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Home My WebLink About188261 08/03/2010 CITY OF CARMEL, INDIANA VENDOR: 034249 Page 1 of 1 1 ONE CIVIC SQUARE CALUMET CIVIC CONTRACTORS CHECK AMOUNT: $364,641.08 a CARMEL, INDIANA 46032 4898 FIELDSTONE DRIVE WHITESTOWN IN 46075 CHECK NUMBER: 188261 CHECK DATE: 8!312010 DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 202 R4462862 21798 1 364,641.08 131ST /CHERRY TREE RND CONSTRUCTION PROJECT INVOICE DATE: July 21, 2010 COMPANY NAME: Calumet Civil Contractors, Inc. AND ADDRESS 4898 Fieldstone Drive Whitestown, IN 46075 TELEPHONE NO.: (317)- 769 -1900 FAX NO.: (317)- 769 -7424 PROJECT NAME: Hazel Dell Parkway Improvements 131 St. to Cherry Creek Blvd. PROJECT NO.: 09 -01 INVOICE NO.: 1 Hazel Dell PO# 21798 0? Construction pay items as per Progress Pay Estimates No. 1 as shown on the attached invoice for work completed between the dates of June 11, 2010 to July 16, 2010. TOTAL PAY THIS ESTIMATE: $405,156.75 MIN 10% RE TAINAGE: $40, TOTAL NOW DUE: $364,641.08 Submitted by C ossRo d E ineers, PC 712412,160 Project se ative signed name I 15ate Andrew J. Wolf July 21, 2010 Project Representative printed name Date a 1 of 2 CITY OF CARMEL Hazel Dell Parkway Improvements PROJECT NO. 09 -01 PROGRESS PAY ESTIMATE NO. 01 For work done during the period of: 6111110 through 7116110 FIN Items Descnptibn� Quantity this Total Quantity r Unit 4 „Total Total Pay t ENO fr 9 P Ce a e T Estimate this Estimate to Dates S a t t0 Date rr �za c7" 1 Construction En ineerin 0.25 LS 0.25 LS 9,028.05 $2,257.01 $2,257.01 2 Mobilization and Demobilization 1.00 LS 1.60 LS 47,000.00 $47,000.00 $47,000.00 3 Clearin Riqht-of-Way 0.25 LS 0.25 LS 19,000.00 $4,750.00 $4,750.00 4 Inlet, Remove 4.00 EA 4.00 EA 250.00 $1,000.00 $1,000.00 5 Manhole, Remove 2.00 EA 2.00 EA 350.00 $700.00 $700.00 6 1 Pipe, Remove 306.00 LFT 306.00 LFT 12.00 $3 672.00 $3,672.00 7 ISiqn and Support, Remove 28.00 EA 28.00 EA 124.79 $3,494.12 $3,494.12 8 Concrete Curb, Remove 4406.00 LFT 4406.00 LFT 5.00 $22,030.00 $22,030.00 9 i Sidewalk, Remove 82.40 SYS 1 82.40 SYS 10.00 $824.00 $824.00 10 Te Curb Inlet Protection 42.00 EA 1 42.00 EA I 97.25 $4,084.50 $4,084.50 11 Ternporary Sill Fence LFT LFT 1.80 12 Temporary Concrete Washout 1.00 EA 1.00 EA 400.00 $400.00 $400.00 13 Excavation, Common 273.96 CYS 273.96 CYS 40.00 $10,958.40 $10,958.40 14 Sub rade Treatment, Type IIIA SYS SYS 7.00 15 Structure Backfll, Type 1 69.87 CYS 69.87 CYS 16.00 $1,117.84 $1,117.84 16 Compacted Aggregate, No. 53., Base 2038.76 TON 2038.76 TON 21.00 $42,813.96 $42,813.96 17 Millin Asphalt, 1" SYS SYS 3.00 18 HMA Surface, Type A TON TON 100.00 19 HMA Intermediate, Type A TON TON 75.00 20 HMA Patching, Type C TON I TON 100.00 21 lWidenlnq with HMA, Type C 2462.18 TON 2462.18 TON 64.00 $157,579.52 $157,579.52 22 HMA Wed a and Level, Type C TON TON 57.00 23 Curb Ramp, Concrete, C SYS SYS 98.00 24 Curb Ramp, Concrete, L SYS SYS I 100.00 25 Curb Ramp, Concrete, K SYS SYS 100.00 26 Sidewalk,'Concrete, 4 in. SYS SYS 35.00 27 Colored and Jointed Concrete, T' SYS SYS 110.00 28 Modified Concrete Center Curb SYS I SYS 60.00 29 Combined Concrete Curb and Gutter, Type II LFT LFT 11.00 30 Combined Concrete Curb and Gutter, Type ill 5552.00 LFT 5552.00 LFT 12.00 $66,624.00 $66,624.00 31 Modified Roll Curb LFT LFT 1 16.00 32 Barrier Curb at Truck Apron LFT LFT 14.00 33 Sodding, Nursery SYS SYS 3.35 34 Water kGAL kGAL 25.00 35 Topsail Undistributed CYS CYS 40-00 36 Pipe, Type 4, Circular, 6 in. Double Wall, Smooth LFT LFT 5.10 37 Pipe, RCP, Circular, 12 in. 238.00 LFT 238.00 LFT 35.00 $8,330.00 $8,330.00 38 Pipe, RCP, Circular, 18 in. 28.00 LFT 28.00 LFT I 45.00 $1,260.00 $1,260.00 39 Aggregate for Underdrain CYS CYS 39.75 40 Geotextiles for Underdrain SYS SYS 1.70 41 Inlet, J -10 2.00 EA 2.00 EA 1,494.21 $2,988.42 $2,988.42 42 Catch Basin, K -10 3.00 EA 3.00 EA 1,800.00 $5,400.00 $5;400.00 43 Manhole, C -4 2.00 EA 2.00 EA 2,000.00 $4,000.00 $4,000.00 44 Inlet, Remove and Reset 1.00 EA 1.00 EA 800.00 $800.00 $800.00 45 Ad'ust Castin to Grade EA EA 400.00 46 Remove and Reset Casting EA EA 501.00 47 Road Closure Sign Assembly 4.00 EA 4.00 EA 233.00 $932.00 $932.00 48 Detour Route Marker Assembly 24.00 EA 24.00 EA 62.00 $1,488.00 $1,488.00 49 Construction Sign, A 6.00 EA 6.00 EA 56.00 $336.00 $336.00 50 Concstruction Sign, B 2.00 EA 2.00 EA 10.60 $21.20 $21.20 51 lConstruction Sign, C 4.00 EA 4.00 EA 92.00 $368.00 $368.00 52 Maintaining Traffic 0.25 LS 0.25 LS 22,000.00 $5 $5,500.00 53 Barricade, III -B 172.00 LFT 172.00 LFT 6.28 $1,080.16 $1,080.16 54 Light Standard, Remove 2.00 EA 2.00 EA 373.31 $746.62 $746.62 55 Cable Duct Marker EA EA 298.23 56 Wire, No. 4 Copper in Plastic Duct, in Conduit, 4 LFT LFT 11.63 57 Wire, No. 4 Copper in 2 in. Galvenized Steel, in C LFT LFT 11.21 58 Conduit, Steel, Galvenized, 2 in. 150.00 LFT 150.00 LFT 17.34 $2,601.00 $2,601.00 59 Conduit, PVC, 4 in. LFT LFT 11.74 60 Conduit, PVC, 314 in. LFT LFT 6.03 61 Light Pole Assembly, Street EA EA 8,259.31 2 of 2 CITY OF CARMEL Hazel Dell Parkway Improvements PROJECT NO, 09 -01 PROGRESS PAY ESTIMATE NO. 01 For work done during the period of: 6/11/10 through 7116110 Item r+ A—& r Descnption z w t r Quanta .this Total Quanti t 1 S a Un3t t Total .Pa Total Pa` ty g ax y No'— s Estimate to +Date Price this Estimates to Date x iEt kt �"s..., i� .✓.+9i �'P,.:eF -vu.n 62 Service Point, II EA EA 2,497.88 63 Handhole, Lighting EA EA 898.90 64 lController Cabinet Foundation, P1, Modified EA EA 1,761.84 t68De corative oller Cabinet, P1, Modified EA EA 2,818.32 ost, Square, 1, Reinforced Anchor Base LFT LFT 18.40 Sign, Sheet, Encapsulated Lens with Le end, 0. SFT SIFT 21.47 Street Si n Assembl EA EA 2,061.13 Paint, Dotted White, 8 in., 2' Line, 2' Ga LFT LFT 2.32 verse Markin s, Paint, White Yield Line, 27 LFT LFT 2.63 Paint, Solid White, Crosswalk, 24 in. LFT LFT 2.04 72 Snovi lowable Raised Pavement Marker EA EA 42.00 73 Restore Subdivision Landscape I LS I LS 1 14,000.00 $405,166-751 $405,156.76 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $405,156.75 TOTAL PAY TO DATE $405,156.75 DEDUCT 10% RETAINAGE $40 ,515.68 DEDUCT PREVIOUS NET PAY ESTIMATES NET PAY ESTIMATE NO. 01 $364,641.08 CrossRoad Engineers, PC (2t Inspecting Firm By Date Calumet Civil Contractors D �6��G� /',�f'h 7 21 ��o Contractor y Date Prescribed by State Board of Accounts City Form No. 201 (Rev. 1995) ACCOUNTS PAYABLE VOUCHER CITY OF CARMEL 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. Payee Calumet Civil Contractors Purchase Order No. 4898 Fieldstone Drive Terms Whitestown, IN 46075 Date Due Invoice Invoice Description Amount Date Number (or note attached invoice(s) or bill(s)) 07/21/10 Invoice No. 1 Hazel Dell 131 to Cherry Creek; project 09 -01 364,641.08 Total 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 VOUCHER NO. WARRANT NO. ALLOWED 20 Calumet Civil Cnntractors IN SUM OF 4898 Fieldstone Drive Whitestown, IN 46075 $36 ON ACCOUNT OF APPROPRIATION FOR Department of Engineering Board Members PO# or INVOICE NO. ACCT /TITLE AMOUNT DEPT. I hereby certify that the attached invoice(s), or bill(s) is (are) true and correct and that the 21798 Invoice No. 1 02- R4462862 364,641.08 materials or services itemized thereon for which charge is made were ordered and received except O 20 Signature t Cost distribution ledger classification if Title claim paid motor vehicle highway fund