nine hundredths percent(3.59%) of the original contract amount. The new contract amount, inclusive of all change orders is $4,427,153.31. OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. I CHANGE ORDER No. 1 and Final Agreed to this day of , 2012. Recommended by: ENGINEERING DEPARTMENT 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 Stegall Title: City Manager Date: Signature: F:\Legal Dept\forms\Change Order Form.doc 2010 CBD Streetscape Improvement- Phase 4 EXHIBIT A-Final Quantities Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance Base Bid: Highland Ave:Riverside Drive to Center Street 1 UNIT TREE REMOVAL(6 TO 15 UNITS DIAMETER) $23.00 92.70 $2,132.10 75 $1,725.00 17.70 $407.10 2 UNIT TREE REMOVAL(OVER 15 UNITS DIAMETER) $30.00 0.00 $0.00 20 $600.00 -20.00 -$600.00 3 EACH TREE PROTECTION $100.00 0.00 $0.00 40 $4,000.00 -40.00 -$4,000.00 4 EACH TREE ROOT PRUNING $75.00 0.00 $0.00 40 $3,000.00 -40.00 -$3,000.00 5 CU YD EARTH EXCAVATION $46.80 1287.90 $60,273.72 1983 $92,804.40 -695.10 -$32,530.68 6 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL $52.89 0.00 $0.00 69 $3,649.41 -69.00 -$3,649.41 7 CU YD POROUS GRANULAR EMBANKMENT $36.68 34.40 $1,261.79 39 $1,430.52 -4.60 -$168.73 8 CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $37.10 0.00 $0.00 222 $8,236.20 -222.00 -$8,236.20 9 FOOT EXPLORATION TRENCH 72"DEPTH $40.00 5.00 $200.00 400 $16,000.00 -395.00 -$15,800.00 10 EACH INLET FILTERS $80.00 18.00 $1,440.00 54 $4,320.00 -36.00 -$2,880.00 11 SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $7.50 4838.90 $36,291.75 4275 $32,062.50 563.90 $4,229.25 12 SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $7.85 $0.00 2480 $19,468.00 $0.00 13 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 8" $47.31 285.90 $13,525.93 223 $10,550.13 62.90 $2,975.80 14 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" $49.00 1555 $76,195.00 $0.00 15 SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $63.00 797 BASE COURSE 9" 797.00 $50,211.00 0.00 $0.00 16 SQ FT PC CONCRETE UNDERLAYMENT 5" $4.80 29277.30 $140,531.04 26906 $129,148.80 2371.30 $11,382.24 17 GALLON BITUMINOUS MATERIALS(PRIME COAT) $1.00 1278.00 $1,278.00 1251 $1,251.00 27.00 $27.00 18 TON HOT-MIX ASPHALT BINDER COURSE,IL-19.0, N50 $64.00 853.34 $54,613.76 1051 $67,264.00 -197.66 -$12,650.24 19 TON HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 $72.00 982.93 $70,770.96 934 $67,248.00 48.93 $3,522.96 20 TON INCIDENTAL HOT-MIX ASPHALT SURFACING $292.41 623.88 $182,428.75 50 $14,620.50 573.88 $167,808.25 21 SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $290.00 133 PAVEMENT 13 INCH(BUFF COLOR) 122.00 $35,380.00 $38,570.00 -11.00 -$3,190.00 22 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT,8 $63.00 275 INCH(BUFF COLOR) 209.20 $13,179.60 $17,325.00 -65.80 -$4,145.40 23 SQ YD PROTECTIVE COAT $0.05 1129.00 $56.45 8575 $428.75 -7446.00 -$372.30 24 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $6.78 132.40 $897.67 250 $1,695.00 -117.60 -$797.33 25 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH(BUFF $6.95 10715 COLOR) 13795.50 $95,878.73 _ $74,469.25 3080.50 $21,409.48 26 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH-ADA $14.45 20 COMPLIANT(RED STAMPED CONCRETE) 0.00 $0.00 $289.00 -20.00 -$289.00 27 SQ YD PAVEMENT REMOVAL $16.90 5091.10 $86,039.59 4362 $73,717.80 729.10 $12,321.79 28 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" $3.00 6128.20 $18,384.60 6701 $20,103.00 -572.80 -$1,718.40 29 SQ YD DRIVEWAY PAVEMENT REMOVAL $11.42 430.50 $4,916.31 275 $3,140.50 155.50 $1,775.81 30 FOOT COMBINATION CURB AND GUTTER REMOVAL $8.86 3573.80 $31,663.87 3753 $33,251.58 -179.20 -$1,587.71 31 SQ FT SIDEWALK REMOVAL $4.15 31671.00 $131,434.65 5177 $21,484.55 26494.00 $109,950.10 . 1 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance 32 SQ FT SIDEWALK REMOVAL-VAULTED $6.50 1601.10 $10,407.15 750 $4,875.00 851.10 $5,532.15 33 SQ FT SIDEWALK REMOVAL AND REPLACEMENT-VAULTED $39.00 0.00 $0.00 210 $8,190.00 -210.00 -$8,190.00 34 SQ FT VAULT ROOF REMOVAL AND REPLACEMENT $33.00 0.00 $0.00 500 $16,500.00 -500.00 -$16,500.00 35 SQ FT MEMBRANE WATERPROOFING $3.95 0.00 $0.00 1500 $5,925.00 -1500.00 -$5,925.00 36 SQ YD CLASS C PATCHES,9 INCH $124.50 0.00 $0.00 25 $3,112.50 -25.00 -$3,112.50 37 SQ FT CONCRETE MASONRY UNIT BLOCK WALL $143.38 206.20 $29,564.96 50 $7,169.00 156.20 $22,395.96 38 CU YD CONCRETE REMOVAL $500.00 17.97 $8,985.00 30 $15,000.00 -12.03 -$6,015.00 39 FOOT RAILROAD TRACK REMOVAL(COMPLETE) $2.85 0.00 $0.00 69 $196.65 -69.00 -$196.65 40 CU YD CONCRETE STRUCTURES $1,892.00 9.60 $18,163.20 3 $5,676.00 6.60 $12,487.20 41 FOOT SEWER-REINFORCED CONCRETE PIPE(RCCP)-12" $100.00 44.30 $4,430.00 174 $17,400.00 -129.70 -$12,970.00 42 FOOT SEWER-DUCTILE IRON PIPE(DIP)-12" $125.00 307.30 $38,412.50 103 $12,875.00 204.30 $25,537.50 43 EACH SANITARY SERVICE CONNECTION $500.00 0.00 $0.00 2 $1,000.00 -2.00 -$1,000.00 44 EACH FOUNDATION CORING-3"DIAMETER OR LESS $250.00 0.00 $0.00 25 $6,250.00 -25.00 -$6,250.00 45 EACH FOUNDATION CORING-3"TO 12"DIAMETER $350.00 1.00 $350.00 1 $350.00 0.00 $0.00 46 EACH FOUNDATION CORING-GREATER THAN 12"DIAMETER $750.00 6.00 $4,500.00 1 $750.00 5.00 $3,750.00 47 POUND DUCTILE IRON FITTINGS $10.00 78.00 $780.00 200 $2,000.00 -122.00 -$1,220.00 48 FOOT WATER MAIN 6" $100.00 6.50 $650.00 45 $4,500.00 -38.50 -$3,850.00 49 FOOT POLYETHYLENE WRAP 6" $5.00 0.00 $0.00 45 $225.00 -45.00 -$225.00 50 EACH RESILIENT WEDGE VALVE-6" $1,000.00 0.00 $0.00 2 $2,000.00 -2.00 -$2,000.00 51 EACH FIRE HYDRANTS TO BE MOVED $2,600.00 1.00 $2,600.00 1 $2,600.00 0.00 $0.00 52 EACH FIRE HYDRANTS TO BE RELOCATED $3,500.00 1.00 $3,500.00 2 $7,000.00 -1.00 -$3,500.00 53 EACH FIRE HYDRANTS TO BE ADJUSTED $900.00 1.00 $900.00 1 $900.00 0.00 $0.00 54 EACH FIRE HYDRANTS TO BE REMOVED $750.00 2.00 $1,500.00 2 $1,500.00 0.00 $0.00 55 EACH BUFFALO BOX REMOVAL $100.00 1.00 $100.00 5 $500.00 -4.00 -$400.00 56 FOOT WATER MAIN REMOVAL 6" $25.00 15.50 $387.50 40 $1,000.00 -24.50 -$612.50 57 FOOT STORM SEWER REMOVAL 10" $20.00 45.00 $900.00 8 $160.00 37.00 $740.00 58 FOOT STORM SEWER REMOVAL 12" $20.00 33.00 $660.00 6 $120.00 27.00 $540.00 59 CU YD CONTROLLED LOW-STRENGTH MATERIAL $125.00 0.00 $0.00 57 $7,125.00 -57.00 -$7,125.00 60 FOOT PIPE UNDERDRAINS 4" $10.00 195.50 $1,955.00 3903 $39,030.00 -3707.50 -$37,075.00 61 EACH CATCH BASINS,TYPE A,4'-DIAMETER,EJIW 7010 TYPE M4 $2,800.00 10 GRATE OR NEENAH R-3010 TYPE L 6.00 $16,800.00 $28,000.00 -4.00 -$11,200.00 62 EACH CATCH BASINS,TYPE A,4'-DIAMETER,EJIW 1051 TYPE M1 $2,800.00 1 LID OR NEENAH R-1712 TYPE D 0.00 $0.00 $2,800.00 -1.00 -$2,800.00 63 EACH CATCH BASINS,TYPE C,EJIW 7010 TYPE M4 GRATE OR $1,300.00 3 NEENAH R-3010 TYPE L 9.00 $11,700.00 $3,900.00 6.00 $7,800.00 64 EACH INLETS,TYPE A,EJIW 7010 TYPE M4 GRATE OR NEENAH R- $1,300.00 2 3010 TYPE L 5.00 $6,500.00 $2,600.00 3.00 $3,900.00 MANHOLES,TYPE A,4'DIAMETER WITH EJIW 1051FRAME 2 65 EACH AND LID(CLOSED)OR NEENAH R-1712 FRAME AND LID $3,200.00 1.00 $3,200.00 $6,400.00 -1.00 -$3,200.00 2 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance MANHOLES,TYPE A,6'DIAMETER WITH EJIW 1051 FRAME 66 EACH AND LID(CLOSED)OR NEENAH R-1712 FRAME AND LID $4,200.00 1 __ 0.00 $0.00 $4,200.00 -1.00 -$4,200.00 67 EACH NEENAH R-1712 FRAME AND LID(CLOSED)OR EJIW 1051 $300.00 6 FRAME AND LID(CLOSED) 23.00 $6,900.00 $1,800.00 17.00 $5,100.00 68 EACH NEENAH R-3010 TYPE L GRATE OR EJIW 7010 TYPE M4 $400.00 $0.00 14 $5,600.00 -14.00 -$5,600.00 69 EACH VALVE VAULTS,4'-DIAMETER $3,000.00 0.00 $0.00 2 $6,000.00 -2.00 -$6,000.00 70 EACH CATCH BASINS TO BE ADJUSTED $300.00 1.00 $300.00 7 $2,100.00 -6.00 -$1,800.00 71 EACH MANHOLES TO BE ADJUSTED $375.00 3.00 $1,125.00 22 $8,250.00 -19.00 -$7,125.00 72 EACH MANHOLES TO BE RECONSTRUCTED $900.00 18.00 $16,200.00 2 $1,800.00 16.00 $14,400.00 73 EACH INLETS TO BE ADJUSTED $300.00 1.00 $300.00 2 $600.00 -1.00 -$300.00 74 EACH VALVE VAULTS TO BE ADJUSTED $375.00 3.00 $1,125.00 31 $11,625.00, -28.00 -$10,500.00 75 EACH VALVE VAULTS TO BE REMOVED $400.00 5.00 $2,000.00 18 $7,200.00 -13.00 -$5,200.00 76 EACH VALVE BOXES TO BE REMOVED $100.00 1.00 $100.00 1 $100.00 0.00 $0.00 77 EACH FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) $600.00 40.00 $24,000.00 46 $27,600.00 -6.00 -$3,600.00 78 EACH REMOVING MANHOLES $400.00 1.00 $400.00 1 $400.00 0.00 $0.00 79 EACH REMOVING CATCH BASINS $400.00 4.00 $1,600.00 8 $3,200.00 -4.00 -$1,600.00 80 EACH REMOVING INLETS $400.00 4.00 $1,600.00 4 $1,600.00 0.00 $0.00 81 EACH REMOVING CATCH BASINS TO MAINTAIN FLOW $2,000.00 1.00 $2,000.00 1 $2,000.00 0.00 $0.00 82 EACH FILLING MANHOLES $400.00 3.00 $1,200.00 1 $400.00 2.00 $800.00 83 FOOT CONCRETE CURB,TYPE B $28.00 260.30 $7,288.40 28 $784.00 232.30 $6,504.40 84 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.12 $27.60 195.20 $5,387.52 200 $5,520.00 -4.80 -$132.48 85 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.18 $29.50 3908.20 $115,291.90 3903 $115,138.50 5.20 $153.40 86 SQ FT CONCRETE MEDIAN,TYPE SB-6.12 $14.00 506.40 $7,089.60 505 $7,070.00 1.40 $19.60 87 FOOT GUARDRAIL REMOVAL $5.10 65.50 $334.05 65 $331.50 0.50 $2.55 88 CAL MO ENGINEER'S FIELD OFFICE,TYPE A $2,150.00 12.00 $25,800.00 13 $27,950.00 -1.00 -$2,150.00 89 L SUM MOBILIZATION $257,081.50 1.00 $257,081.50 1 $257,081.50 0.00 $0.00 90 L SUM TRAFFIC CONTROL AND PROTECTION $86,000.00 1.00 $86,000.00 1 $86,000.00 0.00 $0.00 91 EACH ARROW BOARDS $4,800.00 4.00 $19,200.00 4 $19,200.00 0.00 $0.00 92 SQ FT INFORMATIONAL SIGN FABRICATION $12.00 21.00 $252.00 35 $420.00 -14.00 -$168.00, 93 EACH LIGHTING CONTROLLER,PAD MOUNTED $10,020.00 1.00 $10,020.00 1 $10,020.00 0.00 $0.00 94 EACH FREE PARKING SIGN $9,000.00 4.00 $36,000.00 4 $36,000.00 0.00 $0.00 95 SQ FT SIGN PANEL-TYPE 1 $45.00 113.25 $5,096.25 179 $8,055.00 -65.75 -$2,958.75 96 EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $35.00 10.00 $350.00 16 $560.00 -6.00 -$210.00 97 SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 36.25 $362.50 144 _ $1,440.00 -107.75 -$1,077.50 98 FOOT METAL POST-TYPE A $8.00 0.00 $0.00 13 $104.00 -13.00 -$104.00 99 EACH BEACON DOMUS POLE 10' $800.00 2.00 $1,600.00 2 $1,600.00 0.00 $0.00 100 EACH BEACON DOMUS POLE 12' $1,000.00 0.00 $0.00 4 $4,000.00 -4.00 -$4,000.00 101 EACH FOUNDATION FOR BEACON DOMUS POLE $250.00 9.00 $2,250.00 6 $1,500.00 3.00 $750.00, 102 EACH EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE $300.00 46 LESS THAN 2 SF(BACKPLATE AND FRAME PAINTED BLACK) 41.00 $12,300.00 $13,800.00 -5.00 -$1,500.00 3 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance - EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE . 103 EACH GREATER THAN 2 SF AND LESS THAN 4 SF(BACKPLATE AND $495.00 7 FRAME PAINTED BLACK) 6.00 $2,970.00 $3,465.00 -1.00 -$495.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE 104 EACH GREATER THAN 4 SF(BACKPLATE AND FRAME PAINTED $600.00 11 9.000 $5,400.00 $6,600.00 -2.00 -$1,200.00 105 SQ FT EPDXY PAVEMENT MARKING-LETTERS AND SYMBOLS $4.20 896.80 $3,766.56 1080 $4,536.00 -183.20 -$769.44 106 FOOT EPDXY PAVEMENT MARKING-LINE 4" $0.60 1902.50 $1,141.50 4921 $2,952.60 -3018.50 -$1,811.10 107 FOOT EPDXY PAVEMENT MARKING-LINE 6" $1.05 1906.20 $2,001.51 3165 $3,323.25 -1258.80 -$1,321.74 108 FOOT EPDXY PAVEMENT MARKING-LINE 12" $2.10 159.40 $334.74 896 $1,881.60 -736.60 -$1,546.86 109 FOOT EPDXY PAVEMENT MARKING-LINE 24" $4.20 334.00 $1,402.80 822 $3,452.40 -488.00 -$2,049.60 110 SQ FT PAVEMENT MARKING REMOVAL $1.00 265.50 $265.50 5024 $5,024.00 -4758.50 -$4,758.50 111 EACH ELECTRIC SERVICE INSTALLATION $800.00 1.00 $800.00 1 $800.00 0.00 $0.00 112 EACH ELECTRIC UTILITY SERVICE CONNECTION $1,000.00 1.00 $1,000.00 1 $1,000.00 0.00 $0.00 113 EACH QUAZITE HANDHOLE 12"X12"X12" $100.00 3.00 $300.00 1 $100.00 2.00 ' $200.00 114 EACH HOLIDAY LIGHT CONNECTORS $393.00 5.00 $1,965.00 5 $1,965.00 0.00 $0.00 115 FOOT CONDUIT IN TRENCH,2"DIA.,GALVANIZED STEEL $9.00 1345.00 $12,105.00 349 $3,141.00 996.00 $8,964.00 116 FOOT CONDUIT IN TRENCH,2 1/2"DIA.,GALVANIZED STEEL $12.50 0.00 $0.00 137 $1,712.50 -137.00 -$1,712.50 117 FOOT CONDUIT IN TRENCH,3"DIA.,GALVANIZED STEEL $14.00 88.00 $1,232.00 151 $2,114.00 -63.00 -$882.00 118 FOOT CONDUIT IN TRENCH,3 1/2"DIA.,GALVANIZED STEEL $19.00 0.00 $0.00 135 $2,565.00 -135.00 -$2,565.00 119 FOOT CONDUIT IN TRENCH,4"DIA.,GALVANIZED STEEL $20.00 446.00 $8,920.00 546 $10,920.00 -100.00 -$2,000.00 120 FOOT CONDUIT IN TRENCH,3/4"DIA.,COILABLE NONMETALLIC $2.30 384.20 $883.66 455 $1,046.50 -70.80 -$162.84 121 FOOT CONDUIT IN TRENCH,2"DIA.,COILABLE NONMETALLIC $3.80 3730.00 $14,174.00 3500 $13,300.00 230.00 $874.00 122 EACH HANDHOLE $1,000.00 2.00 $2,000.00 2 $2,000.00 0.00 $0.00 123 EACH HANDHOLE TO BE ADJUSTED $950.00 27.00 $25,650.00 27 $25,650.00 0.00 $0.00 124 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $0.70 5068.50 $3,547.95 6000 $4,200.00 -931.50 -$652.05 125 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $0.90 4088.00 $3,679.20 5500 $4,950.00 -1412.00 -$1,270.80 126 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $1.20 8631.50 $10,357.80 8500 $10,200.00 131.50 $157.80 127 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $1.60 6538.00 $10,460.80 7500 $12,000.00 -962.00 -$1,539.20 128 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $2.15 0.00 $0.00 300 $645.00 -300.00 -$645.00 129 FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $2.60 0.00 $0.00 300 $780.00 -300.00 -$780.00 130 FOOT TRENCH AND BACKFILL FOR ELECTRICAL WORK $4.00 3404.00 $13,616.00 4355 $17,420.00 -951.00 -$3,804.00 131 FOOT LIGHT POLE FOUNDATION,24"DIAMETER $142.00 125.00 $17,750.00 166 $23,572.00 -41.00 -$5,822.00 132 FOOT LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET $160.00 0.00 $0.00 27 $4,320.00 -27.00 -$4,320.00 133 EACH LIGHT POLE FOUNDATION CONNECTION TO TOP SLAB OF $3,000.00 0.00 $0.00 1 r $3,000.00 -1.00 -$3,000.00 134 EACH LIGHT POLE FOUNDATION CONNECTION TO VAULT FLOOR $3,000.00 0.00 $0.00 1 $3,000.00 -1.00 -$3,000.00 135 FOOT ELECTRIC CABLE IN CONDUIT,SIGNAL NO. 14 2C $1.22 0.00 $0.00 505 $616.10 -505.00 -$616.10 136 FOOT ELECTRIC CABLE IN CONDUIT,SIGNAL NO. 14 3C $1.25 0.00 $0.00 1330 $1,662.50 _-1330.00 -$1,662.50 137 FOOT ELECTRIC CABLE IN CONDUIT,SIGNAL NO. 14 5C $1.30 0.00 $0.00 1170 $1,521.00 -1170.00 -$1,521.00 138 FOOT ELECTRIC CABLE IN CONDUIT,GROUNDING,NO.6 1C $2.21 0.00 $0.00 455 $1,005.55 -455.00 -$1,005.55 139 FOOT ELECTRIC CABLE IN CONDUIT NO.20 3/C,TWISTED, $1.37 0.00 $0.00 245 $335.65 -245.00 -$335.65 140 FOOT ELECTRIC CABLE IN CONDUIT,COAXIAL $1.73 0.00 $0.00 290 $501.70 -290.00 -$501.70 4 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance 141 FOOT ELECTRIC CABLE IN CONDUIT,TRACER,NO. 14 1C $0.68 0.00 $0.00 700 $476.00 -700.00 -$476.00 142 FOOT FIBER OPTIC CABLE IN CONDUIT,NO.62.5/125,MM24F SM12F $4.10 0.00 $0.00 725 $2,972.50 -725.00 -$2,972.50 143 FOOT CONCRETE FOUNDATION,TYPE E 36-INCH DIAMETER $309.00 0.00 $0.00 13 $4,017.00 -13.00 -$4,017.00 144 EACH CIRCUIT BREAKER, 1 POLE,20 AMP,IN EXISTING LIGHTING $150.00 2 CONTROLLER 2.00 $300.00 $300.00 0.00 $0.00 145 EACH CIRCUIT BREAKER,2 POLES,20 AMP,IN EXISTING LIGHTING $185.00 2 CONTROLLER 2.00 $370.00 $370.00 0.00 $0.00 146 EACH DRILL EXISTING HANDHOLE $160.00 8.00 $1,280.00 5 $800.00 3.00 $480.00 147 EACH REMOVE EXISTING HANDHOLE $400.00 4.00 $1,600.00 5 $2,000.00 -1.00 -$400.00 148 EACH REMOVE TRAFFIC SIGNAL HEAD $195.00 0.00 $0.00 2 $390.00 -2.00 -$390.00 149 EACH MOVE EXISTING SIGNAL HEAD $450.00 0.00 $0.00 1 $450.00 -1.00 -$450.00 150 L SUM REMOVE EXISTING LIGHTING SYSTEM $4,000.00 1.00 $4,000.00 1 $4,000.00 0.00 $0.00 151 EACH PEDESTRIAN LIGHT POLE $5,890.00 13.00 $76,570.00 13 $76,570.00 0.00 $0.00 152 EACH RELOCATE EXISTING PEDESTRIAN LIGHT POLE $1,300.00 14.00 $18,200.00 14 $18,200.00 0.00 $0.00 153 EACH ROADWAY LIGHT POLE $5,570.00 3.00 $16,710.00 3 $16,710.00 0.00 $0.00 154 EACH RELOCATE EXISTING ROADWAY LIGHT POLE $1,330.00 2.00 $2,660.00 1 $1,330.00 1.00 $1,330.00 155 EACH PAINT STREET LIGHT POLE WITH SINGLE LIGHT FIXTURE(14' $385.00 TALL) 41.00 $15,785.00 23 $8,855.00 18.00 $6,930.00 156 EACH PAINT STREET LIGHT POLE WITH DUAL LIGHT FIXTURE(14' $450.00 TALL) 0.00 $0.00 2 $900.00 -2.00 -$900.00 157 EACH PAINT STREET LIGHT POLE WITH SINGLE LIGHT FIXTURE(30' $610.00 TALL) 2.00 $1,220.00 3 $1,830.00 -1.00 -$610.00 158 CU YD DEBRIS REMOVAL $190.00 75.00 $14,250.00 5 $950.00 70.00 $13,300.00 159 CU YD ENGINEERED SOIL $139.00 416.70 $57,921.30 300 $41,700.00 116.70 $16,221.30 160 CU YD PLANTING SOIL MIX $45.00 338.10 $15,214.50 300 $13,500.00 38.10 $1,714.50 161 SQ YD SOIL CONDITIONER,3" $3.00 925.00 $2,775.00 925 $2,775.00 0.00 $0.00 162 SQ YD SHREDDED HARDWOOD MULCH,3" $3.75 693.90 $2,602.13 1220 $4,575.00 -526.10 -$1,972.88 163 MONTH LANDSCAPE MAINTENANCE $620.00 12.00 $7,440.00 12 $7,440.00 0.00 $0.00 164 EACH GINKGO BILOBA'MAGYAR' $570.00 7.00 $3,990.00 6 $3,420.00 1.00 $570.00 165 EACH GLEDITSIA TRIANCANTHOS VAR.INERMIS'SKYLINE' $259.00 12.00 $3,108.00 14 $3,626.00 -2.00 -$518.00 166 EACH MALUSX'JFS-KW5' $242.00 11.00 $2,662.00 13 $3,146.00 -2.00 -$484.00 167 EACH PRUNUS SARGENTII'RANCHO' $235.00 13.00 $3,055.00 13 $3,055.00 0.00 $0.00 168 EACH PYRUS CALLERYANAX BETULIFOLIA'EDGEDELL' $378.00 7.00 $2,646.00 9 $3,402.00 -2.00 -$756.00 169 EACH PYRUS CALLERYANA'CHANTICLEER' $299.00 6.00 $1,794.00 6 $1,794.00 0.00 $0.00 170 EACH ARONIA MELANOCARPA'IROQUOIS BEAUTY' $50.00 45.00 $2,250.00 48 $2,400.00 -3.00 -$150.00 171 EACH ARONIAARBUTIFOLIA'BRILLIANTISSIMA' $60.00 31.00 $1,860.00 31 $1,860.00 0.00 $0.00 172 EACH BUXUS MICROPHYLLA VAR.KOREANA X SEMPERVIRENS $77.00 48.00 $3,696.00 48 $3,696.00 0.00 $0.00 173 EACH BUXUS SEMPERVIRENS'WILSON' $81.00 24.00 $1,944.00 57 $4,617.00 -33.00 -$2,673.00 174 EACH HYDRANGEA ARBORESCENS'ANNABELLE' $42.00 115.00 $4,830.00 128 $5,376.00 -13.00 -$546.00 175 EACH PHYSOCARPUS'SUMMER WINE' $41.50 28.00 $1,162.00 28 $1,162.00 0.00 $0.00 176 EACH RIBES ALPINUM $40.00 107.00 $4,280.00 114 $4,560.00 -7.00 -$280.00 . 5 Item Total Cost to Plan Original Contract Quantity UNIT ITEM UNIT PRICE No. Final Quantity Date Quantity Cost Variance Cost Variance 177 EACH CALAMAGROSTIS ARUNDINACEA VAR.BRACHYTRICHA $10.00 104.00 $1,040.00 91 $910.00 13.00 $130.00 178 EACH CHASMANTHIUM LATIFOLIUM $11.00 98.00 $1,078.00 98 $1,078.00 0.00 $0.00 179 EACH HELICTOTRICHON SEMPERVIRENS'SAPPHIRE' $10.50 80.00 $840.00 176 $1,848.00 -96.00 -$1,008.00 180 EACH MISCANTHUS SINENSIS'LITTLE KITTEN' $13.00 156.00 $2,028.00 169 $2,197.00 -13.00 -$169.00 181 EACH PANICUM VIRGATUM'SHENANDOAH' $18.00 249.00 $4,482.00 285 $5,130.00 -36.00 -$648.00 182 EACH ECHINACEA'AFTER MIDNIGHT' $15.50 32.00 $496.00 28 $434.00 4.00 $62.00 183 EACH ECHINACEA'TIKI TORCH' $13.00 95.00 $1,235.00 99 $1,287.00 -4.00 -$52.00 184 EACH HEMEROCALLIS'HAPPY RETURNS' $9.00 227.00 $2,043.00 194 $1,746.00 33.00 $297.00 185 EACH HEMEROCALLIS'STRAWBERRY CANDY' $10.00 71.00 $710.00 75 $750.00 -4.00 -$40.00 186 EACH HEUCHERA'CARAMEL' $11.50 0.00 $0.00 222 $2,553.00 -222.00 -$2,553.00 187 EACH HOSTA SP. $19.00 38.00 $722.00 38 $722.00 0.00 $0.00 188 EACH HOSTA'WHITE FEATHER' $34.00 49.00 $1,666.00 49 $1,666.00 0.00 $0.00 189 EACH LIATRIS SPICATA'KOBOLD' $8.50 50.00 $425.00 50 $425.00 0.00 $0.00 190 EACH RUDBECKIA FULGIDA'GOLDSTURM' $8.00 305.00 $2,440.00 294 $2,352.00 11.00 $88.00 191 EACH SALVIA NEMOROSA'MAY NIGHT' $9.00 99.00 $891.00 99 $891.00 0.00 $0.00 192 EACH EUONYMUS FORTUNE!VAR.'COLORATUS' $3.00 224.00 $672.00 260 $780.00 -36.00 -$108.00 193 EACH HEDERA HELIX'THORNDALE' $3.00 236.00 $708.00 236 $708.00 0.00 $0.00 194 EACH ALLIUM AFLUTANENSE'PURPLE SENSATION' $1.75 651.00 $1,139.25 672 $1,176.00 -21.00 -$36.75 195 EACH CROCUS'LARGE GRAND COLLECTION' $1.25 472.00 $590.00 472 $590.00 0.00 $0.00 196 EACH HYACINTHUS'PINK FESTIVAL' $3.00 420.00 $1,260.00 63 $189.00 357.00 $1,071.00 197 EACH NARCISSUS'FORTISSIMO' $2.00 895.00 $1,790.00 913 $1,826.00 -18.00 -$36.00 198 EACH TULIPA'LIGHTNING SUN' $2.00 396.00 $792.00 396 $792.00 0.00 $0.00 199 SQ FT UNIT PAVER REMOVAL AND REINSTALLATION $7.00 518.00 $3,626.00 500 $3,500.00 18.00 $126.00 200 SQ FT UNIT PAVERS,CLAY $5.00 30357.30 $151,786.50 27765 $138,825.00 2592.30 $12,961.50 201 SQ FT UNIT PAVERS,CLAY CROSSWALK $6.75 5687.70 $38,391.98 7190 $48,532.50 -1502.30 -$10,140.53 202 SQ FT UNIT PAVERS,TRUNCATED DOME $10.00 618.00 $6,180.00 642 $6,420.00 -24.00 -$240.00 203 FOOT CONCRETE PLANTER CURB $33.35 1379.40 $46,002.99 1625 $54,193.75 -245.60 -$8,190.76 204 FOOT ORNAMENTAL METAL FENCE, 18"HT. $91.26 1087.50 $99,245.25 1143 $104,310.18 -55.50 -$5,064.93 205 EACH PAVER GRATE $2,750.00 30.00 $82,500.00 33 $90,750.00 -3.00 -$8,250.00 206 EACH BENCHES $1,962.45 1.00 $1,962.45 1 $1,962.45 0.00 $0.00 207 EACH TRASH RECEPTACLES $1,987.11 5.00 $9,935.55 5 $9,935.55 0.00 $0.00 208 EACH RECYCLING RECEPTACLES $1,987.11 5.00 $9,935.55 5 $9,935.55 0.00 $0.00 209 EACH BIKE RACKS $1,585.00 5.00 $7,925.00 5 $7,925.00 0.00 $0.00 210 EACH INFORMATION KIOSKS $11,300.00 1.00 $11,300.00 1 $11,300.00 0.00 $0.00 211 EACH BENCHMARK MONUMENT-USGS DATUM $600.00 1.00 $600.00 1 $600.00 0.00 $0.00 212 FOOT 2"PVC MAINLINE IRRIGATION PIPE $8.00 4000.00 $32,009.00 4000 $32,000.00 0.00 $0.00 213 FOOT WATER SERVICE LINE,2" $100.00 11.00 $1,100.00 100 $10,000.00 -89.00 -$8,900.00 214 EACH WATER VALVE ASSEMBLY $2,500.00 1.00 $2,500.00 3 $7,500.00 -2.00 -$5,000.00 215 EACH BACKFLOW PREVENTER(RPZ) $4,500.00 1.00 $4,500.00 3 $13,500.00 -2.00 -$9,000.00 216 SQ FT IRRIGATION SYSTEM $5.50 11990.00 $65,945.00 11990 $65,945.00 0.00 $0.00 6 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance 217 L SUM IRRIGATION MAINTENANCE $575.00 1.00 $575.00 1 $575.00 0.00 $0.00 218 EACH DUST CONTROL-MECHANICAL SWEEPING $275.00 11.00 $3,025.00 30 $8,250.00 -19.00 -$5,225.00 219 UNIT DUST CONTROL-WATERING WITH CALCIUM CHLORIDE $1.00 0.00 $0.00 125 $125.00 -125.00 -$125.00 220 UNIT NIGHT WORK $2,800.00 0.00 $0.00 5 $14,000.00 -5.00 -$14,000.00 221 ALLOW MISCELLANEOUS ELECTRICAL AND PRIVATE UTILITY $30,000.00 0.4704000 $14,112.00 1 $30,000.00 -0.53 -$15,888.00 222 ALLOW MISCELLANEOUS WORK $100,000.00 0.7824930 $78,249.30 1 $100,000.00 -0.22 -$21,750.70 ALTERNATE A-Dexter Coun 1A EACH TREE PROTECTION $100.00 0.00 $0.00 13 $1,300.00 -13.00 -$1,300.00 2A EACH TREE ROOT PRUNING $75.00 4.00 $300.00 13 $975.00 -9.00 -$675.00 3A CU YD EARTH EXCAVATION $37.60 290.90 $10,937.84 647 $24,327.20 -356.10 -$13,389.36 4A CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL $40.70 0.00 $0.00 106 $4,314.20 -106.00 -$4,314.20 5A CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $45.00 0.00 $0.00 4 $180.00 -4.00 -$180.00 6A FOOT EXPLORATION TRENCH 72"DEPTH $40.00 37.00 $1,480.00 50 $2,000.00 -13.00 -$520.00 7A EACH INLET FILTERS $80.00 3.00 $240.00 6 $480.00 -3.00 -$240.00 8A SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $7.50 682.40 $5,118.00 638 $4,785.00 44.40 $333.00 9A SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $7.85 230.00 $1,805.50 186 $1,460.10 44.00 $345.40 10A SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" $56.00 104.60 $5,857.60 119 $6,664.00 -14.40 -$806.40 11A SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $63.00 155 BASE COURSE 9" 273.10 $17,205.30 $9,765.00 118.10 $7,440.30 12A SQ FT PC CONCRETE UNDERLAYMENT 5" $4.80 5608.80 $26,922.24 4,985 $23,928.00 623.80 $2,994.24 13A GALLON BITUMINOUS MATERIALS(PRIME COAT) $1.00 136.00 $136.00 133 $133.00 3.00 $3.00 14A TON HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50 $69.00 160.13 $11,048.97 112 $7,728.00 48.13 $3,320.97 15A TON HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 $79.00 140.15 $11,071.85 99 $7,821.00 41.15 $3,250.85 16A TON INCIDENTAL HOT-MIX ASPHALT SURFACING $275.00 0.00 $0.00 30 $8,250.00 -30.00 -$8,250.00 17A SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $295.00 30 PAVEMENT 13 INCH(BUFF COLOR) 29.10 $8,584.50 $8,850.00 -0.90 -$265.50 18A SQ YD PROTECTIVE COAT $0.05 167.00 $8.35 1,116 $55.80 -949.00 -$47.45 19A SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $6.85 232.90 $1,595.37 50 $342.50 182.90 $1,252.87 20A SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH(BUFF $6.85 4,364 COLOR) 300.30 $2,057.06 $29,893.40 -4063.70 -$27,836.35 21A SQ YD PAVEMENT REMOVAL $20.00 489.20 $9,784.00 314 $6,280.00 175.20 $3,504.00 22A SQ YD HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" $3.40 459.20 $1,561.28 885 $3,009.00 -425.80 -$1,447.72 23A FOOT COMBINATION CURB AND GUTTER REMOVAL $8.85 646.50 $5,721.53 649 $5,743.65 -2.50 -$22.13 24A SQ FT SIDEWALK REMOVAL $4.15 3171.40 $13,161.31 345 $1,431.75 2826.40 $11,729.56 25A SQ YD CLASS C PATCHES,9 INCH $65.50 0.00 $0.00 206 $13,493.00 -206.00 -$13,493.00 26A CU YD CONCRETE REMOVAL $500.00 3.24 $1,620.00 5 _ $2,500.00 -1.76 -$880.00 27A EACH FOUNDATION CORING-3"DIAMETER OR LESS $250.00 0.00 $0.00 4 $1,000.00 -4.00 -$1,000.00 28A EACH FOUNDATION CORING-3"TO 12"DIAMETER $350.00 0.00 $0.00 1 $350.00 -1.00 -$350.00 7 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance • 29A EACH FIRE HYDRANTS TO BE REMOVED $750.00 1.00 $750.00 1 $750.00, 0.00 $0.00 30A EACH FIRE HYDRANTS $3,500.00 1.00 $3,500.00 1 $3,500.00 0.00 $0.00 31A POUND DUCTILE IRON FITTINGS $5.00 484.00 $2,420.00 800 $4,000.00 -316.00 -$1,580.00 32A FOOT WATER MAIN 6" $100.00 10.00 $1,000.00 16 $1,600.00 -6.00 -$600.00 33A FOOT WATER MAIN 8" $100.00 343.50 $34,350.00 262 $26,200.00 81.50 $8,150.00 34A EACH IRRIGATION SERVICE TAP AND CURB STOP $3,000.00 1.00 $3,000.00 3 $9,000.00 -2.00 -$6,000.00 35A FOOT POLYETHYLENE WRAP 6" $5.00 0.00 $0.00 16 $80.00 -16.00 -$80.00 36A FOOT POLYETHYLENE WRAP 8" $5.00 320.00 $1,600.00 262 $1,310.00 58.00 $290.00 37A EACH BUFFALO BOX REMOVAL $100.00 0.00 $0.00 1 $100.00 -1.00 -$100.00 38A EACH RESILIENT WEDGE VALVE-6" $1,000.00 1.00 $1,000.00 1 $1,000.00 0.00 $0.00 39A EACH RESILIENT WEDGE VALVE-8" $1,200.00 2.00 $2,400.00 2 $2,400.00 0.00 $0.00 40A EACH CUT-IN CONNECTION $3,000.00 1.00 $3,000.00 1 $3,000.00 0.00 $0.00 41A FOOT WATER MAIN REMOVAL 6" $10.00 5.00 $50.00 10 $100.00 -5.00 -$50.00 42A FOOT WATER MAIN REMOVAL 8" $10.00 14.00 $140.00 10 $100.00 4.00 $40.00 43A EACH WATER SAMPLING STATION INSTALLATION $3,000.00 1.00 $3,000.00 1 $3,000.00 _ 0.00 $0.00 44A FOOT PIPE UNDERDRAINS 4" $8.00 0.00 $0.00 617 $4,936.00 -617.00 -$4,936.00 45A EACH NEENAH R-1712 FRAME AND LID(CLOSED)OR EJIW 1051 $300.00 1 FRAME AND LID(CLOSED) 0.00 $0.00 $300.00 -1.00 -$300.00 46A EACH NEENAH R-3010 TYPE L GRATE OR EJIW 7010 TYPE M4 $400.00 3.00 $1,200.00 3 $1,200.00 0.00 $0.00 47A EACH VALVE VAULTS,4'-DIAMETER $3,000.00 3.00 $9,000.00 3 $9,000.00 0.00 $0.00 48A EACH CATCH BASINS TO BE ADJUSTED $300.00 3.00 $900.00 3 $900.00 0.00 $0.00 49A EACH MANHOLES TO BE ADJUSTED $300.00 0.00 $0.00 2 $600.00 -2.00 -$600.00 50A EACH VALVE VAULTS TO BE ADJUSTED $300.00 0.00 $0.00 1 $300.00 -1.00 -$300.00 51A EACH VALVE VAULTS TO BE REMOVED $400.00 3.00 $1,200.00 1 $400.00 2.00, $800.00 52A EACH VALVE BOXES TO BE ADJUSTED $100.00 0.00 $0.00 3 $300.00 -3.00 -$300.00 53A EACH VALVE BOXES TO BE REMOVED $100.00 0.00 $0.00 3 $300.00 -3.00 -$300.00 54A EACH FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) $600.00 4.00 $2,400.00 2 $1,200.00 2.00 $1,200.00 55A FOOT CONCRETE CURB,TYPE B(BUFF COLOR) $60.75 59.00 $3,584.25 63 $3,827.25 -4.00 -$243.00 56A FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.18 $29.75 501.10 $14,907.73 617 $18,355.75 -115.90 -$3,448.03 57A L SUM MOBILIZATION $18,110.85 1.00 $18,110.85 1 $18,110.85 0.00 $0.00 58A L SUM TRAFFIC CONTROL AND PROTECTION $200.00 1.00 $200.00 1 $200.00 0.00 $0.00 59A SQ FT INFORMATIONAL SIGN FABRICATION $12.00 3.00 $36.00 10 $120.00 -7.00 -$84.00 60A SQ FT SIGN PANEL-TYPE 1 $45.00 12.50 $562.50 31 $1,395.00 -18.50 -$832.50 61A EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $35.00 1.00 $35.00 1 $35.00 0.00 $0.00 62A SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 0.00 $0.00 16 $160.00 -16.00 -$160.00 63A EACH BEACON DOMUS POLE 10' $800.00 1.00 $800.00 1 $800.00 0.00 $0.00 64A EACH BEACON DOMUS POLE 12' $1,000.00 0.00 $0.00 1 $1,000.00 -1.00 -$1,000.00 65A EACH FOUNDATION FOR BEACON DOMUS POLE $250.00 0.00 $0.00 2 $500.00 -2.00 -$500.00 66A EACH EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE $300.00 8 LESS THAN 2 SF(BACKPLATE AND FRAME PAINTED BLACK) 1.00 $300.00 $2,400.00 -7.00 -$2,100.00 8 Item Total Cost to Plan Original Contract Quantity UNIT ITEM UNIT PRICE No. Final Quantity Date Quantity Cost Variance Cost Variance EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE 67A EACH GREATER THAN 2 SF AND LESS THAN 4 SF(BACKPLATE AND $495.00 1 FRAME PAINTED BLACK) 0.00 $0.00 $495.00 -1.00 -$495.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE 68A EACH GREATER THAN 4 SF(BACKPLATE AND FRAME PAINTED $600.00 2 0.00 $0.00 $1,200.00 -2.00 -$1,200.00 69A FOOT EPDXY PAVEMENT MARKING-LINE 4" $5.00 242.60 $1,213.00 260 $1,300.00 -17.40 -$87.00 70A FOOT EPDXY PAVEMENT MARKING-LINE 6" $8.00 0.00 $0.00 141 $1,128.00 -141.00 -$1,128.00 71A FOOT EPDXY PAVEMENT MARKING-LINE 24" $30.00 12.00 $360.00 12 $360.00 0.00 $0.00 72A SQ FT PAVEMENT MARKING REMOVAL $5.00 0.00 $0.00 141 $705.00 -141.00 -$705.00 73A FOOT CONDUIT IN TRENCH,4"DIA.,GALVANIZED STEEL $20.00 155.00 $3,100.00 74 $1,480.00 81.00 $1,620.00 74A FOOT CONDUIT IN TRENCH,3/4"DIA.,COILABLE NONMETALLIC $2.30 0.00 $0.00 157 $361.10 -157.00 -$361.10 75A FOOT CONDUIT IN TRENCH,2"DIA.,COILABLE NONMETALLIC $3.80 536.50 $2,038.70 700 $2,660.00 -163.50 -$621.30 76A FOOT CONDUIT PUSHED,4"DIA.,GALVANIZED STEEL $40.00 0.00 $0.00 38 $1,520.00 -38.00 -$1,520.00 77A EACH HANDHOLE TO BE ADJUSTED $950.00 2.00 $1,900.00 2 $1,900.00 0.00 $0.00 78A FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C NO. $0.70 944.80 $661.36 1,000 $700.00 -55.20 -$38.64 79A FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $0.90 1889.60 $1,700.64 2,000 $1,800.00 -110.40 -$99.36 80A FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C NO. $1.60 944.80 $1,511.68 1,000 $1,600.00 -55.20 -$88.32 81A FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C NO. $2.15 2834.40 $6,093.96 1,500 $3,225.00 1334.40 $2,868.96 82A FOOT TRENCH AND BACKFILL FOR ELECTRICAL WORK $4.00 464.50 $1,858.00 860 $3,440.00 -395.50 -$1,582.00 83A FOOT LIGHT POLE FOUNDATION,24"DIAMETER $142.00 60.00 $8,520.00 60 $8,520.00 0.00 $0.00 84A FOOT LIGHT POLE FOUNDATION,24"DIAMETER,OFFSET $160.00 0:00 $0.00 8 $1,280.00 -8.00 -$1,280.00 85A EACH REMOVE EXISTING HANDHOLE $400.00 0.00 $0.00 2 $800.00 -2.00 -$800.00 86A EACH REMOVE EXISTING LIGHTING SYSTEM $2,425.00 1.00 $2,425.00 1 $2,425.00 0.00 $0.00 87A EACH PEDESTRIAN LIGHT POLE $5,890.00 2.00 $11,780.00 2 $11,780.00 0.00 $0.00 88A EACH RELOCATE EXISTING PEDESTRIAN LIGHT POLE $1,330.00 $0.00 10 $13,300.00 $0.00 89A EACH PAINT STREET LIGHT POLE WITH SINGLE LIGHT FIXTURE(14' $385.00 0.00 $0.00 12 $4,620.00 -12.00 -$4,620.00 90A CU YD PLANTING SOIL MIX $45.00 66.40 $2,988.00 65 $2,925.00 1.40 $63.00 91A SQ YD SOIL CONDITIONER, 3" $3.00 478.00 $1,434.00 405 $1,215.00 73.00 $219.00 92A SQ YD SHREDDED HARDWOOD MULCH,3" $3.75 478.00 $1,792.50 470 $1,762.50 8.00 $30.00 93A EACH QUERCUS MACROCARPA $500.00 3.00 $1,500.00 3 $1,500.00 0.00 $0.00 94A EACH AMELANCHIER GRANDIFLORA'FOREST PRINCE' $317.00 7.00 $2,219.00 7 $2,219.00 0.00 $0.00 95A EACH ARONIA MELANOCARPA'IROQUOIS BEAUTY' $50.00 0.00 $0.00 35 $1,750.00 -35.00 -$1,750.00 96A EACH HYDRANGEA PANICULATA'LIMELIGHT $38.00 6.00 $228.00 6 $228.00 0.00 $0.00 97A EACH HYDRANGEAARBORESCENS'ANNABELLE' $42.00 18.00 $756.00 18 $756.00 0.00 $0.00 98A EACH PHYSOCARPUS'SUMMER WINE' $41.50 35.00 $1,452.50 6 $249.00 29.00 $1,203.50 99A EACH RIBES ALPINUM $40.00 84.00 $3,360.00 84 $3,360.00 0.00 $0.00 I 100A EACH RHODODENDRON PJM'ELITE' $48.00 49.00 $2,352.00 49 $2,352.00 0.00 $0.00 101A EACH CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' $13.00 28.00 $364.00 28 $364.00 0.00 $0.00 102A EACH HELICTOTRICHON SEMPERVIRENS'SAPPHIRE' $10.50 91.00 $955.50 84 $882.00 7.00 $73.50 103A EACH HAKONECHLOA MACRA'AUREOLA' $14.00 107.00 $1,498.00 115 $1,610.00 -8.00 -$112.00 104A EACH ACTEA RAMOSA'HILLSIDE BLACK BEAUTY' $20.00 33.00 $660.00 33 $660.00 0.00 $0.00 9 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance. Cost Variance ' 105A EACH ASTILBE'RISE&SHINE' $26.00 12.00 $312.00 60 $1,560.00 -48.00 -$1,248.00 106A EACH ATHYRIUM NIPONICUM VAR.PICTUM $15.00 14.00 $210.00 14 $210.00 0.00 $0.00 107A EACH BRUNNERA MACROPHYLLA'JACK FROST' $13.50 52.00 $702.00 52 $702.00 0.00 $0.00 108A EACH HEMEROCALLIS'HAPPY RETURNS' $9.00 66.00 $594.00 66 $594.00 0.00 $0.00 109A EACH HEUCHERA'FROSTED VIOLET' $13.00 30.00 $390.00 32 $416.00 -2.00 -$26.00 110A EACH HEUCHERA'CARAMEL' $11.50 32.00 $368.00 39 $448.50 -7.00 -$80.50 111A EACH HOSTA'LOVE PAT' $15.50 168.00 $2,604.00 168 $2,604.00 0.00 $0.00 112A EACH HOSTA'WHITE FEATHER' $34.00 12.00 $408.00 12 $408.00 0.00 $0.00 113A EACH HOSTA'ESKIMO PIE' $17.00 0.00 $0.00 73 $1,241.00 -73.00 -$1,241.00 114A EACH LIATRIS SPICATA'KOBOLD' $8.50 24.00 $204.00 24 $204.00 0.00 $0.00 115A EACH HEDERA COLCHICA'SULFUR HEART $2.50 90.00 $225.00 90 $225.00 0.00 $0.00 116A EACH HEDERA HELIX'THORNDALE' $3.00 262.00 $786.00 262 $786.00 0.00 $0.00 117A EACH ALLIUM AFLUTANENSE'PURPLE SENSATION' $1.75 56.00 $98.00 56 $98.00 0.00 $0.00 118A EACH CROCUS'LARGE GRAND COLLECTION' $1.25 778.00 $972.50 786 $982.50 -8.00 -$10.00 119A EACH NARCISSUS'FORTISSIMO' $2.00 324.00 $648.00 324 $648.00 0.00 $0.00 120A EACH TULIPA'LIGHTNING SUN' $2.00 404.00 $808.00 468 $936.00 -64.00 -$128.00 121A SQ FT UNIT PAVERS,CLAY $5.00 5606.80 $28,034.00 4,925 $24,625.00 681.80 $3,409.00 122A SQ FT UNIT PAVERS,CLAY CROSSWALK $6.75 1771.30 $11,956.28 1,370 $9,247.50 401.30 $2,708.78 123A SQ FT UNIT PAVERS,TRUNCATED DOME $10.00 60.00 $600.00 60 $600.00 0.00 $0.00 124A FOOT CONCRETE PLANTER CURB $33.35 228.00 $7,603.80 304 $10,138.40 -76.00 -$2,534.60 125A FOOT ORNAMENTAL METAL FENCE, 18"HT. $91.26 232.20 $21,190.57 228 $20,807.28 4.20 $383.29 126A EACH BENCHES $1,961.67 4.00 $7,846.68 4 $7,846.68 0.00 $0.00 127A EACH TRASH RECEPTACLES $1,987.73 1.00 $1,987.73 1 , $1,987.73 0.00 $0.00 128A EACH RECYCLING RECEPTACLES $1,987.73 1.00 $1,987.73 1 $1,987.73 0.00 $0.00 129A EACH BIKE RACKS $1,450.84 3.00 $4,352.52 3 $4,352.52 0.00 $0.00 130A FOOT DECORATIVE CONCRETE WALL $735.00 42.00 $30,870.00 42 $30,870.00 0.00 $0.00 131A FOOT 2"PVC MAINLINE IRRIGATION PIPE $8.00 1335.00 $10,680.00 250 $2,000.00 1085.00 $8,680.00 132A FOOT WATER SERVICE LINE,2" $100.00 25.00 $2,500.00 85 $8,500.00 -60.00 -$6,000.00 133A EACH WATER VALVE ASSEMBLY $2,500.00 0.00 $0.00 1 $2,500.00 -1.00 -$2,500.00 134A EACH BACKFLOW PREVENTER(RPZ) $4,500.00 0.00 $0.00 1 $4,500.00 -1.00 -$4,500.00 135A SQ FT IRRIGATION SYSTEM $5.75 12081.90 $69,470.93 3,635 $20,901.25 8446.90 $48,569.68 136A L SUM IRRIGATION MAINTENANCE $375.00 1.00 $375.00 1 $375.00 0.00 $0.00 137A FOOT STEEL CASINGS 14" $50.00 17.00 $850.00 90 $4,500.00 -73.00 -$3,650.00 138A EACH DUST CONTROL-MECHANICAL SWEEPING $275.00 2.00 $550.00 5 $1,375.00 -3.00 -$825.00 139A UNIT DUST CONTROL-WATERING WITH CALCIUM CHLORIDE $0.01 0.00 $0.00 15 $0.15 -15.00 -$0.15 140A UNIT NIGHT WORK $2,800.00 3.00 $8,400.00 5 $14,000.00 -2.00 -$5,600.00 141A EACH LIGHT POLE AND FOUNDATION REMOVAL $525.00 10.00 $5,250.00 $0.00 10.00 $5,250.00 10 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity • No. Final Quantity Date Quantity Cost Variance Cost Variance ALTERNATE B-Center Street from Kimball St to Dundee Ave. 1B EACH TREE PROTECTION $100.00 0.00 $0.00 7 $700.00 -7.00 -$700.00 2B EACH TREE ROOT PRUNING $75.00 0.00 $0.00 7 $525.00 -7.00 -$525.00 38 CU YD EARTH EXCAVATION $35.00 952.90 $33,351.50 961 $33,635.00 -8.10 -$283.50 4B CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL $40.00 210.40 $8,416.00 106 $4,240.00 104.40 $4,176.00 58 CU YD POROUS GRANULAR EMBANKMENT,SUBGRADE $35.61 210.40 $7,492.34 27 $961.47 183.40 $6,530.87 6B FOOT EXPLORATION TRENCH 72"DEPTH $40.00 0.00 $0.00 100 $4,000.00 -100.00 -$4,000.00 7B EACH INLET FILTERS $80.00 4.00 $320.00 17 $1,360.00 -13.00 -$1,040.00 8B SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 4" $7.50 1081.90 $8,114.25 1,470 $11,025.00 -388.10 -$2,910.75 9B SQ YD SUB-BASE GRANULAR MATERIAL,TYPE B 6" $7.85 1619.20 $12,710.72 935 $7,339.75 684.20 $5,370.97 10B SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 8" $47.00 11.00 $517.00 18 $846.00 -7.00 -$329.00 11B SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" $48.00 156.70 $7,521.60 828 $39,744.00 -671.30 -$32,222.40 12B SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $65.00 98 BASE COURSE 9" 905.00 $58,825.00 $6,370.00 807.00 $52,455.00 13B SQ FT PC CONCRETE UNDERLAYMENT 5" $4.80 5000.40 $24,001.92 5,228 $25,094.40 -227.60 -$1,092.48 14B GALLON BITUMINOUS MATERIALS(PRIME COAT) $1.00 234.00 $234.00 229 $229.00 5.00 $5.00 15B TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0,N50 $68.00 174.01 $11,832.68 193 $13,124.00 -18.99 -$1,291.32 16B TON HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 $78.00 179.91 $14,032.98 171 $13,338.00 8.91 $694.98 17B TON INCIDENTAL HOT-MIX ASPHALT SURFACING $275.00 15.15 $4,166.25 25 $6,875.00 -9.85 -$2,708.75 186 SQ YD HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE $303.59 40 PAVEMENT 13 INCH(BUFF COLOR) 26.00 $7,893.34 $12,143.60 -14.00 -$4,250.26 196 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT,8 $66.94 150 INCH(BUFF COLOR) 91.90 $6,151.79 $10,041.00 -58.10 -$3,889.21 20B SQ YD PROTECTIVE COAT $0.05 361.80 $18.09 2,430 $121.50 -2068.20 -$103.41 21B SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $6.75 0.00 $0.00 100 $675.00 -100.00 -$675.00 22B SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH(BUFF $6 95 7,946 COLOR) 6833.30 $47,491.44 $55,224.70 -1112.70 -$7,733.27 23B SQ YD PAVEMENT REMOVAL $16.00 1503.40 $24,054.40 1,438 $23,008.00 65.40 $1,046.40 24B SQ YD HOT-MIX ASPHALT SURFACE REMOVAL,4 1/4" $3.40 417.80 $1,420.52 701 $2,383.40 -283.20 -$962.88 25B SQ YD DRIVEWAY PAVEMENT REMOVAL $11.25 103.80 $1,167.75 91 $1,023.75 12.80 $144.00 26B FOOT COMBINATION CURB AND GUTTER REMOVAL $8.85 1097.70 $9,714.65 1,312 $11,611.20 -214.30 -$1,896.56 27B SQ FT SIDEWALK REMOVAL $4.15 4522.00 $18,766.30 791 $3,282.65 3731.00 $15,483.65 28B CU YD CONCRETE REMOVAL $500.00 2.44 $1,220.00 8 $4,000.00 -5.56 -$2,780.00 29B FOOT SEWER-REINFORCED CONCRETE PIPE(RCCP)-12" $100.00 0.00 $0.00 33 $3,300.00 -33.00 -$3,300.00 30B EACH FOUNDATION CORING-3"DIAMETER OR LESS $250.00 0.00 $0.00 5 $1,250.00 -5.00 -$1,250.00 31B FOOT STORM SEWER REMOVAL 15" $20.00 0.00 $0.00 17 $340.00 -17.00 -$340.00 328 EACH FIRE HYDRANTS TO BE ADJUSTED $900.00 0.00 $0.00 1 $900.00 -1.00 -$900.00 33B EACH BUFFALO BOX REMOVAL $100.00 4.00 $400.00 2 $200.00 2.00 $200.00 34B FOOT PIPE UNDERDRAINS 4" $8.00 0.00 $0.00 1,321 $10,568.00 -1321.00 -$10,568.00 35B EACH CATCH BASINS,TYPE A,4'-DIAMETER,TYPE 8 GRATE $2,900.00 0.00 $0.00 1 $2,900.00 -1.00 -$2,900.00 11 - Item Total Cost to Plan Original Contract Quantity UNIT ITEM UNIT PRICE No. Final Quantity Date Quantity Cost Variance Cost Variance 36B EACH CATCH BASINS,TYPE A,4'-DIAMETER,EJIW 7010 TYPE M4 • $2,900.00 1 GRATE OR NEENAH R-3010 TYPE L 1.00 $2,900.00 $2,900.00 0.00 $0.00 37B EACH CATCH BASINS,TYPE A,5'-DIAMETER,EJIW 7010 TYPE M4 1 GRATE OR NEENAH R-3010 TYPE L 0.00 $0.00 $0.00 -1.00 $0.00 388 EACH INLET,TYPE A,EJIW 7010 TYPE M4 GRATE OR NEENAH R- $2,000.00 1 3010 TYPE L 2.00 $4,000.00 $2,000.00 1.00 $2,000.00 39B EACH NEENAH R-1712 FRAME AND LID(CLOSED)OR EJIW 1051 $300.00 1 FRAME AND LID(CLOSED) 1.00 $300.00 $300.00 _ 0.00 $0.00 40B EACH NEENAH R-3010 TYPE L GRATE OR EJIW 7010 TYPE M4 $400.00 3 GRATE 0.00 $0.00 $1,200.00 -3.00 -$1,200.00 41 B EACH CATCH BASINS TO BE ADJUSTED $300.00 0.00 $0.00 3 $900.00 -3.00 -$900.00 42B EACH MANHOLES TO BE ADJUSTED $300.00 1.00 $300.00 3 $900.00 -2.00 -$600.00 43B EACH VALVE VAULTS TO BE ADJUSTED $300.00 0.00 $0.00 6 $1,800.00 -6.00 -$1,800.00 44B EACH VALVE VAULTS TO BE REMOVED $400.00 0.00 $0.00 1 $400.00 -1.00 -$400.00 458 EACH VALVE BOXES TO BE REMOVED $100.00 0.00 $0.00 3 $300.00 -3.00 -$300.00 46B EACH FRAMES AND LIDS TO BE ADJUSTED(SPECIAL) $600.00 6.00 $3,600.00 7 $4,200.00 -1.00 -$600.00 47B EACH REMOVING CATCH BASINS $400.00 0.00 $0.00 2 $800.00 -2.00 -$800.00 48B EACH COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.18 $29.75 1302.40 $38,746.40 1,321 $39,299.75 -18.60 -$553.35 49B FOOT MOBILIZATION $19,110.85 1.00 $19,110.85 1 $19,110.85 0.00 $0.00 50B L SUM TRAFFIC CONTROL AND PROTECTION $500.00 1.0000 $500.00 1 $500.00 0.00 $0.00 51B SQ FT INFORMATIONAL SIGN FABRICATION $12.00 0.00 $0.00 10 $120.00 -10.00 -$120.00 52B SQ YD CLASS C PATCHES,9 INCH $100.00 0.00 $0.00 10 $1,000.00 -10.00 -$1,000.00 53B SQ FT SIGN PANEL-TYPE 1 $45.00 25.25 $1,136.25 64 $2,880.00 -38.75 -$1,743.75 54B EACH REMOVE SIGN PANEL ASSEMBLY-TYPE A $35.00 0.00 $0.00 5 $175.00 -5.00 -$175.00 55B SQ FT REMOVE SIGN PANEL-TYPE 1 $10.00 10.00 $100.00 24 $240.00 -14.00 -$140.00 EACH EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE $300.00 6 56B LESS THAN 2 SF(BACKPLATE AND FRAME PAINTED BLACK) 6.00 $1,800.00 $1,800.00 0.00 $0.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE EACH GREATER THAN 2 SF AND LESS THAN 4SF(BACKPLATE AND $495.00 1 57B FRAME PAINTED BLACK) 0.00 $0.00 $495.00 -1.00 -$495.00 EXTRUDED CHANNEL FRAME WITH ALUMINUM BACKPLATE EACH GREATER THAN 4 SF(BACKPLATE AND FRAME PAINTED $600.00 6 58B 3.00 $1,800.00 $3,600.00 -3.00 -$1,800.00 FOOT EPDXY PAVEMENT MARKING-LINE 4" $2.50 762 598 768.00 $1,920.00 $1,905.00 6.00 $15.00 60B FOOT EPDXY PAVEMENT MARKING-LINE 6" $4.00 0.00 $0.00 130 $520.00 -130.00 -$520.00 618 FOOT EPDXY PAVEMENT MARKING-LINE 24" $15.00 42.00 $630.00 42 $630.00 0.00 $0.00 62B SQ FT PAVEMENT MARKING REMOVAL $3.00 0.00 $0.00 345 $1,035.00 -345.00 -$1,035.00 63B FOOT CONDUIT IN TRENCH,2"DIA.,GALVANIZED STEEL $9.00 0.00 $0.00 24 $216.00 -24.00 -$216.00 64B FOOT CONDUIT IN TRENCH,3/4"DIA.,COILABLE NONMETALLIC $2.30 0.00 $0.00 40 $92.00 -40.00 -$92.00 65B FOOT CONDUIT IN TRENCH,2"DIA.,COILABLE NONMETALLIC $3.80 245.00 $931.00 800 $3,040.00 -555.00 -$2,109.00 66B EACH HANDHOLE TO BE ADJUSTED $900.00 0.00 $0.00 3 $2,700.00 -3.00 -$2,700.00 12 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance 67B FOOT LECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $0 70 2,700 10 257.00 $179.90 $1,890.00 -2443.00 -$1,710.10 68B FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $0.90 257.00 $231.30 2,600 $2,340.00 -2343.00 -$2,108.70 B9B FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW) 1/C NO. $1.20 514.00 $616.80 2,100 $2,520.00 -1586.00 -$1,903.20 70B FOOT ELECTRIC CABLE IN CONDUIT,600V(EPR-TYPE RHW)1/C NO. $1.60 514.00 $822.40 2,500 $4,000.00 -1986.00 -$3,177.60 71B FOOT TRENCH AND BACKFILL FOR ELECTRICAL WORK $4.00 236.00 $944.00 864 $3,456.00 -628.00 -$2,512.00 72B FOOT LIGHT POLE FOUNDATION,24"DIAMETER $142.00 10.00 $1,420.00 10 $1,420.00 0.00 $0.00 73B EACH CIRCUIT BREAKER, 1 POLE,20 AMP,IN EXISTING LIGHTING $150.00 $0.00 1 $150.00 -1.00 -$150.00 74B EACH DRILL EXISTING HANDHOLE $160.00 1.00 $160.00 2 $320.00 -1.00 -$160.00 75B FOOT DETECTOR LOOP,TYPE I $17.75 134.00 $2,378.50 388 $6,887.00 -254.00 -$4,508.50 76B EACH REMOVE EXISTING LIGHTING SYSTEM $2,425.00 1.00 $2,425.00 1 $2,425.00 0.00 $0.00 77B EACH RELOCATE EXISTING PEDESTRIAN LIGHT POLE $1,330.00 3.00 $3,990.00 2 $2,660.00 1.00 $1,330.00 78B EACH PAINT STREET LIGHT POLE WITH SINGLE LIGHT FIXTURE(14' $385.00 3.00 $1,155.00 15 $5,775.00 -12.00 -$4,620.00 79B CU YD ENGINEERED SOIL $139.00 271.20 $37,696.80 245 $34,055.00 26.20 $3,641.80 80B CU YD PLANTING SOIL MIX $45.00 172.20 $7,749.00 125 $5,625.00 47.20 $2,124.00 81B SQ YD SHREDDED HARDWOOD MULCH,3" $3.75 157.30 $589.88 165 $618.75 -7.70 -$28.88 82B EACH ACER FREEMANII'DTR 102' $260.00 13.00 $3,380.00 14 $3,640.00 -1.00 -$260.00 83B EACH TILIAAMERICANA'REDMOND' $275.00 7.00 $1,925.00 7 $1,925.00 0.00 $0.00 84B EACH ULMUS JXW'MORTON GLOSSY' $380.00 3.00 $1,140.00 3 $1,140.00 0.00 $0.00 858 EACH AMELANCHIER GRANDIFLORA'FOREST PRINCE' $317.00 5.00 $1,585.00 5 $1,585.00 0.00 $0.00 86B EACH PYRUS CALLERYANAX BETULIFOLIA'EDGEDELL' $378.00 4.00 $1,512.00 4 $1,512.00 0.00 $0.00 87B EACH SYRINGA RETICULATA'IVORY SILK' $325.00 5.00 $1,625.00 5 $1,625.00 0.00 $0.00 88B EACH ARONIA MELANOCARPA'IROQUOIS BEAUTY' $50.00 15.00 $750.00 15 $750.00 0.00 $0.00 89B EACH MISCANTHUS SINENSIS'LITTLE KITTEN' $13.00 65.00 $845.00 65 $845.00 0.00 $0.00 90B EACH ECHINACEA'TIKI TORCH' $13.00 20.00 $260.00 20 $260.00 0.00 $0.00 91B EACH HEMEROCALLIS'STRAWBERRY CANDY' $10.00 20.00 $200.00 20 $200.00 0.00 $0.00 92B EACH SALVIA NEMOROSA'MAY NIGHT' $9.00 30.00 $270.00 30 $270.00 0.00 $0.00 93B EACH ALLIUM AFLUTANENSE'PURPLE SENSATION' $1.75 195.00 $341.25 195 $341.25 0.00 $0.00 94B EACH NARCISSUS'FORTISSIMO' $2.00 90.00 $180.00 90 $180.00 0.00 $0.00 95B SQ FT UNIT PAVERS,CLAY $5.00 6044.40 $30,222.00 5,325 $26,625.00 719.40 $3,597.00 96B SQ FT UNIT PAVERS,CLAY CROSSWALK $6.75 923.60 $6,234.30 880 $5,940.00 43.60 $294.30 97B SQ FT UNIT PAVERS,TRUNCATED DOME $10.00 57.00 $570.00 48 $480.00 9.00 $90.00 98B FOOT CONCRETE PLANTER CURB $33.35 190.00 $6,336.50 190 $6,336.50 0.00 $0.00 99B FOOT ORNAMENTAL METAL FENCE, 18"HT. $91.26 193.50 $17,658.81 190 $17,339.40 3.50 $319.41 100B EACH PAVER GRATE $2,613.94 29.00 $75,804.26 30 $78,418.20 -1.00 -$2,613.94 101E EACH TRASH RECEPTACLES $1,987.74 2.00 $3,975.48 2 $3,975.48 0.00 $0.00 102E EACH RECYCLING RECEPTACLES $1,987.74 2.00 $3,975.48 2 $3,975.48 0.00 $0.00 103B FOOT 2"PVC MAINLINE IRRIGATION PIPE $8.00 649.00 $5,192.00 100 $800.00 549.00 $4,392.00 104E FOOT WATER SERVICE LINE,2" $100.00 0.00 $0.00 50 $5,000.00 -50.00 -$5,000.00 105E EACH WATER VALVE ASSEMBLY $2,500.00 1.00 $2,500.00 1 $2,500.00 0.00 $0.00 13 Item UNIT ITEM UNIT PRICE Total Cost to Plan Original Contract Quantity No. Final Quantity Date Quantity Cost Variance Cost Variance • 106E EACH BACKFLOW PREVENTER(RPZ) $4,500.00 1.00 $4,500.00 1 $4,500.00 0.00 $0.00 107E SQ FT IRRIGATION SYSTEM $6.17 1405.00 $8,668.85 1,410 $8,699.70 -5.00 -$30.85 108E L SUM IRRIGATION MAINTENANCE $275.00 1.00 $275.00 1 $275.00 0.00 $0.00 109E EACH INFORMATION KIOSK $11,300.00 1.00 $11,300.00 1 $11,300.00 0.00 $0.00 110B EACH DUST CONTROL-MECHANICAL SWEEPING $275.00 2.00 $550.00 10 $2,750.00 -8.00 -$2,200.00 111 B UNIT DUST CONTROL-WATERING WITH CALCIUM CHLORIDE $1.00 0.00 $0.00 50 $50.00 -50.00 -$50.00 $4,273,541.44 -$19,982.29 ORIGINAL CONTRACT VALUE: $4,273,541.44 Extra Work Items 1. Emergency repair of SW vaults in front of 7/9 State Street. $32,913.53 a. Initial examination of Vault $1,838.43 b. Sidewalk removal,debris removal,filling, sidewalk replacement,C&G $29,994.44 c. Pavement restoration adjacent to vaults $1,080.66 2. Additional pavement reconstruction on Highland Avenue $95,080.63 a. PCC pavement,9" -$50,764.00 b. HES PCC Pavement 9" $116,795.70 c. Sub-base Granular material,6" $29,048.93 3. New light poles on Dexter Court $45,600.00 a. Additional new light poles on Dexter Court(10 poles) $58,900.00 b. Elimination of removing and re-setting existing light poles on Dexter Court -$13,300.00 TOTAL EXTRA WORK ITEMS $173,594.16 $173,594.16 ADJUSTMENT TO CONTRACT PAY ITEMS -$19,982.29 FINAL CONTRACT VALUE $4,427,153.31 14 E LG I N THE CITY IN THE SUBURBS- 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)