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2013 Illinois St pay request 17
hl U u_±.0 0 0 0 'l±! W ®.11 n en CITY o ' CARMEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction # 17 E-Mail or Fax the signed Disbursement Direction to: The Huntington National Bank Corporate Trust Department(INHP22) Attn: Kim Wilson Tel: (317) 229-4094 Fax: (317) 229-4094 E-Mail: Kim.Wilson(a,huntington.com Re: Depositary Agreement between the City of Carmel and the Huntington National Bank, - Construction Account#4087000986 Dear Kim: • On September 10, 2015, you are hereby authorized and directed as the Depositary under the above- referenced Agreement, to pay the amounts set forth on the attached Register of Claims from the above- referenced Trust account and overnight checks to: Carmel Engineering Department Attn: Kate Lustig 1 Civic Square Carmel, IN 46032 City of Carmel, Indiana 1 244:44J69141dd By: Name: Diana L. Cordray Title: Clerk-Treasurer * Your Alternate contact at Huntington National Bank will be: Ellen Campbell Tel: (616) 235-5941 E-mail: Ellen.Campbe1ll huntington.com DEPAR'T'MENT OF ENGINEERING ONE Civic SQUARE, CARy91i1., IN 46032 OmcF 317.571.2441 FAX 317.571.2439 EMAII. engineering@cnrmel.in.gov Illinois Street Bond Construction Account#4087000986 Disbursement Request# 17 September 10,2015 PAYEE AMOUNT DUE CHARACTER OF EXPENDITURE ALL CHECKS LISTED HEREON TO BE MAILED TO KATE LUSTIG CITY OF CARMEL;ENGINEERING ONE CIVIC SQUARE;CARMEL,IN 46032 317-571-2432;KATE LUSTIG Unless Otherwise Stated E&B Paving,Inc. $903,912.06 Project 10-10; Illinois Street Extension 17042 Middletown Avenue Invoice#17;PO#25297 Noblesville,IN 46060 Construction TOTAL $903,912.06 CONSTRUCTION PROJECT INVOICE DATE: September 09, 2015 COMPANY NAME: EBB Paving, lnc./Gradex, Inc. JV AND ADDRESS 17042 Middletown Avenue Noblesville, Indiana 46060 12900 N. Meridian Street, Ste. 120 Carmel, Indiana 46032 TELEPHONE NO.: (317)-773-4132 FAX NO.: (317)-773-4137 PROJECT NAME: Illinois Street Extension — City of Carmel Project#10-10. PROJECT NO.: 10-10 INVOICE NO.: 17 Construction pay items as per Progress Pay Estimates No. 17 as shown on the attached invoice for work completed between the dates of August 1, 2015 to August 31, 2015 TOTAL PAY THIS ESTIMATE: $1,004,346.73 MINUS 10% RETAINAGE: (-) $100,434.67 TOTAL NOW DUE: $903,912.06 Submitted by CrossRoad Engineers, PC 7/7//5 Project Representative - signed name Date Dane Snyder Project Representative - printed name 16`6 CITY OF CARMEL CARMEL•ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY.ESTIMATE NO. 17 For work done during the period of: 611r15 through 6131115 Ram • ' "lossap5on Ouat typthis Total.Ouanllty Unit Total Pay ' 'Total Pay ` Estimate to Data •Price this Estimate -to Pete. E CON STI111CTION:ENGINEER INC. 0,10 IS 0.951.1.5 575000.00 17,500,00 571,250.00 MOBIL[CATION AN 013FM1?8H.17.A'rI ON 05 100 LS 5373,570.00 5273.570.00 3 .._CLEARING RICHT OF WAS' IS 1.00® 57.5,(100,00 575,000,001 4 PAVEMENT.REMOVAL SYS 43.98® 110:00 5439.80. PA4'ED SIDE PITCH,01310/76 LET 96.00® 50,nO 5765.00' CON 0,Co N CRETE;REMOVE. LET E:FT 55.00 000011 AND GU1TEli,:011610`E .63,00 . 5274.00,LFr 14:50 • 5283.50 523,333.00 INLET,REMOVE �® 12.00 EA 'S4€5.011 5415.00 54,380.40 [,UARTRAILSEMBLEiATMENT.0141171 I CA 5250,00. ®MAIL0OXASSEM1t 1.'I',REMOVE 1 m--�� EA =111M 0300,05 i HLECH'GSTANDARP ARP EMENDATION,REMOVE 1 ® 8.00 5A 1300.00 52.400.00 ®111116,REMOVS _ 297.00® 1260.60 LEE 516.50 54,900:50 520,799,90 ®EXCAVATION,COMMON I 1363.00 005 40552.30 CYS -e 1.7,15 $9,145.45 5289,948,95 ®BORROW I CYS 5504.00 CYS $1.80 - 55,504.00 ®1EMPORYRI LKOSIO7&SLDIM ENT CON'LKUL; iORR INLET PROTECTION _® 40.00 CA 195.00 53,400,00 TC MI'`LI R ARY CHECK DAM;RSYETNIENTR6RAP 1.111111 TO 308,01 TON 936,50 58.162.27 TEMPORARY DLTCl I IN LET PROTECTION 5A 1:00 EA SR5.011 585,00 ®7561POGARY MULCHING 'TON 20.64 TON 370)1.00 534,448,00 TEMPORARY SEDIMENT TRAP T 60.28 TON 126,05 51,597,42 0 TEMPORARY SILT 781101. LFT 6383.90 LI•T . .51.25 57.979.88 21 NO 2STONE . . TON 707.84 TUN 517.251 512,21024 25 SHP0RADF:TRI1A1'M ENT,TYPE IA -® 26438.81 Nig __ 15.25 5105,242.56 En SURGRA0E TREAT51 ENT,TYPE DIA , I®® 56.10 511,706.69' $15,044.61 34 ST0RMWAT5R'4€IALITY.STRUCTOR F.1.0 CPS FA 2.00 FA. 514,100,00 538:200.00 25"STORMW'ATEROil A 1.11''STRUCTURE,I.7 ors I:A 1.00 E .020,150.00 525,150.00 26 STORMWWATIR IIAI:ITY_SI'R11Fll1l)IL3.0 CPS PA 1.00 LA 809;255.00 - 535,280.50 3.7 'STH001110AI.RACKFILi.'IYPE4 I 96.90® 4402:55®. 521.16 $2,049.44 593,122.390 29. 'STRIUCTIURAL.BACKFILL.TYPE COS 4094.53 CY% 527.15 5111,169.20 79 0509IIC,00'MOOIFICA'r)UN,5011.5 SYS 1906.10 SYS 50,45 11 510,388.25 30. COMPACTED AO:RECATE,NO.53,RASE _ 1041,85 TON. 1835.95 TUN 520,00 ----520,837.001 536,719,60 11 COARSE AGGREGATE,NO 8 TON' TON 540,05 1 32 COMPACI'EDAGGR ELATE_50..53. TON 93.18 TON 530,00 $2,795,70 33 MILLING,ASPHALT..1 112 IN 3_75 154,34 SYS 512,50 51,916,75 imig HMA.ENTCRSML'DI7irES,TYPE C,00,15.0!MA1 TON 800.01®� _ $39,239.53 0 H MA SIURFACE:TY PE A 218.77 TON 234310 TON $63,111 010,01422.. 529.081.76 :37 HMA SIN:RACE,T.Y111:C TON 015,06 TON $75.00 $47,974.68_ ®HMAMNTERMF;DLA'OE,TYPIi A - - 473.63 TON 762.93® 550.00 127 944.17 545,012.87 33 HMIAINTERM EDIATF.TYPE T. 164.1.95 TON m 2968,25 TON 553,00 587,018.05 5157,317.25_ 40 1161A RASES TYPE C 4666.63 TON 8530.29 TON 552.00' 52421664.76 5443,575,08'. •11 IIMA FOR A1'PROACHES:TYPEB 189.07 TON 363.77 TON 675.00 114,180.25_ $27282.75 42 ASPHALT FOR TACK COAT 5.60 TON 7,00 TON 51.00 $5.60 57.001 43.. CONCRETE PAVEMENT,'FROCK APRON,7' 390 00 SYS• 788.59_.SYS 147.52 518,532.30 $37;473.80 ®GOARDAII„REWIRE MEM LIT �-_-_-_� 1.:T _ 55,00 ,. 01,EARDR0AIL•FND TREATMENT.OS CA - EA 330110.00 ElliGUARDRAIL W.OEAM 1 F1.3-IN SPACING 1,FS. 1 F 130.00 CIIR6,CON CRETE,STRAIGHT• 251,00 I,FT 501.00 1.11' 114,90 $3,514.00. $7,014.00 ®011R11.RA 5111.CONCRETE,G _ • ®111111111=1® 1117.00. .56;013.80 . 513,338.00 ®CURB.RAM P,CONCRETE,L. MZEKIIIIISMININICEDISal 9106,30 55,917,98 511.262.50 SO HANDRAIL,PEDESTRIAN. . .LET' I.,FT 5145.00 51. COQ AND 01;17E3 TYPE II. 3969.90 LFT 718385 .011 132.00 547,638.80 .586206.20 52 C006 AND GUTTER,TYPE III 3052.00 LEI ..5386,70 LIT $12:00 ...'536,624,00.. 554,64040 53 CURB:14001E1ED:ROLL. 334.00 I,F"1' 670.00.LIT .$16,00 95'344.00 510,720.00 inPCCP,FOR APPROACHES,915. S 86:04® 145.09 $3,871.80 , 53,871,80 MAILERS ASSEMBLY,SINGLE ®-® 5000.110 ®6EO'I'6%TILES 10.00 S'IS. 0762.33 SYS 1.1..12 $11.20 53,530.61 1L1PRAP;IIEVETMtNT 53,55 TON 1207.73 TON S21.00 51,124,55 525,392,33 �SCREENING WALL LS D IS 5142,150,98 526;642,09 5154.577.09 14081012-k GRIN ANN DEMUBIL.IZA TION FOR S0001INC h 4.00 FA 5200.05 $900,00 IIIEROSION CONTROL.BLANKET SYS SYS 51,17 55.267.42. S1:60 511XTl1110,'I' 'R0 �e77 3.BS 51,35. NEE 1151,104511 MATER CALL _®isa.1�11 540000 51,736,00 ®WATER K al 5i3OU Ti)PSOI i, .._._..__.__.._� _ 11.011 55 50111110 00 511115605 -®�'+ ® 03,10 ---�-- 52,502.36 2 orb 1 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 17 For work done during the period of: 814115 through 9/31115 Item 1 .Descripl.00 ' • Quantity this TolaiQuan,liy Unit• • Total,Pay Total Pay",• to Dale { Price this Fsl irate to Data - 66 1R14.II;ATION CONDUIT PvC 4:11::t 420.50 LFT 976.50 LET 511.40 . 54,793:70 ' 511,132:10_ 1,7 FIELD OFFICE,C 1 1.00 En 17,00 MOS . 51',401110. 31;500,00 '525,500:00 68 STRUCTURE-111 NEORCED .1 CONCRETE 00 416101144,9011,311' i_1' 150.00 1.01 0-19760 574.60230f 9 ElPE,811140040'i)CONCRETE,.CII1CULAR,12I0 239 70 LET '2255"20 137 $.13,:5 97.97003{ 574,995,40 ®FIFE:REINFORCED CONCRETE,CIRCULAR,15 10 1.Rr 657.30 CFI' 1336;00 . 523.662.80 NIT,4410 FORKS)CO01.RP 19 1.1116054 5.18 IS 1 h1 1567.75 LET 139,00 $01 142;25 Ilia 191',-.RCINroncE000NCR0TI C IR CULAR.2,11N I21- 423$0 Lit 55100 '521598:50 PIPE,.REINFORCE')CONCRETE,CIRLIILAR 30 IN ,./*I 74 00 LFi' ST 6410 55.624.00 74 74PIPE,RFINFt1RCED.Pl1SLRCrl,CilC,01AR 36 IN LIT 196.80ICC 56700 . 5.17;121,50 75 P;PE REINFORCED CONC.RETE CHI CIIAR,54 IN 1,11" 167,001 LFT 5.130.011 523;046.00 71, PIPE,REINFORCED CONCRETE,6100111,614,60 IN Lii 14.00 LIT I 1191.00 -_-_ _........52,67491_ ®000101051'C:CTIU N('(1191101' =11111111® ® 5 1.2..0 711 PIPE;1019E 4 CIRCULAR 011 ®"® 5676.50 1.■'r 311.20 916 723.20 529.517.60 74 A6G0110.1'E-FUR r1NDERORAI:,$ 270.60 C 48785 GE? 032.02 58,851.20 515,611.20_ 80 010E0 INSPECTIIT(:,FO14 UNUF:Rll1A1N5 Ill Ill 50'15 111311 0i0TI,XT11.E3.PO R UN 7 ERPRAFN SESEM® 4119.31 sys 51.00 $2,315.50 51,.119:31 117 INLET,CAP -®�® $460,00 - 63 INLET E7 �® I 51.205,0 $1,275.00 ®10E17,17 -® II® 11,3114.00 51,300.40 N101,ET,110 2,00® 20.00® 51,000;00_ 93,200.00 . 532,000"00 101.61,.1410 8.00 51,60000 512,800.00 ®CAT CIS BASIN,E7 -101 1.35® 01,02000 $1,500:05 I1R. ('AT01111ASIN;it 10 10,00 15.00 EA I 51,704.00 525.500,50.. R9 PIl'E CATLFI BASIN,ill IN. CA 51,3011110 ErE MAN1101,6,64 �® II 1.'A 51;801104 648,600.00 91. 01A01101:1::.1.4. ._...-- _..__ -1E01111111111ECEI EA 65,000.00 95.900,00 92 EIANHOGL;14. _® I 52,900.00 ..570,300.00, 93 :CATCH RASN.MIll 1.00 EA 15,00. 1'4- 51300,50 $1.900.00 0:8,500.00. 94 ISTRUCTEIRE,,REINFORCED CONCRETE 111R0E- _ 510E0 SECT:00,24010 X72 IN LI'r 24400 I 52,029.50 5445;193,00 95 SANITARY STRUCTURES,SF11U81'TO GRADE 300 1,14 ' 8 90 In 0920,00 92 76000 55:520,00 PIIFIP-AR7}VN0 ..._ FA..... ....... 200 517,000'.00 _... 524,000.00 > ROAD CLO URE:SIGN 451E011117 PA 1 2500 5270(10 56;750.00 99 DETOUR ROUTE P14PJ( 1R A_45E\I11l Y 30.00 5108,00 53.090.00 49 CONS I'41ICTIco$103,A 25 A0 5200100 55.000,00 _1711 TAIO -104 piAINTAI 111067"T1AFF11. LS 0.95® 523,866.61 524.266.63 w 101 BARRICAD 11113 L E FT( 320.00 LIT' 014.04 _ 53.200:00 702. DECORATIVE STREET SIGN ASSEMBLY FA 390 0A $1924,011 54.275.00 ]0.i SIGN 19011,7111)ARB,TY P1:1,R EINS'I)RC;ED �- 411011(11T3AS6.' ® 221.60® $11:00 52.437.80 gall SIi;0:SHEET,4613111,EMEN I).0180'THICKNESS 111111.1.11 911 , 80.60 SFT 514,02 91.128,40, ®SIGN,$I1RET,M%7TI LEGEND 0.100-Till CKNF.SS SFI' 77.65 SFT S1500 I 51.164.70. ®DECORATIVE STREIi P l.IG11T1NC,01(RHti5 ANI1 IN'ST'ALLATION 1 III 1700 EA 911670.00 . 5150,875.00 ®0A111.EINTFR11UCT 1 1197.00®�I'�n.t I,IT $9.511 I $11,371.50 026.533.50 ®1,€01'1'100''LAVER DISTRIBUTION PAN E1. -1 EE�CJ EA 05,200001 .50,20000 ®®® 060000 Iir9 HANOHOLF.:LIGHTING 7:00 II 14,200:00 59.000.00 110 CONDUIT,STEEL Gr1€.VAN721iD,21,Y I 302A0 hET 457 00 1.11T S1050 $3,171.00 55,11310 Il i WIRE,N06 COPPER 30 PLASTIC DUCT,IN I S_UNIJurr 41(1', t 302,00 CPI' 487,00 11 57.27 52,199.60 55.530.15 ]12 (VIOL NU6 COPPER IN PEAS 111 00L'f,IN'MENCII, 41% , C 901.00®M1® 57.25 . 96,532.25 30,980.50 ®IIANDHOL6 4:00® 10.00 5850,00 53,400.00 $8,500,00 ®T0405LLRS1:MARH 05,THERMOLI:40111', SiiARKS Yt.FTd =® 37.00® 55.00 5183,00 11'5061 1'-3 OP I,ASTIE,950 KE?!SVFUT}'12.IN'.'S _� ®® I If5TR0F317 GAP 84.00 5166.00. LINE,TI4E11M019LA5'TIC,BROKEN,)011116;61;1';3: FTSTRIPE-3 FT OAR 51,00 PA 0E14 ENT MESSAGE MARKING,TIUiR0OPI,SS1'l C:, 11S11310 00 LANE INDICATION ARROW _ _ 4,00 104)90 ! $320,00 '16/015'F.I150 MARK'Nf`I'HERn101'1.7.ST11 T� • 01115541ALK,,501117E 24' ® 306.00®. 5000 $1.000.00 ®LI N F,Ili ERMOMAST IC,1100 016 WllnE-1134 1 ® 190.00® 50,60 $114,00 120 LIN E,THERM((PLASTIC SOLID,NCHITE YIN. 1 ® 1375.60® 5050 $659.30 -1 21 110E.THERMOPLASTIC,90517,1111.049,4IN i _ 1,1 r 604.00® $'060 $518,40 172 PAVE MEN'''.315SAGL MARIO 00.TPIE KM0ELASTIC, -1[ LA,NEINDICArICIN.41)13001 If, 7.00 650.90 t 3350.00^ ®SNOWPLOWABLE RAISED.I'AVEM0NT 0411KEl1 I ® - 6200.00 144 CEN 01141,coNL4rt1100 IS 1.S _$5,000.011 X125 1NIPORTEP FILL" CYS 143 56611 • 154, 014411114,1 CYS 7900 00 11(5 36,501 • 450.700.00 127 AS PHA I.T SURFACE COURSE 11)3 99.03 'CON $117.63 I e 38,078.00 31,0 ASPHALT INTERMEDIATE COURSE EUMIIIIIIIKSINIMEN 061.00 1 520,-794.39 3 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 17 For work done during the period of: 9tla15 through 9.131.115 • item ' . Dascnplion- Quait ly this •• Total 40anlity Uni1: Total Pay Total Pay,• . .. • ^Eatlmata• • IS Dato• Prioe this Hshiaata- '1.O1781a- 1 2 9 0 1 CR11S11F0 L IMESTONE TONr 3 465.72 TON 52000 .59 314 40: 130 111-RCP STORMWA TER RID E LI 1 256,0 LIT 981600[ 520,460.00, .11 coscRLTI END;SECIION EA 1 5.00® 5141000 I 58,400,07 •132 6 FOOT PRECAST WALL SYSTEM LIT I 1973.00 7 5143901 5282;139,00 733 87,00'1 ER ECAST WALL SYSTEM -® LF'r 53)37.43 334 SEGMENTAL-BLOCK 01AL1. MINN FF I 313,26 Er 5.15.00 i 311314,15 335 IBIIGA 11)7.SYSTEM I. F 245 1 SN7.500.00€ 54387000 136 !OVERSIZED C011111,F$TON 7 CYS i 12.99 LYS 5100.00 i _ .51299.00 117 LARGO ML RA'.1 1-C''111)31'. C7'S 1 26.52 L 140.001 37,560,60' I38 51077011A RK _ CYS 22.78 CTS 5130.00 52.96140 13`8 KIP R53' _�_....._._...._._.._____..,... - GYS I 8033®....�..._ SL100 54.900.13' 740 MESIC PRAIRIE MIX _-11114=MII� 53.820.08 _. I4l 1.41 0TATORE PRAIRE NIIX AC 0.93 13.155.00-_.... _._�_..__._..__ -52,871,05 132 YARROW SEED AC - 0.89 A. 57960.00 51,744AG 113 CREEPING RED FRSCl4: •S17. SET 50.10 114 TORE SEED -IIEMEEIE® 10,10 511,750.53. .._a.______.............-._ �� 3400.00 58:'100:00 145' GINKGO(MALE -®®® 116 0 SWAMP 0 KSiITE OAK Fe1 12.00 $360.00 54320,00 747 RED oAK EA 31.00®. 9330.00 51023000 340 I10707St RF10EOFIKY _ �® 47 AO EA $150.00 87.520'00 )49' KOIISAII1(9.'O0D 7.00 EA 319f1.00� _ .S1.330.00 11E2 EASTERN 17E17611I' - ® I Cl) , 5165.00 58.250.00 151 KVJAN 114 LEE RKl' �® 44.00 6A 3155:00 57260.00 132 WEU11_0:NI: I-A i 5185.00 ®RLACKC tIOK!i BERRY IIIIIMINEEE EA I 515.00 $1.620.00 ®KA€ti,EC/ERSTE R REED GRASS ani 202,00 HA 1 -42300 54,646.00' ®ART€C FIRE uorAvourt, 19.04 EA ! 9)7.03 • $103.02 EN GREY OWL 1171 700 95.00 LA $37,00 53,515.00 ®II IMEI 7 0.0900.FOUNTAIN GRASS ® 130,0 EA ! 01508 51'.950.00 158 N€NE81RK I 42.00 ER 34000 _ 51.680_00 IS DAPPLED LE.D 1,11.13W Co 21.00 EA 1 540.00 5840.00 1,0 1140713)0 @1'1I11'ILIA1 EA 1377:02 EA 1 54.20' 55.783,40 161 1(1 9 0 1(74 0 0 1 1 1 7.1 0.3 0 1!,4 311) FA 311,000 EA 1 31400 � 54:354.00 172 IOLYENE N!O"IOLE DAYI3 IN 1!A 251:00 EA 573.6(1 $3,413.60 63 EVERGREENS CANIIril IFT 746.00 EA 1 14.20 53,133:20 ®II.0 K I:Will SUSAN El 253.D0 EA I $74.U0 53.54200 It 'i i.'11'liL1RYSRa'FENCE -® 2356.00 EFT I S1.25. .52,957.00 61, 60,17107 CONT1-OI.010051 l 111111 SI1 50254.73, SFr 1 10.20 510,050.95 0. 157 114 1PROTCCrION EA 13.00_!?A' 1350.00 51.950.00 ®PEN:STE64N STOP SIGN -® .0 3200.00 ®78 IN IliiRAtO PLAS C S70,Hilt -® L1T 5600 ®WEED BARRIER EAR 10L ®111111EIMIE SPT _ 50:18 52.428.43 ®DO II R LE SHREDDED HAI;V WOOD MO'II... 67:24 CYS 860.00 55,234,40 '.2 STEEL eD NR ® 1536,10 !An' I 5515.' ....,. 58,064.53 773 AUSTRIAN P€N1S(FINES NIGIIA' EA I EA [[ 4230.00- TOTA1 ' I 5684,177.53 54531,354,10 ACTS KNATE 010.A Al CONSTRUCTION ENGINEERING 0.10 LS 0.85 Lo_1 510,000.00 41,000,00 1 58.500.00 A2 140.13I Lilco AND DEMOBILI7,ATION . 14 1.00 LS 1 544,400.00 I 544400.00 'EMI CLEARtN°G 010111:OEWAY . LS 1.00 IS 57,000.00 07,000.00. IIILU!18,CONCRETE.REMOVE LET- 109.50 LET $5.00 5547.50 CUR II AN l)0 ITER,7001008 1.17" 4064.00 1.FT _ .34.50 -518,288.00 Ira 1)1.11'REM O1'K. _._......._... _ EA EA •3475.0)1 MI.IGFIT STANDARD AND FOUNDATION.REMOVE. ® 5.00 FA 7300.00 _ 51,500.00 I,IG!IT STANDARD.011(4( E:- EA 8.00 EA.� 8300.5'11 $2.400.00 ®PEP'„ABANDON AND 600111 FILI. I,FT. 1.17 111.00 1152111CCX4RVA I11N,COMMON ® 5409.17 CYO ( 523.00 5124,410.93 ®r0M;?ORAA11(005107t S EDITI ENT CONTROL fUl711 is4: FPE20"TF:OTIUN _ ® 13,00 EA 3 18090 $1,10500 All 3'3EMPOILARY.SII:T FENCE LFT 1104.00 LET 1 $1.75 $1,380,00 M2 NO2 STONE. TON 168.74 TON $1730 52,876,27 A13 51180114001REA-r143SNT,Tl'I?E I 4�a�I�t�1 SYS SYS 3571 414 Su9CRAO I:TREA'TMFN7',TYPE 1114 1 519 169.00 SOS 313_00 .41,008.00 W $2.028.00 4016 CITY OF CARMEL � CARMEL-ILLINOIS-STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 17 For work done during the period of: 811x15 through 8131015 Item ::Deseription auanlity this:r Total OuanI ly UM Total Pay:- ,Total Pays•No ,Estimate :16,Dale Pricy this Extlmata- to bate 1. -s v RS Si RHGrluALRAIi1 FILL.TYI't:1 EIS 128.00 CIS 123:15 52.561.20 316 CHEM I CALM00(FICAIION;SOWS ®-® 55.45 _ 317 COMPACTED AGGREGATE.00 53.134511 - -1lEBIIIIIIIIII3ED® 52000 57.393.60_ A111 COARSFA06506A'FI;,NO 6 TON TON 110.00 A19 SI(1,006,ASPHALT,I If?IN 611,11 SYS ® SYS 00.90 .5550.00- 5550.00 A20 PNOfILOGRAVH.HMA ®-® 11.00 1141._._._...._._._.......-- ._..._�..._ A2.1 kWh,INTERMITDIATE.TYP.6 EC,OC.19a01461 ® ■® 552,00 A77 11MA SIIRFACE,'Y3'E A ON 75.17 ON 110404 57,968:02 423 FIMA SUR FACE.1711'r. 1 TON 100 165.00 ' $12.577.96 A24 5}44 NTF.OMI 014YE,,TYP'A l)0 184.97®® A25 HMA.(NTERMEl1AT5.TYPE.(: �-- T0N 1368,24 1'111, 552:00 571,140,48'. •A26 HM,4BASE.TYPE TON 2180.36 TIN 149.10 $1051858.62 1427 ASPHALT FOR TACK.COAT - '1110 TON 11.00 A29 CURD RAMP,001,01411'6,11'PF:i 571 31.93 SYS 5113.00 53609.05 A214 011115 55117,CON CR ET F,TYPE K 19.56 575 49.75 S 5730.00 12,542,80 56,467.50 A30 CURIE AND CUTiTER,TY1'E II i 251.00 LIT 287(.00 LIT 132:00 53,012.00 534.452,00 A31 CURS AND GUTTF.Fi,TYPE III LET 1.41 11200 A32 ('Cl:P:FOR APPRUAOIIES,9 IN SYS 36,00 956 552,50 51.672,00, A33 MUlILI7.ATION AND DED7l161.:7A'EI54 4011 SEEDING RA 69 0200.05 434 SEED 14 IXTItI6,T I 1115 IRS 11.35 A35 1910.01156 MATERIAL ® 1410 140090 _ A06 WATER -©121 - K:l _ 11.00 A.37 T(PS01: ® CYS SI 00 A35 SODDING,NURSERY ®- 525 _.. 13:11._ A39 411E,:REINFORCED CONCNtrE,Gili(UTAII 12116 I LIT 33200 1.1 I' 3:43.21 $11,039.00 A40 FIFE.RFINFORC;ED1,ONCRIi14 CIRCULAR 15 IN I -LET 36.50 LFI' 515.80 51,642.55 441 El PE,ItEi NFORCE0 CONCRETE.CIRCULAR 21 IN [II' 1,FI' 576.80 A42 PIPE.R EI 0 FORCED CONCRI 4E,08610:10124161 ® IF 1 560.00 $43 01410 INSllCTmm 1'001141 11T Ill' 12,009 A44 PIPF,TYPF 4 CIRCULAR 6 IN. 1lT 28.00 LIT 05.20 5145.60 145 AEG RE DATE FOR'I)ND10Ol.AtNS 17S I'TS. 532,00 587.64 A41, 0E01EI III FS F,)otINUIKhRA11 SYS ® S55 50,951 .� 141. CASTING.ADO ISfi TItif',APf-. FA 1.00 F.A 1665.00 ..1414.._...-_,. __...5655.00 A48 INLET.CAP FA PA 5460.011 A47 (NI.IT.110 1CA 5'.00 RA 51,600.00 50.000.00 A50 INLET NI10 111ZWIIIIIIIIIIIMM F.A 51500.0011 51,600 OD A51 14,41,11014,04 _ EA 1.00 FA 55,020.00 V 51,050•00 A52 MASII V[FI1O N. 5A -_-- 4.00 FA 53,300.00 513200,00 A 1 R(IAUCIOSURE,SIGN ASS FM01.Y -.1414, - 6A 11.00® 1270.00: 52,970 OD 554 IDETo111 I.Ol'411.01001.4.595(,1.11112. FA 15,00® 16500 597500 A54,I CONSTRUCTION MEN,A EA 6.00 FA 1100.00- $600.00 AS6 MAINTA1N(00 TRAFFIC LS 1.53 LS 56,964.971 59.279.40 A57 1AARRILADE,111.0:. III 248.00 I.FT 511100 52.480.00 353 I SIC POST,4005111-,TYPE'I.04 ,7 15101:Ell 36eli01t RASE I,FT 26.55 f 11.00 5293.15 A511 i. SIGN:511E6'6 WIT H 1.1111EN00.060 IN THICKNESS SE 1875 41400 1414 526250 A60 SIGN,SHEET,WITH 1,1:;1-:1911 0.10010 THICKNESS 115.00 A81 01:0014.1710E SI REIFT.LIGI,TlN0,471 RI N6 AND INSTALLATION ■ 8,75 543,30000 580,925.00 A62 Cr,8L3i.I1.'1F'h1101.1 150.00 1111111117131® 19.50 11,425.05 515029.00; .463 11AND13011(LIGHTING ®MIIIIIIIINIII EA 5640,05 A64 Cc/N.01117.STEEL.CALVONIr I:I),21N ® 8400® 110.50 5840.00 A!5 WIRE.NO 6(07(1 R IN 3 1 SSTIC 01107,IN.1'REKCI I,E 41./1 _ ®-® 17.25, $46 HANOIRI F EA 3.00 EA 185090 $2,550,00 WIRE,NO 6 C011'01110 PLASTIC DUCT IN .11+" 01'44,1 41J3 LFF 1414_ LFT 17.25. (iR TRANSVERSE MAR 61170 THEE Mu ELASTIC I CROSSWA LK.IVH!'Iv.24" 1 LIT EFT 110.00 _ 5016 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO 10-10 PROGRESS PAY ESTIMATE NO. 17 For work done dtiring the period Ott 1P1115 through 8131)15 =Item' :Descripi on,. -•.OuantIty this -Total 0uonhly .,Unit .Total Pay- -• 79181 p4- ,No. - Eslimole to 041e- Pnw this£stimsta `to Date ' 169 LINE,TII FRI4OPLASTIT RRORCir,boiiirF:4 IN LOT LET LL .51.00. 0711. LINE,TNEH14O1'LAO'OIC,SliLIII.WHIT It,4 iN, LET. LFT 0100. 071 LINT TIIiiRMCPI_AST)C.SOLED,111.1.1.01V,41N LOT ITT 51.00, A72 TRANSVERSE MARRING THERMOPLASTIC STOP FIN E.24' LET 1.1,1 410.00 TAV Eh:ENT,M1!541)1 MA R10 NE,Ti 1E10101'LASIIC, 1TI LANE IN DILATION 1,5110 V EA EA 4Sit_08 1 PAVE1!F;NT'MESS?011 MARKING,TIIF.RMOPLASTIC 74 ` WORD,'1,NLY" CA EA 0100.00 A75 S..NOV.'PLOWARI_171101011)PAVEMENT MA RNOI0 EA yEA .530000 A76 SIGNAL.SUPPORT FOUNDATION.36 IN X 144.IN EA EA 52,100,011 .177 SI1:NA3,STRAIN PULE,STEEL.30 FT EA LA S45UROU 078 IIANI)110L1(110NAi, EA EA 5075.1)9' - - - 1�r 11 17101101T.STEEL.CALSIAN17 07 IN. UNUERG)iO0N1 ITT 40,00 LIT 410,50 .-_._. 5420.00 004 SIGNAL CARLE,10/H GA LET- I LET 50.15 ANY CONTROLLER AND CAPINFT,MASTER.MENU DR IVEN,1)01)05(1 EA 0.99( EA 38.965,00 08.560,15 0132 '€RAFFiC SICNAI.HEAD,3 PACE,17 IN RFD, AM RER-GREEN EA 3.18 LA 5620.00 51,477.80 AF3 TRAFFIC.SIGN.AI:HEAi).5 FAC13 12 IN RED. - AM RIIF).GRF:EN,AMHER ARROW,31117iEN ARROW EA 0.76 EA 5925,011 $700.23 ABS`SPAN,CATE PART',ANDTI1T11Fit FA EA - 01,:00,00 085.DISCONNECTH.A1:SER EA EA 1275.00. ADA 410NA I.EAHLE.,00/1400 LET LET 11.50"007 5ICNALCALLE.7C/14Y.A' 1,1T LET $1.65 7188. SIGNAI.CARL.E,3C/0 EA LET LFT '52.50- 5114• SIGNAL CAD LE.21.116 GA.5H=k1.1)GD LET LOT 511,751 A40'SIGNAL DE1T:CTOR.11011S1N1) EA 1A 5000:00 1 A91 SAW 1)131'FOR ROADWAY LOOP ANUSEAIANI LPr LET $6,00 tW A92 CONTROLLER FAIR NET.FOUN DATION,PI EA LA 51,025.00 i 093 SIGNAL SERVICE FA 0A ' 2000.00E A`14 l.1111'0GIFIIITOR 1)EiA1 AMPLIFIER,20110011 Iii. EA. EA 5250.40 MISCEI:I.AN ErllISlki10PMENT 1i III 1'R aril; A95 SIGNALS IS LS 5000.00. 011014,51:1'ERNA'1'E:RID A 59,537.80 5635.330.32 ALTERNATE RID 0 ITEMS 81 CONSTRUCTION ENGINECRIN0 0.10 LS 0.85 1.S 1 34.400,00- $440.00 $3,740.00 _ 82 L,._. P1OH!LIZA'runs AND ULNIOSILIZATFON LS 1,00 LS 1 512E43.0 512,643.00 CL:3 1 61.F.ARIN)RICHT'-OTWAY 0.10 LS 1.00. IS ! $0;000.00 0500,011. $5,00000 04 m.-,..__.r_._,. EXCAVATION.cunt MON COS I 1711,00 CY5 113.00 522.243,00 III _--- 11151P0RARY slur l'ENCII LVl' , 136,00 LPr i 31,75 $170.00 R, I SUOCIIAOE TREATMENT,TYPE.IIIA 881,00 SYS 1 881.00 SYS 1 56.10 15,374.15 55,374 10 07 1 STRUCTURAL BACKEILL TYPE LYS 1 54367 LI'S I 517.15 $14,760.64 RD I SF6011 1.1001.00001311 TYPE 0105 1 23775 01-171 521,10 55,028,41 414 EI51ASLURFACE.TYPE 0 ---�- TON r 60.21 11)11 511.0:00 56,623,10 1110 UMA'NTERMOIIIATE,TYPE IL 100.08 TON 100.88 TON Iv 545.00' $4,503.60 54,50360 1111 1 ASPHALT FOR TACK COAT TON I TON 1 5480.00 -412 i GIJARU10All..ENO TREATMENT,-1 EA EA I 01,200:011 11)1 .011A11011011,1%,111051,6 FT 3.IN SPACING LET LET .530.OP 'd 114; HANDRAIL,PEDESTRIAN LET , ITT 5145.40 .015 I PC0PFOR APPROACH ES,4.10 97.96 SYS.I 97.96 SOS '551.35 85;030.25 $5,030.25 1116 MUFF)IZATH)N.AND DEM)RILIZATION'FOR ES IA SEEDING 5200.04 1117 04051130 CONTROL BLANKET 5111 001 11.17. 418 GEOTOS ALES 231,67 SYS - 331,67 I SOS $3,34 $785.36 - 51.124:36 019 RIPRAILRLVETMEN'r Mill TON I. 330.83 I.TON 535.00 52,898.35 $11,579.05 820 SEED NIIXTURE.T LEIS.�IIa�71)l1r55� 51.35 421 'MUI:CH!NGMATERIAL ._® 1111021 841)0.00 022 WATER _0GAI. ® 51.00 1123 TOPSOIL. 00,4" St 00 I NPi. SOEIi)1NtE NURSERY ®�� $3.27_ 1125 !'IMMF..AROUND EA 1.00 EA 54,000.00 $4,000,00 S1'L,.0EIN 10320B0 GONER 011.3-511.1.1111 21-19 IN it H26 139 IN 1.01' 501.55 LFT $2,,140.011 513-1031450 TOTAL.ALTERNATE RIUO 1 $26,154.76 5240,139.01 CHANGE 0011185 ITEMS COI 116J01RHll:A'l'ION REPAIR L.5 1.00 LS 06,291.00 !1� 56.296,00 002 51'I1E71'DIEI'IRINGAT10N ATSI'!OiTEilS _ LS 100 LS $10,105.20 , 510.105,20 €61 1E1 RIP End Sr tion 'T E0 1.00 LA 11,07 11.61 11,078.61 I $1,078.61 104. 24-110i.Er S,.c m EA 1.00 kA 11 142.61 51;162,61 C(15 36'0C1,End S fail EA 1.00 -EA 500)0E1 51,610.61 s.O( 54*RCP 611 Swim: F.A !00 tr. 52.562 61 - - 52,662.61 C77 6D`.RCP Enid Section EA 1,00 'EA 53.346,I,E 53.346.61 608 onoli6'r L:IGIIT FOUNDATIONS FA 4.00 E0 111.200,00 05.158.00 CO9 NORWAY SPRUCE I I 37114.111 61110 6'-P:1'17,sl3Yail column Stain Change LC I 1.00 I:5 613,190.43. 512.190 43 0011 l!nfo,e■eiai I li ililLA.dlOSnnr.11ls LS 1.00 LS .53,344.1)11 53,380:00 00)2.Unioresven.Siru{111 a/PM.l n Adluslnleols. MIIIIIMIIEII 1.00® 02,240,00 52,240,00 t(.17pan %A kovn 2 f_ 1-® FA _�_5:165.00 6 o116 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 17 For work done during the period of: 811/15 through 8/31/15 • Item- • ,Description. - Quantity this Total Quantity "Unit Total Pay Total Pay• No, E timate to Date Price this'Eatimate , to Dale (oi4 japanasr rrc Lilac,1 S _ __ - LA F.A .. 5190,60. _ C0154Rutry R,d H r,•ch&an t 1.55 CA 22,00 EA 6230.1,1 55.060.00 {016t600nay Spmcr•6' EA 17.00 EA 5215.00 ---_ 53.655.00 COI 7'Plant Trees per Updated Details EA EA 530.00 • 019 Private Irrigation Utility Repair __.._..__._ IS IS 5%85959 C,014 Pharr 111111ili;:Work 1-S LS 07,370.70 0020 Ceogrid S'YS 5033.28 SYS 52'+4 517443,84 CO21 Freeregoard40•50 (VS 72.00 CYS 013.20 5950.40 .0022 I Prrezrkuard 20.20 -_, ._. (NS 97.00 C75 51.8.26 51.771.22 -0O23 TPA MobiHz;rtinn IS 1.00. IS 5550.011 5550.00_ CO24 TPM,Paint.Hrnkan White 4 IN LF 1290.00 LE 51.10 51.419.00 CO25 TIN,['aim:Solid While 4114 I.6 054.00 IF 51.10 $939.40 CO26 TRM,Puint,Solid Yellow 4 IN LF 4320.00 I.F 01,10 54.752,00 0027 TPM,Paint.Stop Line 241N IS 67.00 LP 53.30 5221.10 CO28 TI'.M,Paint-Arrow EA 3,00 EA 566.00 5198.00_ •(.029 utility Cminiel Como union Re-tatglneering IS 1.00 LS 54,768.04 54,768.04 0030 9"Comp.u S3 Slone TON 5309,94 TON 118.02 $95,685.12 .0031 H Hor row CYS 658.55 CYS 515.78 $10,391.92 0032 Utility Delay Winter Paring EWA LS LS 525,049.13 0033 Wei/laic Existing Lighting Fixtures LS LS 54,355.03 C034'8 Fool('nrasIWall System 0.99 IS 0.99 LS - 5285.749.01 . $283,398.04. $283,398.04 C035 Dane lil'ntabitir_hian 1.5 1.00 LS 58,996.49 $8:886.49 0036 s $284,476.65_ $489,240.25 TOTAL BASE,ALTERNATE-A.Al,TERNATE B AND ANY ADDITIONAL ITEMS I $1,004,346.73-I $5,896,069.68 TOTALS AND PAY'ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $1,004,346.73 TOTAL PAY TO DATE $5,896,069.68 DEDUCT 10%RETAINAGE $589,606.97 DEDUCT PREVIOUS NET PAY ESTIMATES $4,402,550.65 NET PAY ESTIMATE NO. 17 5903,912.06 CrossRoad Engineers,PC 3'.14v,"_)-..,AA q- ¶^1 S lost/doling Firm By Dale -1 E&B.Paving, Inc. ,'��- Y /�Ll t-- , J Contractor i ( Dale