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Home My WebLink About209512 06/05/2012 CITY OF CARMEL, INDIANA VENDOR: 358944 Page 1 of 1 s ONE CIVIC SQUARE CENTRAL ENGINEERING CONSTRUCT, CARMEL INDIANA 46032 3862 N COMMERCIAL PARKWAY c��CK AMOUNT: $108,876.04 GREENFIELD IN 46140 CHECK NUMBER: 209512 CHECK DATE: 6/5/2012 DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 206 R4462300 27453 13 14,031.50 106TH /HAVERSTICK REPL 206 R4462300 27453 14 94,844.54 106TH /HAVERSTICK REPL CONSTRUCTION PROJECT INVOICE DATE: May 24, 2012 COMPANY NAME: Central Eng Construction AND ADDRESS 3 62 North Commer ci 1 Parkway Greenfield, Indiana 46140 TELEPHONE NO.: (317)- 894 -1990 FAX NO.: (317)- 894 -1890 PROJECT NAME: 106 Street Drainage Improvements zo PROJECT NO.: 10 -06 INVOICE NO.: 14 Construction pay items as per Progress Pay Estimate No. 14 as shown on the attached invoice for work completed between the dates of May 1, 2012 to May 15, 2012. TOTAL PAY THIS ESTIMATE: $61,038.64 RELEASE 4.5% RETAINAGE: $33,805.90 TOTAL NOW DUE: $94,844.54 Submitted by CrossRoad Engineers, PC '5' z Zell Project RtlWsentative igned name Date Lance Stahley Project Representative printed name 1 of 2 CITY OF CARMEL 106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement PROJECT NO. 10 -06 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 511112 through 51151112 �fi Item Descnptiori 4 Quantity this Ea Total Quantity Urot�TOtaI Pay Tonal Pay r No: Estimate to�Date E ('rice this Estimate to Date 1 Mobilization Demobilization LS 1.00 LS $30,680.00 $30,680.00 2 Maintenance of Traffic LS 1.00 LS $5,000.00 $5,000.00 3 [Clearing Right of Way LS 1.00 LS $38,000.00 $38,000.00 4 ISanitary Lateral, Replace Undistributed LFT 8.00 LFT $120.00 $960.00 K 5 Guardrail, Remove and Replace LS 0.50 LS $2,900.00 $1,450.00 6 Linear Ditch Grading LFT 573.00 LFT $4.00 $2,292.00 7 Manhole, Type C EA 1.00 EA $1,610.00 $1,610.00 8 Manhole, Type J EA 4.00 EA $5,800.00 $23,200.00 9 Manhole, Type K EA 2.00 EA $3,800.00 $7,600.00 10 Manhole, T e M EA 1.00 EA $6,500.00 $6,500.00 11 12" RCP LFT 94.00 LFT $49.00 $4,606.00 12 15" RCP LFT 31.00 LFT $52.00 $1,612.00 13 18" RCP LFT 5.00 LFT $67.00 $335.00 14 18" HDPE LFT 6.00 LFT $64.00 $384.00 15 30" RCP LFT 389.00 LFT $98.00 $38,122.00 16 43" x 68" Elliptical RCP LFT 78.00 LFT $210.00 $16,380.00 17 29" x 45" Elliptical RCP LFT 211.80 LFT $138.00 $29,228.40 18 Reinforced Concrete Box 4'X 14' LFT 100.00 LFT $850.00 $85,000.00 19 Reinforced Concrete Box 4'X 13' LFT M2) LFT $820.00 $99,220.00 20 Reinforced Concrete Box 4'X 11' LFT LFT $645.00 $45,795.00 21 Reinforced Concrete Box 4' X 10' LFT LFT $600.00 $33,000.00 22 Reinforced Concrete Box 4'X 8' LFT LFT $460.00 $47,840.00 23 Mechanical) Core Structure EA EA $1,500.00 $6,000.00 24 Reinforced Concrete Headwall LS LS $60,000.00 $60,000.00 25 Handrail LFT LFT $140.00 $34,405.00 26 IFlowable Fill CYS 434.00 CYS $69.00 $29,946.00 27 1 Rip Rap, Class 2 TON 434.10 TON $25.00 $10,852.50 28 Geotextiles SYS 559.01 SYS $1.25 $698.76 29 HMA Surface, 9.5 mm 122.43 TON 122.43 TON $220.00 $26,934.60 $26,934.60 30 HMA Intermediate, 19.0 mm 5.97 TON 5.97 TON $600.00 $3,582.00 $3,582.00 31 PCCP, 12 IN. SYS 452.83 SYS $41.00 $18,566.03 32 PCCP for Driveways, 6 IN. SYS 28.26 SYS $28.00 $791.28 33 Compacted Agg. No. 53, Base 17.99 TON 37.99 TON $56.00 $1,007.44 $2,127.44 34 Concrete, Roll Curb LFT 279.30 LFT $22.00 $6,144.60 35 lConcrete Sidewalk, 4 IN. SYS 120.70 SYS $18.00 $2,172.60 36 INursery Sodding SYS SYS $5.00 37 Erosion Control Measures LS 1.00 LS $5,541.00 $5,541.00 38 To soft Undistributed SYS SYS $0.50 39 Topsoil Undistributed 90.00 CYS 170.00 CYS $20.00 $1,800.00 $3,400.00 40 Ternp Pum around LS 1.00 LS $12,160.00 $12,160.00 41 Road Closure Sign Assembly EA 8.00 EA $470.00 $3,760.00 42 Detour Route Marker Assembly EA 16.00 EA $250.00 $4,000.00 43 Construction Sign, A EA 16.00 EA $250.00 $4,000.00 44 lBarricade. III -B LFT 316.00 LFT $25.00 $7,900.00 *45 Field Order #2 LS 1.00 LS $5,188.34 $5,188.34 *46 Hydro Excavating LS 1.00 LS $15,176.19 $15,176.19 *47 Undercut LS 1.00 LS $4,568.85 $4,568.85 *48 Mulched Seeding 1300.00 SYS 4081.68 SYS $1.84 $2,392.00 $7,510.29 *49 Additional Mobilizations 1.00 EA 2.00 EA $3,366.37 $3,366.37 $6,732.74 *50 Sanitary Relocate /Re air Structure 12 LS 1.00 LS $2,414.18 $2,414.18 *51 Field Engineered Culvert depth/relay depth/relay costs LS 1.00 LS $1,826.53 $1,826.53 *52 1 Headwall #8 Gibraltar 1.00 LS 1.00 LS $1,171.23 $1,171.23 $1,171.23 *53 Milling 1.00 LS 1.00 LS $19,355.00 $19,355.00 $19,355.00 *54 Seeding Mob -Demob 2.00 EA 2.00 EA $715.00 $1,430.00 $1,430.00 $61,038.64 $827,169.56 2 of 2 CITY OF CARMEL 106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement PROJECT NO. 10-06 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 511112 through 5115112 Item Assgnpt�on QuSntttythrs Total Quantity* Uri�t �7 ti ,s Total Pay Total PaY TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $61,038.64 TOTAL PAY TO DATE $827,169.56 DEDUCT 0.5% RETAINAGE $4,135.85 DEDUCT PREVIOUS NET PAY ESTIMATES 728,189.18 NET PAY ESTIMATE NO. 14 $94,844.54 CrossRoad Engineers, PC Inspecting Firm L—� By Date Central Engineering Construction U3 Contractor By \.j 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 Central Engineering Construction Purchase Order No. 3862 North Commercial Parkway Terms Greenfield, IN 46140 Date Due Invoice Invoice Description Date Number (or note attached invoice(s) or bill(s) Amount 5/24/2012 14 106th and Haverstick Drainage 94,844.54 r j Total 94,844.54 1 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. Central Engineering Construction ALLOWED 20 3862 North Commercial Parkway IN SUM OF Greenfield, IN 46140 94,844.54 ON ACCOUNT OF APPROPRIATION FOR Board Members PO# or INVOICE NO ACCT /TITLE AMOUNT DEPT# I hereby certify that the attached invoice(s), or 27453 14 206- R4462300 94844.54 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 6/4/2012 Signature City Engineer Cost Distribution ledger classification if Title claim paid motor vehicle highway fund CONSTRUCTION PROJECT INVOICE DATE: May 1, 2012 COMPANY NAME: Central Engineering Construction AND ADDRESS 3862 North Commercial Parkway Greenfield, Indiana 46140 o� TELEPHONE NO.: (317)- 894 -1990 FAX NO.: (317)- 894 -1890 PROJECT NAME: 106 Street Drainage Improvements PROJECT NO.: 10 -06 INVOICE NO.: 13 Construction pay items as per Progress Pay Estimate No. 13 as shown on the attached invoice for work completed between the dates of February 20, 2012 to April 30, 2012. TOTAL PAY THIS ESTIMATE: $14,770.00 MINUS 5% RETAINAGE: $738.50 TOTAL NOW DUE: $14,031.50 Submitted by CrossRoad Engineers, PC Project Representati e signed name Date Lance Stahley Project Representative printed name i of 2 CITY OF CARMEL 106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement PROJECT NO. 10-06 PROGRESS PAY ESTIMATE NO. 13 For work clone during the period of: 2120112 through 4130)12 'a U nit Total Pay Total Pay 11 )esc It Isq; sti ice D ate t Z� ON NF 7 I ,No- LS 1.00 LS $30,680.00 53058.00 1 Mobilization l Demobilization 2 Maintenance of Traffic LS 1,00 LS $5,000,00 $5,000.00 3 Clearing Right of Way LS 1.00 LS $38,0W00 $38,000.00 4 Sanitary Lateral, Replace (Undistributed) LFT 8,0D LFT $120,00 $960.00 5 Guardrail, Remove and Replace LS 0.50 LS $2,900.00 $1.450,00 6 Unear Ditch Grading LFT 573.00 LFT 54.00 $2,29200 _Z Manhole, Type C EA 100 EA S1,610.D0 $1.61000 a Manhole. Type J EA 1 4.00 EA $5.80000 $23,200.00 9 Manhole, Type K E A 2.00 EA $3,800.00 $7.600.00 Manhole, Type M EA 1.00 EA $6,500.00 $6,50000 11 12' RCP LFT 94 LFT $4900 $4,60600 12 15" RCP LFT 31,00 LFT S52.00 $1.612.00 13 18" RCP LFT 500 LFT $67.00 $335.00 14 118" HOPE LFT 6,00 LFT $64.00 $384.00 15 30* RCP L FT 389.00 LFT $98,00 $38,122.00 43'x W Elliptical RCP LFT 78,00 LFT $210.00 $16.380,D0 _17 29" x 45" Elliptical RCP LFT 211.80 LFT $138.00 $29,228.40 18 Reinforced Concrete Box 4' X 14' LFT 100.00 LFT $850.00 585,000.00 19 Reinforced Concrete Box 4'X 13' LFT 121.00 LFT $82000 $99,220.00 20 Reinforced Concrete Box 4'X 1 1' LFT 7 1, 00 LFT 5645.00 $45,795.00 21 Reinforced Concrete Box WX 10' LFT 55.00 LFT $600.00 533.000.00 22 Reinforced Concrete Box 4'X 8 CF T 104.00 LFT $460.00 S47.1140.00 23 Mechanically Core Structure EA 4.00 EA $1,500.00 $6,000.00 24 Reinforced Concrete Headwall LS 1,00 LS $60 560,000.00 25 Handrail 105.60 LFT 245,75 LFT $140.DD $14,770.00 $34.405.00 26 Flowable Fill CYS 434,00 CYS $69.00 $29,946.00 27 Rip Rap, Class 2 TON 434.10 TON $25,00 $10.852.50 28 Gectextiles SYS 559.01 SYS $1.25 $698.76 29 HMA Surface, 9.5 him I TON TON $220.00 30 HMA Intermediate. 19.0 mm TON TON $600.00 31 PCCP, 12 1N. Sys 452.83 SYS $41.00 $18.566.03 1 _22 PCCP for Driveways, 61N. SYS 1 28.26 SYS $28.00 $79128 _33 Compacted Ago. No. 53. Base TON 20.00 TON $56.00 $1.12000 34 Concrete. Roll Curt LFT 279.30 LFT $22.00 $6.144.60 35 Concrete Sidewalk, 4 1N. SYS 120,70 SYS $18 $2,172.60 Nursery Sodding SYS SYS 37 Erosion Control Measures LS 1.00 LS $5,541.00 $5,541.00 Topsoil lUndistributed SYS SYS $0.50 39 Topsoil (Undistributed) CYS 90.00, CYS $20.00 $1.80000 40 ITemporary Pumparound LS 1.00 LS $12.160. EA S470.00 00 $12.16000 '9 40 1 41 lRoad Closure Sign Assembly EA 8,00 $3,760.60 42 Detour Route Market Assembly I EA 16.00 EA $250.00 54.000.00 4 Construction Sign, A 'A 1600 EA $250.00 $4,000.00 [4"4 Barricade, III-B LFT 316,00 LFT $25,00 $7.900.00 LS '45 Field Order 92 LS 1.00 LS 55.188.34 $5,188.34 Hydfo Excavating LS 1.00 LS $15,176.19 $15,176,19 '47 Undercut LS 1.00 LS $4,56&85 $4,568.65 '4a Mulched Seeding SYS 2881.68 SYS $1,84 $5,302.29 '49 Additional Mobilizations FA 100 $3,366.37 '50 ISanity ry Relocate/Repair Structure 12 EELS 1.00 LS $2 $2.414.18 '51 Field Engineered Culvert depthdrelay costs LS 1.00 LS $1!826!53 $1,82653 $14,770.00 5766,514.92 202 CITY OF CARMEL 106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement PROJECT NO. 10-06 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 2120112 through 4130112 P d i= 2. 'U TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $14,770.00 TOTAL PAY TO DATE $766,514.92 DEDUCT 5% RETAINAGE $38,325.75 DEDUCT PREVIOUS NET PAY ESTIMATES $714,157.68 NET PAY ESTIMATE NO. 13 $14.031.50 CrossRoad Engineers, PC Inspadng Firm By 'Date Central Engineering Construction �A vu I I k 2 Conlreclor By Date Prescribed by Slate 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 Hunt Paving Co. Purchase Order No. POB 42517 Terms Indianapolis, IN 46242 -0517 Date Due Invoice Invoice Description Date Number (or note attached invoice(s) or bill(s) Amount 5/1/2012 13 Haverstick and 106th Drainage Improvement 14,031.50 Total 14,031.50 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. f ALLOWED 20 in 1'( T�A IN SUM OF 14,031.50 ON ACCOUNT OF APPROPRIATION FOR Board Members PO# or INVOICE NO. ACCT /TITLE AMOUNT DEPT# I hereby certify that the attached invoice(s), or bill(s) is 27453 13 206 r4462300 14031.50 (are) true and correct and that the materials or services itemized thereon for which charge is made were ordered and received except 5/7/2012 Signature City Engineer Cost Distribution ledger classification if claim paid motor vehicle Title highway fund