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Home My WebLink About300041 07/12/16 .y ot_4�q� CITY OF CARMEL, INDIANA VENDOR: 0342 99 l ® ONE CIVIC SQUARE CALUMET CIVIL CONTRACTORS CHECK AMOUNT: $***125,378.60* ��. ,. CARMEL, INDIANA 46032 4898 F ELDSTONE DRIVE CHECK NUMBER: 300041 9M��r6s i�:r' WHITE TOWN IN 46075 CHECK DA'L'E: 07/12/16 DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 250 4350900 33677 16104 125,378.60 NEIGHBORHOOD IMPROVEM VOUCHER NO. WARRANT NO. Prescribed by State Board of Accounts City Form No.201 (Rev.1995) ALLOWED 20 ACCOUNTS PAYABLE VOUCHER CALUMET CIVIL CONTRACTORS 4898 FIELDSTONE DRIVE IN SUM OF$ CITY OF CARMEL An invoice or bill to be properly itemized must show:kind of service,where performed,dates service W H ITESTOW N, IN 46075 rendered,by whom,rates per day,number of hours,rate per hour,number of units,price per unit,etc. $125,378.60 Payee 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 33677 16104 43-509.00 $125,378.60 1 hereby certify that the attached invoice(s),or 6/15/16 16104 Auman and Newark improvements� $125,378.60 2200 250 2200 250 Construction bill(s)is(are)true and correct and that the P i materials or services itemized thereon for O. b -1-- G`rn off- which charge is made were ordere an ti 256 - (zy350C1 received except el Tuesday, July 05,2016 I hereby certify that the attached invoice(s),or bill(s), is(are)true and correct and I have audited same in accordance with IC 5-11-10-1.6 20 Cost distribution ledger classification if claim paid motor vehicle highway fund. Clerk-Treasurer IM7MM Invoice No 16104 Calumet Civil Contractors, Inc 4i. 4898 Fieldstone Drive page 1 Whitestown, IN 46075 B 1 CITY OF CARMEL 15087 L B` AUMAN NEWARK IMPROVEMENTS OSWEGO RD AND WINONA DRIVE T' N, CARMEL, IN Q' Invoice Date Invoice No Customer No Payrn nt Terms Contract No 06/15/16 16104 CAR003 10TH OF NEXT MONTH Unit Extended Quantity Description Price Price PROGRESS. ESTIMATE #1 125,378. 60 PER THE ATTACHED DETAIL RETAINAGE 10% 12,537.86 2-190 rr2 y3 5 o g o 0 use. enc. F O:V 2223?n2 JUN 2076 CARMELCU 1-4 le lei®L 68 L9V,:& Gross Reainage Tax Net Amount 125,378.60 12,537.86 .00 112,840.74 J' Project No.: Estimate:001 Req. No.: Contractor: Calumet Civil Contractors, Inc. Estimate Time Period: P.O. No.: 5-20-2016 to 6-15-2016 Partial X Final Line Description Unit Unit($) Bid Quantity CO QTY Revised Plan QTY this Amount this QTY to Date: Total Amount to Item I QTY Estimate: Estimate: Date: 1 I Mobilization and Demobilization LSUM $ 20,200.00 1.00 - 1.00 1.00 $ 20,200.00 1.00 $ 20,200.00 2 Construction Engineering LSUM $ 15,000.00 1.00 - 1.00 1.00 $ 15,000.00 1.00 $ 15,000.00 3 Clearing of Right-of-Way LSUM $ 39,500.00 1.00 - 1.00 1.00 $ 39,500.00 1.00 $ 39,500:00 4 IStorm Sewer Pipe,12"class III RCP LFT $ 37.00 982.00 - 982.00 4.00 $ 148.00 4.00 $ 148.00 5 Storm Sewer Pipe,15"class III RCP LFT $ 40.00 178.00 - 178.00 - $ - - $ - 6 Storm Sewer Pipe,18"class III RCP LFT $ 44.00 281.00 - 281.00 - $ - - $ - 7 Storm Sewer Pipe,24"class III RCP LFT $ 56.00 521.00 - 521.00 294.00 $ 16,464.00 294.00 $ 16,464.00 8 Draintile,PVC Undistributed LFT $ 21.00 100.00 - 100.00 - $ - - $ - 9 Adjust casting to Grade EACH $ 750.00 6.00 - 6.00 - $ - - $ - 10 Manhole D-7 EACH $ 2,800.00 1.00 - 1.00 - $ - $ - 11 Manhole E-4 EACH $ 3,600.00 1.00 - 1.00 1.00 $ 3,600.00 1.00 $ 3,600.00 12 Manhole C-7 EACH $ 2,200.00 16.00 - 16,00 1.00 $ 2,200.00 1.00 $ 2,200.00 13 Manhole C-10 EACH $ 2,400.00 1.00 - 1.00 - $ - $ - 14 Manhole C-4 EACH $ 2,200.00 5.00 5.00 3.00 $ 6,600.00 3.00 $ 6,600.00 15 Pipe Catch Basin,18" EACH $ 1,300.00 1.00 - 1.00 - $ - - $ - 16 Inlet E-7 EACH $ 1,400.00 3.00 3.00 - $ - - $ - 17 Inlet J-10 EACH $ 2,200.00 15.00 - 15.00 - $ - - $ - 18 Inlet F-7 EACH $ 1,800.00 4.00 - 4.00 1.00 $ 1,800.00 1.00 $ 1,800.00 19 1 PCC Base for Patching,8" SYS $ 60.00 88.00 - 88.00 - $ - - $ - 20 Class A Concrete for Structures CYD I $ 750.00 6.00 6.00 1 2.00 1 $ 1,500.00 1 2.00 1 $ 1,500.00 Project No.: Estimate:001 Req. No.: Contractor: Calumet Civil Contractors, Inc. Estimate Time Period: P.O. No.: 0 5-20-2016 to 6-15-2016 Partial X Final Line Description Unit Unit($) Bid Quantity CO QTY Revised Plan QTY this Amount this QTY to Date: Total Amount to Item QTY Estimate: Estimate: Date: 21 Curb Ramps incl.truncated domes SYD $ 280.00 30.00 - 30.00 - $ - $ - 22 4"Concrete Sidewalk SYD $ 55.00 866.00 - 1 866.00 - $ - $ - 23 Concrete Curb LFT $ 40.00 956.00 - 956.00 - $ - - $ - 24 PCCP for approaches,6" SYD $ 75.00 635.00 - 635.00 - $ - - $ - 25 1 Linear Grading,incl.Topsoil LFT $ 18.00 2,025.00 - 2,025.00 - $ - $ - Unsuitable Materials Remove/Replace 26 (Undistributed) CYD $ 50.00 100.00 - 100.00 - $ $ - 27 Structural Backfill or compacted Agg.No.53 CYD $ 26.00 698.00 - 698.00 - $ - $ - 28 Structural Backfill 3.No.11 or 12 CYD $ 62.00 337.00 - 1 337.00 98.30 $ 6,094.60 98.30 $ 6,094.60 29 Structural Backfill 4.Flow able CYD $ 96.00 32.00 - 32.00 - $ - - $ - 30 HMA Surface,A,for Road Patching TON $ 500.00 7.00 - 7.00 - $ - $ - 31 iTack Coat SYS $ 3.00 88.00 - 88.00 - $ - - $ - Water Service Line Replacement,all sizes,incl. 32 fittin s LFT $ 26.00 330.00 - 330.00 - $ - - $ - 33 Relocate Water Meter EACH $ 300.00 20.00 - 20.00 2.00 $ 600.00 2.00 $ 600.00 34 Maintenance of Traffic LSUM 1 $ 12,344.00 1.00 - 1.00 0.50 $ 6,172.00 0.50 $ 6,172.00 35 Construction fencin ,Undistributed LFT $ 18.00 100.00 - 100.00 - $ $ - 36 Ditch Inlet Protection EACH $ 71.00 29.00 - 29.00 - $ - $ - 37 Straw Bale Ditch Check EACH $ 190.00 6.00 - 6.00 - $ $ - 38 Existing Tree Protection/trimming LSUM $ 4,000.00 1.00 - 1.00 0.50 $ 2,000.00 0.50 $ 2,000.00 39 Protection of Utilities LSUM $ 7,500.00 1.00 - 1.00 - $ - - $ - 40 1 Nursery Sodding for Lawns I SYD 1 $ 5.00 1 1,733.00 1 - 1,733.00 1 $ - - $ Project No.: Estimate:001 Req. No.: Contractor: Calumet Civil Contractors, Inc. Estimate Time Period: P.O. No.: 0 5-20-2016 to 6-15-2016 Partial X Final Line Revised Plan QTY this Amount this Total Amount to Description Unit Unit($) Bid Quantity CO QTY QTY to Date: Item QTY Estimate: Estimate: Date: 41 Water SLUM $ 700.00 1.00 - 1.00 - $ - - $ - 42 Si ns,Reset/Relocate EACH $ 250.00 4.00 - 4.00 - $ - $ ' - 43 mailbox,reset/Relocate EACH $ 200.00 19.00 - 19.00 - $ - $ 24"thermoplastic Lane,White,for Stop bars 44 and Crosswalks LFT $ 25.00 72.00 - 72.00 - $ $ - 45 QC testing/Videotaping LSUM $ 9,850.00 1.00 - 1.00 - $ - - $ 46 fSanitary Lateral Replacement Undistributed EACH $ 380.00. 20.00 - 20.00 - $ $ - 47 Sanitary Connection Replacement Undistrib) EACH $ 800.00 10.00 - 10.00 - $ - - $ - 48 Televising Sanitary and Laterals EACH $ 3,500.00 1 1.00 1.00 1.00 $ 3,500.00 1.00 $ 3,500.00 Contractor's Affidavit:I herby certify that all previous progress Actual Value of Work:Payments received have been applied to Actual Value of Work: $ 125,378.60 $ 125,378.60 discharge in full all of my obligations for prior progress payment Less Retainage: $ 12,537.86 $ 12,537.86 applications. Less Previous Est.: CA)� ""I QOM"+��/j�-- Amount Due: 112,840.74 $ $ 112,840.74 Requested By: Date: Bid Amount: $ 594,335.00 Current Contract Amount: $594,335.00 thru Change Order No.: 0 Approved by: Date: Percent Complete: 21.10% Accepted By: Date: