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HomeMy WebLinkAbout321249 01/25/2018 „ �• CITY OF CARMEL, INDIANA VENDOR: T0002120 ONE CIVIC SQUARE E&B PAVING INC CHECK AMOUNT: S”"627,684.67" CARMEL, INDIANA 46032 12600 STATE ROAD 38 E CHECK NUMBER: 321249 NOBLESVILLE IN 46060 CHECK DATE: 01/25/18 DEPARTMENT ACCOUNT_ PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 202 R4350200 100367 7 201,003.39 STREET PAVING 202 4350200 8 250,903.39 STREET REPAVING 202 R4350200 100387 8 175,777.89 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 $376,781.28 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 7 43-502.00 $201,003.39 1 hereby certify that the attached invoice(s),or 12/31/17 7 Street Department Paving 2017 $201,003.39 2200 Encumbered 202 Prior Year 2200 202 bill(s)is(are)true and correct and that the 100387 I 8 43-502.00 $175,777.89 1/18/18 8 Street Department Paving 2017 $175,777.89 2200 E.rcumbered 202 materials or services itemized thereon for 2200 1 202 which charge is made were ordered and received except Tuesday,January 23,2018 Jeremy Kashman Director I hereby certify that the attached invoice(s),or bill(s),is(are)true and correct and I have audited same in accordance with IC 5-11-10-1.6 ,20 Cost distribution ledger classification if claim paid motor vehicle highway fund. Clerk-Treasurer VOUCHER NO. WARRANT NO. Prescribed by State Hoard of Accounts City Form No.201(Rev.1995) ALLOWED 20 ACCOUNTS PAYABLE VOUCHER Vendor# T0002120 E &B PAVING INC IN SUM OF$ CITY OF CARMEL 12600 STATE ROAD 38 E An invoice or bill to be property 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 $250,903.39 Purchase Order# ON ACCOUNT OF APPROPRIATION FOR Terms Engineering Date Due PO# ACCT# DATE INVOICE# DESCRIPTION DEPT# INVOICE# Fund# AMOUNT Board Members DEPT# FUND# (or note attached invoice(s)or bill(s)) AMOUNT 8 43-502.00 $250,903.39 1 hereby certify that the attached invoice(s),or 1/18/18 8 Remaining balance of Retainage Release 8 $250,903.39 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,January 23,2018 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— Clerk-Treasurer 20Clerk-Treasurer 1 0033 5,��� . 89 CARMEL RESURFACE 2017 2o2- y3502oC E&S PAVINQjnc 2O 250 4a3. 3q LI.,e 202- r �. .3 � �-t3Sb200 Invoice# 8-RETAINAGE RELEASE Owner Contractor Invoice Date:41/18/2018 CITY OF CARMEL E&B Paving,Inc. Dates Submitted:RELEASE RETAINAGE 3400.W 131ST STREET 286 W.300 North Contract,#'02173578 CARMEL,.IN 46074 Anderson,IN 46012 CARMEL RESURFACE 2017 Job:02173578 Pay Contract Contract Previous Current Quantities Current Amount Description Unit Unit Price Item Quantities. Amount.. Quantities Quantities to Date Amount to Date 1 AET:OR AE`150 TAC 20596 GAL $ 2.98 $ 611376:08 3326:77 3326.77 $ $ 9,913.77 2 9.5 TYPE B SURFACE 29857 TON $ 63.00 $ 1;880,991.00 27570.79 27570:79 $ - $ 1,736,959.77 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 CSURFACE 7119 TON $ 13.00 $ 92,547.00 0 0 $ - $ - S. BAD SPOTS CUT%REMOVED.(PLUNGE MILLING 6"DEPTH) 1000 SCG $ 45:00 $ 45,000:00 88.46 88.46 $ $ 3,980.70, 6 MILLING/PERIMETER MILLING 407519 SYS $ 1.02 $ 415,669-38 ,377995:12 377995.12 $ - $ 385,555.02 7 BLUE REFLECTORS 230 EA. $ 40.00 $ 9,200.06 0 0 - 9 8"SOLID YELLOW 90 L.F. $ 5,00 $ 450.00 0 0 $ - $ 10 V'S000YELLOW-&4."SKIP YELLOW 1685 LF. $ 0.65 $ 1,095.25 18735 18735 $ $ 12,177.75 11 12"YELLOW CROSSHATCH 165 L.F. $ 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 SHARK TEETH 49 EA. $ 25.00 $ 1,22S100 58 58 $ $ 1;450.00 16 6"WHITE CROSSWALK 239 L.F. $ 3.00 $ 717.00 205 205 $ $ 615.00 17 24"WHITESTOPBARS 2202 L.F. $ 7.00 $ 15,414.00 2275 - 2275 $ $ 15,925.00 18 LANE INDICATOR ARROWS 9. EA. $ 125.00 $ 1,125.00 5 5 $ $ 625.00 19 ,.ONLY'S" 4 EA: $ 150.00' $ 600.00 4 4 $ $ 600.00 20 24"WHITE PIANO KEYS, 550 L.F. $ 7.00' $ 3,850:.00 90 90 $ $ 630.00 21 ROUNDABOUTARkbWs 6 EA. $ 300;00' $ 1,800;00 0 0 $ - $ 26 8"YELLOWCROSSHATCH 25' L.F. $ 5.00 $ 125.00` 166, 466 $ - $ 830.00 30: COMBINATION ARROW 2' EA. $ 175.00 $ 35.0.00 2 2 $ - $ 350.00 `31 4"X2''WHITE DASH 42 L.F. $ 20.00 $ 840'.00 28' 28 $ $ 560.00 33 8"X 24•'WHITE:DASH 20 LF $ 25.00 ,$ 500.00- 10 10 $ - $ 250.00 34 4"WHITE PARKING"T" 20: L.F- $ 10.00 '$ 200.00 0 0 40 COMPACTED AGGREGATE BASE53 61N STREET PANEL BASE 650 TON $ 42.00 $ 27,300.00 1354.84 1354.84 $ $ 56,903.28 44 CONCRETE CURB REPLACEMENT(ROLL CURB) 10000 LF. $ 52.00 $ 520,000.00 18682 18682 $ $ 971,464.00 45 CHAIRBACK`CURB 1000 L.F.. $ 55.00 $ 55,000.00 2048 2048 $ $ 112,640.00 46 STREET PANELS 4400 SQ. $ 58.00 '.$ 255,200.00 .4837.7 4837.7 $ - $ 280;586,60 49 ADA RAMP 75 EA. $ 700:00 '$ 52,500.00: 138 138 $ - $ 96;600.00 50 4'WIDE SIDEWALK 1000 LFT $ 27.00 $ 27,000.00' 2137 2137 $ $ 57,699.00 51 GREATER.THAN 4`.WIDE SIDEWALK 100 SQ. $ 60.00 '$ 6;000.00 0 0 $ - $ - 5..2 CO#1-CONCRETE CURB ANb GUTTER 420 LFT $' 65:10 "$ 27,342.:00 732:8 7328.$ $ 47,705.28 53 CO>#1.-4`CONCRETE;MEDIAH 164 LFT $ 38.50 $ 6131.4:00 164 164 $ - $ 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 C0#3-JASON ST REPAIRS 1 LS_ $`24;660:04 $ 24,660.04 1 1 $ - $ 24,660.04 56 CO#3-REVISED RPM'S 248. EA. $ 66:21 :$ '16,420:08 248 248 $ - $ 16,420.08 57 CO#4-CONCRETE'WITH CALCIUM 1178 Cy $ 12.92 $ 15,219.76 .1178 1178 $ - $ 15,219.76 Totals: $ 41050,715.15 $ - $ 4,266,812.78 Original Contract Amount $ 4;050,715.15 Change Order Amount $' 9%255.88 Total Contract $ 4,143,971.03 Work Completed to Date $ 4,266,812.77 Approved By: Stored Material $ - Dave Huffman Total,Complete/Stored%PendinL $ 4,266,812.77 Less Retainage Approved By: 4 _ Total(Less Retainage) $ 4,266,812.77 Steve:Broermann Adjustments $: Less Previously Paid $ 3,840,131.50 Amount Due This Request $ 426,681:28 .9 CCCLL���II CARMEL RESURFACE 2017 E&B IPAVING.Inc P.O. 1003$ invoice.# 7 Owner Contractor Invoice Date:.12/31/2017 CITY OF CARMEL E&B.Paving,Inc. 202- - y35 0 2 0 0 Dates Submitted:12/l/2017-12/31/2,017 3400 W 131ST STREET 286 W.300 North Contract#02173578 CARMEL,IN 46674 Anderson,IN 46012 CARMEL RESURFACE 2017 Job:02173578 Sic 2=°I P a`3 e Pay Contract Contract Previous Current Quantities Current Amount Description Unit Unit Price Item Quantities Amount Quantities Quantities to Date Amount to Date 1 .AET OR AE:150 TAC 20596 GAL $ 2.98 $ 61,37.6.083326.77 3326.77' $ - $ 9,913.77 2 9.5 TYPE B SURFACE 29857 TON, $ 63.00 $ 1,880,997..00 27570.79 27570:79 $ - $ 1,736,959.77 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/PERIMETER MILLING 407519 ,SYS $ 1.02 $ 415,669.38 377095,12 371995.12 $ - $ 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 0 0 $ $ - 10 4"SOLID YELLOW&4"SKIP YELLOW 1685 L.F. $ 0.6S $ 1,095.25 18735 18735 $ - $ 12,177.75 11 12"YELLOW CROSSHATCH 165 L.F. $ 3.50 $ 577.50 0 0 $ $ 12 4"SOLID/BROKEN WHITE LINE 18050 L.F. $ 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 LF. $ 3.00 $ M.00 205 205 $ - $ 615.00 17 24"WHITE STOPBARS 2202 LF. $ 7.00 $ 15;414.00 2275 2275 $ - $ 15,925,00 18 LANE INDICATORARROWS 9 EA. $ 125'.00 $ 11125.00 5 5 $ - $ 625.00 19 "ONLY.:S" 4 EA. $ 150,00 $ 600.00 4 4. $ - $ 600.00 20 24"WHIT&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 $. 350.00 2 2 $ - $ 350.00 31 4:`X2'1rVHITE DASH 42 L.F. $ 20.00 $ 840.00 28 28 ,$ - $ 560:00 33 8"X 24"WHITE DASH 20 LF' $ 25.00 $ 500.00 10 10 $ - $ 250.00 34 4"WhIMPARKING"T" 20 L.F. $ 10.00 $ 200.00 0 0, $ - $ - 40 COMPACTED AGGREGATE BASE58 61N STREET PANEL BASE 650 TON $ 42.00 $ .27,300.00 756.55 598.29 1354.84 $ 25,128.18 $ 56;903.28 44 CONCRETE CURB REPLACEMENT(ROLL CURB) 10000 L.F. $ 52.00 $: 520,00000 17528 1154 18682 $ 60,008.00 $ 971,464.00 45 CHAIRBACK CURB 1000 L.F. $ 55.00 $ 55,000.00 2048 2048 $ - $ 112;640.00 I i 46. STREET PANELS 44.00 SQ. $ 58:00 $ 255,200.001 2854:5 1983.2 4837.7 $ 115,025.60 $ 280,586.66 49 ADA RAMP 75 EA. $: 700.00 $ 52,500.00 136 2 .138 $ 1.,400.00 $ 96,600.00 50 4'1%UIDBSIDEVi/ALK' 1000 LI=T $ :27.00 '$ 27,000:00 2137 2137 $: - $ 57,699.00' 51 GREATER'THAN 4'WIDE SIDEWALK 100- SC4 $: 60.00 $ 6,000.00 0 0 $ _ $ . = 52: CO, f1 w CONCRETE CURB AND GUTTER 420. LFT $ 65.10 $ 27,342.00 732.8, 732:8 $ - $ 47,705.28 53 CO#1 4"CONCRETE MEDIAN 164 LFT $. 38.50 $ 6,314,00: 164 164. $ - $ 6,705.28 54 CO#1-MAINTENANCE OF TRAFFIC FOR CLAY TERRACE 1 LS $: .3,300X0 $ 31300.00' $ 3,300.00 55. CO#3=JASON ST REPAIRS 1 LS $24,660.04 .$ 24,660.04 1 1 $ - $ 24,660.04 56 CO#3-_REV.ISED RRNI'S 248 EA. $ 66.21 '$ 16,420.08 248 248 $ $ 16,420.08 S7 CO:.#4-CONCRETE WITH CALCIUNt 1178 CY' $: 12,92 $ 15,219.76 1178 1178 $. 15,219.76 $ 15,219.76 Totals: $ 4,050,715:15 $ 216,781.54 :$ 4,266,81178 Original Contract Amount $ 4,050,715.15 Change Order Amount $ 93,255.88 Total Contract $ 4,143;971.03 Work Completed to Date $ 4,266,812.77 Approved By7 Stored-Material $ _ J Dave Huffman Total Complete/Stored/Pendint $ 4,266,812.77 .3' Less Retainage $ 426;681.28 ApprovedBy:' ��/(((/// .�L �c,. �"�f"fu: Total(Less Retainage) $ 3,840,131.50 Steve Broermann Adjustments $ _ Less Previously Paid $ 3,645,028.11 Amount Due This Request $ 195,103.39 + 57,100.00 1I'2o t,001. i t 3