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320006 12/21/2017 CITY OF CARMEL, INDIANA VENDOR: T0002120 ONE CIVIC SQUARE E& B PAVING INC CHECK AMOUNT: $***223,931.72* CARMEL, INDIANA 46032 12600'STATE ROAD 38 E CHECK NUMBER: 320006 NOBLESVILLEIN 46060 CHECK DATE: 12/21/17 t ETON DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 202 4350200 100387 6 223,931.72 STREET PAVING VOUCHER NO. WARRANT NO. Prescribed by State Board of Accounts City Form No.201(Rev.1995) Vendor# T0002120 ALLOWED 20 ACCOUNTS PAYABLE VOUCHER E & B PAVING INC IN SUM OF$ CITY OF CARMEL 12600 STATE ROAD 38 E An invoice or bill to be properly itemized must show:kind of service,where performed,dates service rendered,by whom,rates per day,number of hours,rate per hour,number of units,price per unit,etc. NOBLESVILLE, IN 46060 Payee $223,931.72 ON ACCOUNT OF APPROPRIATION FOR . Purchase Order# Engineering Terms Date Due PO# ACCT# DATE INVOICE# DESCRIPTION DEPT# INVOICE# Fund# AMOUNT Board Members DEPT# FUND# (or note attached invoice(s)or bill(s)) AMOUNT 100387 6 43-502.00 $223,931.72 1 hereby certify that the attached invoice(s),or 11/30/17 6 Street Department Paving 2017 $223,931.72 2200 202 2200 202 bill(s)is(are)true and correct and that the materials or services itemized thereon for which charge is made were ordered and received except Tuesday, December 12,2017 Jeremy Kashman Director I hereby certify that the attached invoice(s),or bill(s),is(are)true and correct and I have audited same in accordance with IC 5-11-10-1.6 ,20 Cost distribution ledger classification if claim paid motor vehicle highway fund. Clerk-Treasurer F P.o, 1 C)0-6 CARMEL RESURFACE 2017 E&B MvING;Inc u:NCTs-.:�=am:wa rx,at f<a.a- Invoice# 6 Owner Contractor Invoice Date:;:11/30/2017 CITY OF CARMEL E&B Paving,Inc. Dates Submitted:ll/1/2017-11/30/2017 3400 W 131ST STREET 286 W.300 North Contract#02173578 CARMEL,IN 46074 Anderson,IN 46012 CARMEL RESURFACE 2017 Job:02173578 Pay Description Contract Unit Unit Price Contract Previous Current Quantities Current Amount Item Quantities Amount Quantities Quantities to Date Amount to Date 1 AET OR AE 150 TAC 20596 GAL $ 2.98 $ 61,376.08 3326.77 3326.77 $ $ 9,913.77 . , -2 9.5 TYPE B SURFACE 29857 TON $ 6300 $ 1,88,0,991.00 27570.79 2757079 $ $ 1736,959.77 3 TYPE'C SURFACE 8214 TON $ .68.46 $ 562,330.44 5805.15 5805.15 $ - $ 397,420.57 4 FIBER ADDITIVE FOR.7119 TONS OF TYPE C SURFACE 7119 TON $ 13.00 $ 92,547:00 0 0 $ _ $ 5 BAD,SPOTS CUT/REMOVED(PLUNGE MILLING 6"DEPTH) 1000 SQ. $ 45.00 $ 45,000.00 88.46 88.46 $ $ 3,980.70 6 MILLING/PERIM.ETER;MILLING 407519 SYS $ 1.02 $ 415,669.38 37799512 377995.12 $ $ 385,555.02 7 BLUE REFLECTORS 230 EA. $ 40.00 $ 9;200.00 0 0 $ _ $ 9 8"SOLID YELLOW 90 L.F. $ 5.00 $ 450.00 p 0 $ _ $ 10 4"SOLID YELLOW:&4"SKIP YELLOW 1685 LF. $ 0.65 $ 1;095.25 18735 18735 $ $ 12,177.75 11 12"YELLOW CROSSHATCH 165 LF. $ 3.50 $ 577.50 0 0 $ _ $ 12 4"SOLID/BROKEN WHITE LINE 18050 LF. $ '0:65 $ 11,732.50 14551 14551 $ - $ 9,458.15 14 SHARKTEETH 49 EA. $ 25.00 $ 1,225:00. 58 58 $ - $ 1,450.00 16 6"WHITE CROSSWALK -239 L.F. $ 3.00 $ 717.00 205 205 $ - $ 615.00 17 24"WHITE STOPBARS 2202 L.F. $ 7.00 $ 15,414.00 1444 831 2275 $ 5,817.00 $ 15,925.00 18 LANE:INDICATOR ARROWS 9 EA. $ 125.00 $ 1,125.00 5 5 $ - $ 625.00 19 'bNLY'S" 4 EA. $ 150.60 $ 600.00 4 4 $ $ 600.OD 20 24:'WHI7E;PIANO KEYS 550 L.F. $ 7.00 $ 3,850.00 •90 90 $ - $ 630.00 21 ROUNDABOUT ARROWS 6 EA. $ 300.00 $ 1,800.00 0 0 $ _ $ 26 8"YELLOW CROSSHATCH 25 LF. $ 5.00 $ 125.00 166 166 $ $ 830.00 30 COMBINATION ARROW 2 EA. $ 175:00 $ 350..0.0 2 2 $' - $ 350.00 31 4"X2'WHITE DASH 42 LF. $ 20.00 $ 840.00 28 28 $ $ 560.00 33 8"X 24"WHITE DASH 26 LF $ 25.00 $ 50000 10 10 $ - $ 250.00 34. 4"'WHITE PARKING"T' 20 LF. $ 10.00 $ 200.00 0 0 $ $ 40 COMPACTED AGGREGATE BASE53 ON STREET PANEL BASE 650 TON $ 42.00 $ 27,300:00 263.54 493.01 756.55 $ 20,706.42 $ 31,775.10 44 CONCRETE CURB REPLACEMENT(ROLL CURB) 10000 L.F. $ 52.00 $ 520,000.00 16226 1302 17528 $ 67,704.00 $ 911,456.00 45 CHAIRBACK CURB 1000 LF. $ 55.00 $ 55,000.00 1903 145 2048 $ 7,975.00 $ 112,640.00 46STREET PANELS 4400 SQ. $ 58.00 $ 255,200.00 847.9 2006.6 2854.5 $ 116,382.80 $ 165,561.00 49 ADA RAMP 75 EA. $ 700.00 $ 52,500.00 136 136 $ $ 95,200.00 50 4'WIDE SIDEWALK 1000 LFT $ 27.00 $ 27,000:00 2137 2137 $ $ 57,699.00 60.00 $ 6;000.00 p p $ - $ 51 GREATER THAN 4'WIDE SIDEWALK 100 SQ. $ 52 CO#1-CONCRETE CURB AND GUTTER 420 LFT $ 65.10 $ 27,342.00 420 312.8 732.8 $ 20,363.28 $ 47,705.28 53 CO-#1-4"CONCRETE MEDIAN 164 LFT $ 38.50 $ 6,314.00 164 164 $ - $ 6,314.00 54 CO#1-MAINTENANCE OF TRAFFIC FOR CLAY TERRACE 1 LS $ 3,300.00 $ 3;300.00 1 1 $ $ 3,300.00 55 CO#3-JASON ST REPAIRS 1 LS $� 24,660:04 $ 24,660.04 1 1 $ $ 24,660.04 57 56 CO#3-REVISED RPM'S 248` EA. $ 66.21 $ 16,42p:08 0 248 248 $ 16,420.08 $ 16,420.08 Totals: $ 4,050,715.15 $ 255,368.58 $ 4,050,031.24 Original Contract Amount $ 4,050,715.15 Change Order Amount $ 78,036.12 Total Contract $ 4,128,751.27 Approved By:. Work Completed to Date $ 3,905,526.41 Stored Material $ _ Dave Huffman Total Complete/Stored/Pendin€ $ 3,905,526.41 Less Retainage $ 390,552.64 Approved By: Total(Less Retainage) $ 3,514,973.77 Steve Broermann Adjustments $ Less Previously Paid $ 3,285,142.05 Amount Due This Request $ 229,831.72