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2013 Illinois St pay request 14 'iulu o 0 0 ulJWi o ® u 000 © © © 1 CITY 0 ARMEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction# 14 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@huntington.com Re: Depositary Agreement between the City of Carmel and the Huntington National Bank, -Construction Account#4087000986 Dear Kim: On June 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 By: ie 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.Campbell @huntington.com DEPARTMENT OF ENGINEERING ONE Civic SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 ENTAIL enginecring@carmel.in.gov Illinois Street Bond Construction Account#4087000986 Disbursement Request# 14 June 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. $343,764.64 Project 10-10;Illinois Street Extension 17042 Middletown Avenue Invoice#14;PO#25297 Noblesville,IN 46060 Construction TOTAL $343,764.64 CONSTRUCTION PROJECT INVOICE DATE: June 10, 2015 COMPANY NAME: E&B Paving, Inc./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.: 14 Construction pay items as per Progress Pay Estimates No. 14 as shown on the attached invoice for work completed between the dates of May 1, 2015 to May 31, 2015 TOTAL PAY THIS ESTIMATE: $381,960.71 MINUS 10% RETAINAGE: (-) $38,196.07 TOTAL NOW DUE: $343,764.64 Submitted by CrossRoad Engineers, PC /ISO* //4//5". Project Representati - - si•ned name Date Lance Stahley Project Representative - printed name 1 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 50/15 through 5/3105 Item Description 'Quantity this Total Quantity Unit Total Pay . , Total Pay No. Estimate to Date Price this Estimate to Date I CONSTRUCTION ENGINEERING LS 0.75 LS 57500000 556,250,00 2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS 5273,570.00 5273.570,00 3 CLiEARING,RIGHT OF WAY LS 1.00 LS 575,000,00 S75.000,00 4 PAVEMENT REMOVAL SYS 43.98 SOS 010.00 5439.80 PAVED SIDE 0ITCH,REht(IVI: LOT 96.00 LOT 58.00 $768.00 6 C1(911,CONCRETE,REMOVE LOT LOT 55.00 7 GARB AND GUTTER,REMOVE LFT 2700.00 LOT 54.51) 512,150,00 H INLET,REMOVE EA 9,00 EA 541500 S3.735.00 9 GUARDRAIL END TREATMENT,REMOVE EA EA 5250.00 ID MAILBOX ASSEMIII.T,It11MOVE EA 1W 5300.00- 11 LIGHT STANDARD AND FOUNDATION,HssIOVE EA 3.00 so 5300.00 S900.00 12 PIPE,REMOVE 118.00 LOT 595.60 L01' 510.5(1 $1,947.00 59.843.90 13 EXCAVATION.COMMON 5007.00 CYS 35000.00 CYS 57.15 $35,800.05 S250.250.00 14 EtORROW CYS 5504,00 C05 51.00 55,504.00 15 TEMPORARY EROSION K.SEDIMENT CONTROL, CURB INLET PROTECTION 7.00 EA 40.00 LA 505.00 $595.00 53.400.00 11, TEMPORARY CHECK DAM,REVETMENT 0(11111' TON 308.01 TON $26.50 58,162,27 17 TEMPORARY DI'rC.1l.INLET PROTECTION EA 1.00 EA 550.00 585.00 10 TEMPORARY MULCHING TON 20.64 TON 57(111,01) 514,448.00 I9 'TEMPORARY SEDIMENT TRAP TON 60.28 TON 521,55 $1,597.42 20 'TEMPORARY SILT FENCE. 1.0T 4681.90 LOT 5125 55852.38 21 NO 2 STONE 41,66 TON 665,85 TON 517.25 5718.64 $11,485.91 22 SIIBGRA DE TIIIiATMENT,TYPE IA SYS 12212.81 SYS 56.25 576.330,06 23 SIII1GRADE TREATMENT.TYPE.IIIA SYS 547.20 SOS 56.10 53,337.92 24 STORNI WATER QUALITY STRUCTURE,10 CFS EA 2.00 EA 5(0,100.00 538,200.00 25 STIR NI WATER QUALITY STRUCTURE,'1.0 CFS EA 0.54 EA 525.150.00 $13,581.00 20 STORMWATER QUALITY S'rRIICi URE,3.0 CEO EA 1.00 EA 53'(,25000 $39,250.00 27 Sfi111CTWIAL I1ACKPILL,TYPE I 265.34 CYS 273268 (:YS 521.15 $5,611.94 $57.796.18 20 STRUCTURAL RACLOILL,TYPE 2 1443.39 CYS 1443.39 CYS 527.15 539,188.04 539,188,04 20 CHEMICAL.MODIFICATION,SOILS SYS 1006.10 SYS 55.45 510.388.25 :HI 'COMPACTED AGGREGATE.N0.53,BASE TON 794,13 'TON 521150 515,882,60 31 _COARSE AGGREGATE,NO 8 TON T'(.I N 5411,00 32 COMPACTED AGGREGATE,No.53, TON 93.19 TON 53000 52,795,70 33 MILLING;ASPHALT.11/2 IN SOS 153,34 SYS 512.50 11916,75 IMc P ar _. 35 1191A.INTERMEDIATE.TYPE C,OG,19.0 MM TON 800.81 TON 549,00 ' 539.239,09 30 O91A SURFACE.TYPE A TON 119.39 TON $116.00 $10,267.54 37 UMA SI IRFACE,TYPE.C TON 615.05 TON 578.00 $47,974.68 311 IIh1A INTERNIF.DIATE,TYPE A TON 289.30 TON $59.00 $17,068.70 39 1191,1)INTERMEDIATE.,TYPE C. 456,74 TON 1326.40 TON $5300 $24,207.22 $70,299.20 40 IIMA BASE,TYPE C 587.40 TON 3863.66 'TON 552.05 530,544.80 $200,910.32 41 1)91A FOR APPROACHES,TYPE 0 TON 174,70 TON $75.00 $13,102.50 42 ASPHALT FOR TACK COAT 0,96 TON 1,40 TON 51,00 50,96 51.40 4:3 CONCRETE PAVEMENT.TRUCK APRON.r SYS 398,59 SOS 547.02 518:941.00 44 GUARDRAIL,REMOVE LOT LOT 55.00 45 GUARDRAIL,ENDTRF.ATh1ENT,ITS EA EA 5:3.000.00 40 GUARDRAIL.W-BEAM,ft FT 3 IN SPACING LOT LOT 530,00 47 CITRIL CONCRETE.STRAIGHT LOT 250,00 LOT 514.00 $3,500.00 45 CURB RAMP,CONCRETE,C SYS 62.60 SYS 511700 $7.324.20 49 11109 RAMP,CONCRETE,L 14.22 SYS 50.42 SYS $106,00 $1,507.32 $5.344.52 511 HANDRAIL,PEDESTRIAN ' LET LOT 5145.00 51 CURB AND GUTTER,TYPE II 1091.00 LOT 3213,95 LFT 512.00 $13,092.00 $38.567,40 52 131011 AND GUTTER,TYPE Ill ' 1112.00 LOT 2334.70 LOT 512,00 $13,344.00 $28,016.40 53 CIIRH,.h1OOIFI ED,ROLL LOT 336.00 LFT 516.00 $5.376.00 54 ,PCCP FOR APPROACHES,9 IN, S S $45.00 55 MAILBOX ASSEMBLY,SINGLE EA EA 3700.00 5)1 GEOTEXTI LES 473,61 SYS 2322,63 SYS 51.12 $530.44 $2,601.35 S7 RIPISAP,IIEVETMENT 411,23 TON 666.88 TON 521,06 $8,635.83 $14:004.48 SR SCREENING WALT. 0.33 LS 0.33 LS 5142,15(1,00 $46,909.50 $46,909.50 5•i MOBILIZATION AND DEMOBILIZATION F(01 SEEDING 2,00 Eat 4,00 EA 520000 5400.00 5800.00 65 EROSION CONTROL BLANKET SOS 4502,07 SOS 51.17 I $5,267.42 61 SEED MIXTURE„T LBS LOS 51.35 62 M DLO IING MATERIAL 2.56 TON 4.34 TON 4405,50 $1,024.00 $1.736.00 03 WATER Kgal KO 51.00 04 TOPSOIL COS COS 51.00 65 SODDING,NURSERY SYS 807.22 SYS $3,10 $2.502.38 2016 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 5/1/15 through 5/31/15 Item Description Quantity,this Total Quantity Unit Total Pay Total-Pay No. Estimate to Date Pdce thla EstOoate to Date 1,,1, IRRIGATION,C13NOu1'r,PW:,4.IN, LET 556.00 LE1' $11.40 56.338.40 67 FIELD OFFICE,C 1,00 NOS 14.00 1.100 51,5110,011 $1,500.00 521,000.00 fi(t JI STRIIGIl(E,REINFORCED 1:ONCRF.TE 000 SECTIONS,9 FT X 3 El' LFT 150.00 LET 5497,35 574,602.50 69 PIPE,:REINFORCED{:ONCRFTE,CIRCULAR.12'IN 38,00 LET 1180,90 LET $33.25 $1,263.50 $39.564.18 7D PIPE,REINFORCED CONCRETE.CIRCULAR,15 IN 61.50 LE1' 94,00 LET 5311.00 $2,214.00 53,384,00_ 71 PIPE,REINFORCED CONCRETE;C.IIU:IIIAR.IB IN 162.50 LET 918.75 LEI 539.00.. $6,337.50 535.831.25 72 PIPE„REINFORCED CIINCREiI);CIRCULAR,24 IN 124.50 LEI' 423.50 LFT 551.00 $6,349.50 521,598.50' 73 PIPE,REINFORCED.CONCRF.TIi,CIRCULAR,30 IN LFT 74.00 LEI $70.00 55.624.00 74 PIPE.REINFORCED CONCRETE,CIRCII AIL 36 IN LEI' 195,80 LEI 5117.110 517,121.60 75 PIPE,kF.INFORCODTIONC11LTE,CIRCULAR,54 1N LEE 159.00 LET. 81:18.00 $21,94200 70 PIPE..REINFORCED-CONCRETE,C.IIICOLAII,COIN LFT LET 5191,00 77 VIDEO INSPECTION FOR PIPE LET LET $1.20 78 PIPE,TYPE 4 CIRCULAR 6 IN LET 2456.50 LFT 55.20 _ $12.773.80 • 79 AGGREGATE FOR IINDE1tDRAINS COS 211.25 CYS 132.00 56.760.00 80 VIDEO INSPECTION I'OR UNDERDRAINS. LET LET 50.95 01 GI:OTEN/ILES FOR•INDI'RDRAIN SYS 1803.81 SYS 01.00 51.803.81 82 INLET,CM' EA ' EA 5400,00 83 INL0T.I7 EA 1.00 EA $1,275.00 51,275,00. 114 INLET,F% 1.00 EA 1.00 EA 11,300.00 $1,300.00 $1,300.00 115 INLET,WI 1.00 EA 11,00 EA 51,500.00 $1,600.00 517,600.00 81, INLET.6110 2.00 EA '7,00 EA 11,600.00 53,200.00 $11,200.00 87 CATCH BASIN,07 EA 1.00 EA 11,500,00 51.500.00 88 CATCH BASIN,K 10 1.00 EA 12.00 EA 11,700.00 $1,700.00 $20.400.00 89 PIPE CATCII BASIN,111 IN EA EA 11.300.00 90 PIANIlOLli.C4 4.00 EA 20.00 EA S1 110000 57,200.00 536.000,00 91 MANHOLE.L4 EA 1.00 EA 55,900110 55.900.00 92 SIANIIOLE,14 EA 6.00 EA 52,900.00 517 400.00 '13 CATCIJ BASIN,ht 10 1,00 EA 7,00 EA 11 300.1)0 $1,900.00 513.300.00 91 STRUCTI112E,REINFORCED CONCRETE THREE- SIDED SECTIONS.24111N 0 72 IN L P'T 142.79 LF'I 12,029.50 $289,792.31 95 SANITARY STRII(:TIJRES.ADJUST TO GRADE EA EA 1920.00_ 96 PUMP-AROUND EA 2.00 EA 312,000.00. 524 000.00 97 110AU CLOSURE SIGN ASSEMBLY 112 24,00 EA 5270.00 56 480.00 98 DETOUR ROUTE-MARKER ASSEMBLY EA 30.00 EA 8190.00 53.000,00 99 CONSTRUCTION SIGN,A EA 18.00 EA 520000 53,600:00 1110 MAINTAINING TRAFFIC LS 0.85 LS 523,866.61 $20,206.62. 1111 BARRICADE.11111: LET 304,00 LET 511.00 53,040.00 102 DECORATIVE STREI)T'SI(:NASSEMBLY EA 3.00 EA $1425.00 54.275.00 SIGN POST,SQUARE,TYPE I.REINFORCED!B3 ANCHOR BASE LET 221.50 LIT 111.00 52437.60 1114 SIGN,SIIEI?T,WITH LEGEND 0.080"'THICKNESS SILT 80.50 SET 014.00 51,128,40 IBS SIGN,SHEET,WITH LEGEND.0.I00'THICKNESS OFT 77.55 SET SIS.00 $1.164.75 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 17.00 EA 10,875.00 $150,875.00 107 CABLE INTERDIICT 734.00 LET 1598.00 LET 09.50 $6,973.00 $15,152.00 108 LIGHTING POWER DISTRISUTION.I'ANEL EA 1.00 EA 15.200.00 $5,200.00 109 HANDHOLE,LIGHTING EA 8.00 EA 5600.00 54,800.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LFT 185:00 LET 510.00 51.942.50 111 WIRE.NO b COPPER IN PIASTIC DIICi',IN CONDUIT:1/II 1.1.1 185.00 LET 57.25 51.341.25 WIRE.NO 6 COPPER IN PLASTIC Di icr.IN 112 TRENCH,4 I M. LET 477.00 LET 57.25 53 458.25 113 IIANDIIOLE 4.00 EA 6.00 EA 51150.00 53,400,00 55,100.00 114 TRANSVERSE MARKING,THERMOPLASTIC. 'SIIARKS TEETII" LET 37.00 LFT 55,66 5185.00 115 LINE,THERMOPLASTIC.BROKEN,WHITE.12 IN.3 ' ET STRIPE-3 FT GAP LFT 84.00 LFT 02.00 5158.00 l l6. LINE.THERMOPLASTIC,BROKEN.1VHITE.61N,3 PT STRIPE-3 FT GAP LFT LEE 61.0RI PAVEMENT MESSAGE KIARKING, 117 THERMOPLASTIC,EISHHOOK LANK INDICATION ARROW EA 4.00 EA 58000 5320.00 1 Jti TRANSVERSE MARKING TIIERMOPLASI1I: CROSSWALK.WHITE 24' LFT 300.00 LET 56,00 51,800,00. 119 LINE.THERMOPLASTIC,BROKEN,WIIITF.,4 IN LFT 190.00 LET 10,69 $114.00 120 LINE.THERMOPLASTIC,SOLID,WI11114.,4 IN. LET 137860 LFT 5050 $689.30 121 LINE.THERMOPLASTIC:SOLID,YELLOW.41N LEI 864.00 LET 50,60 5518.40 122 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW I A 7.00 EA 550.00. $350.00 123 SNLIWI'L(IWARLE RAISED PAVEMENT MARKER EA EA $2011.00 124 GENERAL CONDITIONS LS LS 55,0110.00 125 IMPORTED FILL CYS CYS 56.05 .126 GRADING COO 7800.00 CYS 16.50 550.700,00 127 _ASPHALT SURFACE COURSE 'I'/1N 99.03 TON 5147.03 $8.678:00 12R ASPHALT INTERMEDIATE:COARSE TON 298,77 TON 509.60 520.794.39- 30;6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 511/15 through 5/31115 Item DesctiMion Quantity thls Total Quantity Unit Total Pay, , -Total Pay Na, ''Estimate .to-Date Price thisEstlmats. -toDate.,,, '129 453 CRASHED LIMESTONE TON 465.72 TON 620.00 59,314,40 130 36'RCP STORMWATEIt.PIPE LET 256.00 LFT 080.00 320.480.00 131 CONCRETE ENI)SECTION EA 6,00 EA SI.41(l.)I0 58,450.00 132 6 PIlOT PRECAST WALL SYSTEM LIT 1073.00 LFT 5143.00 $282:139-,00 133 8 FOOT PRECAST.WALL SYSTEM LFT LIT 519743 134 SEGMENTAL BLOCK WALL IF 323,26 FF 53560 511.314,10 135 IRRIGATION SYSTEM I.5 0,45 LS 1197,00600 543,875,00 136 -'OVERSIZED COBBLE STONE COS 12,99 COO 510000 $1,299.00 137 090171 MERAMEI:STONE . CPS. 28.52 CYS 590.00 $2,556,80 • (38 STONE BARK CYS 22.78 (:YO 5130,00 52.961 40 139 SIP RAP CYS 80.33 CYS 561,00 54,900,13 140 MESIC:PRAIRIE MIX Al: AC -63,520.0(1 141 LOW STATi1RE4`RAIRE MIX 0.91 AG: - 0.91 AC 53.1.55:00 $2,871.05 52.871,05 142 YARROW SEED 0.61 .AC 0,89 Al: 81.460,00 51,195.60 $1,744.40 143 CREEPING RED PESCIIfi SIT SET 50,10 144 TURF SEED 29265.07 SIT 117505.30 SIT 5610 $2,926.51 511,750.53 145 GINKGO(MALE) 10.00 IAA 17.00 EA $400.00 54,000.00 56,800,00 140 SWAMP WIIITF,((Al) IAA 1200 EA $360.00 54.320,00 147 RED OAK 6,00 EA 31.00 EA 5330,00 51,980,00 510,230.00 148 DOWNY SERVICEIIERRY 25,00 EA 47.00 EA 511,0.0n 54,000.00 57.520.00 149 KOUSA DOGWOOD EA 7,00 EA 5190.00 51.330.00 150 EASTERN 0006110 EA 50.00 EA 5165.0(1 58,250.00 101 KWANZAN.CHERRY EA 44.00 EA 5105.00 57,260.00 152 WHITE PINE EA EA 5185.0(1 103 BLACK(:HOKEIIEIIRY 2.00 EA 36.00 'GA 045.08 $90.00 51.620.00 154 KARL I'OICROTER REEDGRASS EA 202.00 EA 523.0(1 $4,646.00 155 ARTIC FIRE DOGWOOD EA 19.00 EA 517.00 5703.00 (S6 GREY OWL IUNIPER EA 95.00 EA 537.0(1 $3,515.00 107 IIAMELIN DWARF FO((NTAIN GRASS EA 130.00 EA $10,00 51 950.00 1511 NINESARK 2.00 EA 42.00 EA 040.110 $80.00 51,680,00 109 DAPPLED WILLOW 21.00 EA 21.00 EA $40,00 5840,00 5840.00 160 DIVARI DELPHINIUM EA 1377.00 EA 54.20 55.783,40 161 KIM'S KNEE 1111111(:ONEI'LOWIIR EA 311.00 EA 514.08 54.354,00 162. 101,'iENli-Nif,HOLE.0401.110 EA 251.00 EA S11.110 $3413.60 163 EVERGREEN CANDYTUPT EA 746.00 EA 54.211 $3.133.20 164 BLACK EYED SUSAN EA 253,00 EA 31400_ _ $3,542.00 165 TEMPORARY SILT.FENCE LFT' 2366.00 LFT' $1.25 52,957.50- 166 EROSION CONTROL 111LANKET 39638.75 OFT 50254.73 SIT _ 50:20 57,927,75 $10,050.95. 167 INLET I'ROTECrION EA 13.00 EA 6100.01, $1,950.00 16(1 PEDESTRIAN STOP SIGN EA EA 5280.110 169 113lN THERMOPLASTIC STOP BAR LFT LIT 96,011 170 WEED BARRIER-FABRIC: SIT 13491.25 SET 50.18 52.428.43 171 DOUBLE SHREDDED HARDWOOD MULCFI CYS 87,24 CYS $60.58 .$5,234.40 172 STEEL EDGING LFT 1536.10 LIT 95.25 58,064.53 173 AUSTRIAN PINES(PINES NIGRA) EA EA 5230,80 TOTAL 9294,905.14 53,152.734 45 ALTERNATE BID A Al CONSTRUCTION ENGINEERING LS ' 0.75 LO $10,000.00 $7,500,00 A) MOBILIZATION AND DEMOBILIZATION LS 1.00 LS 544400,161 $44400.00 53 CLEARING 1(111111'OF WAY LS 1.00 LS 57,0010.010 57.000,00 A4 C:0110.CONCRETE.REMOVE LIT 109.50 LFT $5.00 5547.00 • AS C:1RI(ANU GUTTER.REMOVE 28.00 LIT 3813.00 LIT $4:50 $126.00 .$17,158.50 AS INLET.REMOVE IAA EA 5415,00 A LIGIIT STANDARD AND FOUINDA'I'ION,REMOVE EA 5.00 EA 5300,00 51.500.00 A79 LIGHT STANDARD.RF,MOVE EA 4.00 EA $300.00 $1,200.00 AR PIPE,ABANDON AND(,ROUT FILL LFr LIT 511.00 A9 EXCAVATION,COMMON CYS 5409.17 Coo 523.00 $124410.91 410 TEMPORARY EROSION 6 SEDIMENT CONTROL, CURB INLET PROTECTION EA 13.00 EA 555,00 51,105.00 Al). TEMPORARY SILT FENCE 14.00 LIT 1104.00 LFT 51,25 $17.50 51.380,00. 412 NO2 STONE TON 155,74 TON $17.25 $2,876.27 A13 St1RGRADE TREATSIENT,TYPE-1 SYS SYS 56,24 At4 SIIBGRADE TREATMENT,TYPEIIIA SYS 85.00 SYS 51.2.00 51,020,00 • • 40)5 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 511/15 through 5/31115 Item Desdlption Quantity this Total Quantity Unit Total Pay Total Pay No. Estimate . to Date .Pike this-- stlmate •to Date ■ A15 STRDC IIRAL IIACKFILL;TYPE I CY'S 128.00 COS $23.1 S $2.963.20 616 CIIEMIFALMODIFICATION,SOILS. SOS SYS .55,45 017 CORIPACTED AGGREGATE,NO,53.BASE 369.69 TON 369.69 TON 520.00 57,393;80 57,393.80 A114 COARSE AGGREGATE.508 TON TON 540.00 AI9 MILLING:ASPHALT.1172 IN SYS SYS 50.90 A20 PROFILOGRAPIL 111116 GS LS 51.00 A21 IIMA.INTEIII-IEDIATE,TYPE 1(IG,190 MM TON, TON 552.00 A22 IIMA SURFACE,TYPE A, 75.17 TON 75.17 TON $106.00 $7,968.02 57,968.02 623 IIMA SURFACE,TYPE C, TON TON 505,00 624 IIMA INTERMEDIATE,TYPE A 184.97 TON 184,97 TON 568.00 912,577.96 512,577.95 A25 1IMA.INTERMEDIATE,TYPE C TON 1358.24 TON $52.00 571.148.48 A21, IIMA BASE,TYPE C TON 2160,38 TON $49.00 5105,858,62 A27 ASPHALT FOR TACK.COAT TON TON 51.00 A29 CURB RAMP.CONCRETE.TYPE C. 31.93 SOS 31.93 SYS 0113.00 $3,608.09 53.50809' A29 CURB RAMP,CONCRETE.TYPE K 30.19 SYS 30.15 SYS 513900 $3,924.70 53,924.70 630 CURB AND GUTTER,TYPE 11 28.00 LET 2620.00 LET S12.00 5336.00 531,440.00 A31 CURB AND GUTTER.TYPE III LET LET 512.00 632 I'CCP FOR APPROACIIES,9 IN. SOS 36.00 SYS 502.00 51,87200 MOBI LIZAT'ION AND DEMOBILIZATION FOR A3, SEEDING EA EA 5200.00 634 5EED MISTIIRE,T LBS LBS 51,35 '13S MULCHING MATERIAL TON TON 5400.00 63■ WATER Kgai KOaI 51.00 A37 TOPSOIL 555 CYS 51,00 •6311 SODDING,NURSERY SYS SYS $3.11 A39•PIPE,REINFORCED CONCRETE,CIRCUIlAR.12 IN LET 332.00 LET 533.25 511,039.00 5,40 PIPE,IIF,INFORCF'D CONCRETE,CIRCULAR THIN LET 35.50 LET 545.00 51,642.50 641 PIPIT;REINFORCED CONCRETE.CIRCULAR 2119 LET LET 57000 A42 PIPE,REINFORCED(:IINCRETE.CIRCI ILA II 24 IN LF'I' LOT 560.00 643 VIDEO INSI'E TIO FOR PIPE LET LET $2.00 A44 PIPE,TYPE 4 CIRCULAR 6 IN LET 28.00 LET $5.20 $145.60 A45 AGGREGATE FOR I/NDERDRAINS C.I'S 2.52 ITS 532.00 580.84 A411 GECFEE}:TILES FOR UNDERDRAIN SYS SYS $0.75 A47 CASTING.ADDIST TO GRADE EA 1.00 EA 5665.00 5665.00 648 INLET,CAP EA EA 5400.00 649 INLET,I II) EA. 5.00 EA 51 000.00 $8.000.00 A50 INLET M.10 EA 1.00 EA 51.0011:00 _ 51,600.00 651 MANHOLE,(:4 EA 1.00 EA ' 01,800.00 51,800.00 A52 MANI3OLE.J34) EA 4.00 EA 53,300.00 513,200.00 A03 ROAD CLOSURE SIGN ASSEMBLY EA 11.00 EA 0270,00 $2,970.00 654 DETOUR ROUTE MARKER ASSEMBLY EA 15.00 EA 565.00 5975.00 ASS CONSTRUCTION SIGN,A EA 6.00 EA 511)0.011 5600.00 ASS MAINTAINING TRAFFIC LS 1.53 LS 5,1,06497 $9,279.40 057 BARRICADE:III-B LET 248.00 LFf 5(0.00 52,480.00 ASH SIGN P11SF'SQUARE,TYPE 6 REINF"7RCE:II i 699:11(1111160E LET 25.65 LET $11.110 5293.15 AS9 SIGN,StIEET.WITH LEGEND 0.0110 IN THICKNESS SE 18.75 SF 514.00 5262,50 61,0 SIGN.SHEET,WITH LEGEND 0.100 IN THICKNESS SE SF 515.00 Anl DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 9.75 EA 50,3110.00 580.92600 A62 ('..AI3LEINTERDIICT 862.00 LET 143200 LET 59.50 58,189.00 513.604.00 A6:3 HANDIIOLE.LIGHTING EA EA 5600.01) 604 CONDIIIT,STEEL,GALVANIZED,2 IN LET 80.00 LFT 510.50 5840.00 WIRE,NO 6 COPPER IN PLASTIC.DUCE IN #85 TRENCH,4.1/3 LET LET $7.25 6115 IIANDIIOLE 3.00 EA 3.00 EA 5850.00 52,550.00 $2,550.00 Ati7 WIRE,NO 6 COPPER IN PL.ASI'IC D11171,IN CONDUIT 1/3 LIT LET 57.25 A6R 'fRANSVI,RSE MARKING TIIERMOPIASTIC. CROSSWALK,WHITE 24" LET LET 170,001 5 of6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 511/15 through 5131115 Item Description Quantity this Total Quantity Unit Total-Pay Total Pay No. Estimate to Date Price this Estimate 'to Date 069 LINE,TUEI{MOPLASTIC,.BROKEN.WHITE,4.IN LFT LFT 01.00 A70 LINE.TIIERMOPLASTIC,SOLID,WHITE.4 IN. LFT _ LET 51.50 A71 LINE.THERMOPLASTIC,SOLID,YELLOW.4 IN LET Cyr SLOE TRANSVERSE MARKING THERMOPLASTIC STOP 0,2 LINE,24' LFT LET 510.00 PAVEMENT MESSAGE MARKING, A73 THERMOPLASTIC.LANE INDICATION ARROW EA EA $50.00 A74 PAVEMENT EIESSAGE:MARKING. TIIEROIOPLASfIC.WORD,'ONLY" EA EA 5100.00 A'S SNOWPLOWAOLE-RAISED PAVEMENT MARKET{ EA EA 5200.00 1176 SIGNAL SUPPORT FOUNDATION.36 IN X 144 IN EA EA 52.100.00 1177 SIGNAL STRAIN POLE,STEEL.30 Fr EA EA 54 500.00 078 IIANDFIOLE.SIGNAL LEA EA 51175.00 A'1 CONDUIT;STEEL,GALVANIZED,2 IN, UNDERGROUND LET 40.00 LFT $10.50 $420,00. • 080 SIGNAL CABLE,1C/14 GA LET LET 60.16 1181 CONTROLLER AND CABINET,MASTER,MENI( DRIVEN,R PHASE EA 0.99 EA 08,605.01) $8,560.15. TRAFFIC SIGNAL HEAD.:3 FACE,12 IN RED. AR` AMBER,GREEN EA 3.19 EA 5620.00 51.977.80. A83 TRAFFIC SIGNAL HEAD.S FACE.12 IN RED. AFIRER,GREENAMRER ARROW,GREEN ARROW IiA 0.78 EA 5925.00 $700.23 AR4 SPAN.I:ATENARY:ANDTETIIER EA EA 01,700:00 ARS DISCONNECT FIANGER FA EA 1275110 AR6 SIGNAL.CABLE,SC/14 GA LET LFT 51.50 087 SIGNAL CABLE.7C/14 GA LET LET 51.65 AFl)) SIGNAL CAIBLIE,3C!8 GA LEI' LET 5250 008 SIGNAL CABLE.2C/l6 GA,SHIELDED LFT LFT 50.75 090 SIGNAL DETECTOR •011SI NG EA EA 5550.00 091 SAW CUT FOR ROADWAY LOOP AND SEALANT LET LET 56.00 A92 CONTROLLER CABINET FOUNDATION.PI EA EA 01.025.00 A9:1 SIGNAL SERVICE EA EA 1500.00 094 1:001'ocncrou DELAY AMPLIFIER.2 CHANNEL. EA EA 5250.00 MISCLI.LAN E01IS F.QI II PMENT FOR TRAFFIC A'IS SIGNALS LS LS $500.00 TOTAL AL'TERNA'TE 1110 0 $46,691.07 $523.463.02 ALTERNATE 010 B ITEMS RI coNSTRill:710N ENGINEERING LS 0.50 LS 54;10400 $2,200.00 02 EIORILIZATION AND DEMOBILIZATION LS 1.00 LS 512,613.011 $12,543.00 83 CLEARING RIGHT OF WAY LS 0.75 LS 05.600.00 53,750.00 B4 EXCAVATION.COMMON 500,00 CYS 1519,00 CYS 013AO $6,500.00 $19,747.00 BS TEMPORARY SILT FENCE 100.00 LFT 136.00 LET 51.25 $125.00 5170.00 Bo SIIBGRADE TREATMENT,TYPIi.111,6 SYS SYS 50111 87 STRIICTIII{AL BACKFILL,TYPE 2 CYS 543.67 CYS 027.1$ $14,760.64 08 STRUCTURAL BACKFILL-,TYPE 3 CYS 237,75 CYS $21.15 $5,028.41 119 IIAIA SURFACE,TYPE O TON TON 5110.00 1310 HMAINTERMEDIATE,TYPE II TON TON 545.00 1311 ASI'FIALT FOR'MACK COAT TON TON 0480.00 012 GI1ARORA IL ENDTI1F,ATMENT,I EA EA 51,200.00 013 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING (Cl' LET 630,00 013 HANDRAIL PEDESTRIAN LEI' LET 5145.60 BLS PCCP FOR APPROACHES,9 IN SYS SYS $5135 MOBILIZATION AND DEMDOILIZATION FOR 016 SEEDING EA EA 0200.00 Iii) EROSION CONTROL BLANKET SYS SOS 01.17 1119 GEOTEXTILES SYS 100.00 SYS 63,39 3339.00 019 RII'RAI',REVETMENT TON 248.02 TON S3 S.00 $11,680.70 820 SITED MIXTIIRE,T LOS LOS 613$ 521 MULCHING MATERIAL TON TON 110000' 1122 WATER (GAL 61701. 511111 523 TOPSOIL CYS CYS 01.00 1 014 51UDiNG.NURSERY SYS 515 53.27 025 PUMP-AROUND EA 1,00 EA 04,000,00 54.000.00 $Ili,REINFORCED CONCRETE 3-SIDED,210 IN X 02 13.55 LET 55.55 LET 033,739,50 $138,319.50 96 IN 52;490.00 TOTAL ALTERNATE;010 B $40,364.50 5209.638.25 CIIAAGEOI{DERS ITEMS COI 010,10 IRRIGATION REPAIR LS 1.00 LS 56,296.00. $6,296.00 (02 STREET DEPT IRRIGATION ATSFLI'1TERS LS 1.00 LS 01(1,106,20 910,105.20 1:03 lli RCP End Sectinn P.O EA 51,079,61 CO-I 24"RCP.EmISecUnn EA 1.00 EA 11:162.61 $1,162.61 ((IS 36'RCP End Section EA 1.00 EA 1161461 $1 010.61 C46 Si"RCP End Section EA 1.00 EA $2,502.61 $2.552.61 • (07 60'11Cl'End Sect-inn (IA EA 13,346.61 CO8 STREET LIGHT FOUNDATIONS EA 4.00 PA 61.280.50 55,158.00 1:09 NORWAY SPRIII:6 EA EA 57119511 CON A'Precast Wall column Stair Change. LS 1.00 LS S12,190.'3 512,190.43 0011 Unforeseen lhiIity Ad(lrsbnents 1,5 1.00 LS 13,3914.00 $3.36600 li 0012 ilnforeseenStruO,ire/Plan AdinsIlnems 1-5i 1,00 LS 02,2411,00 $2.248.00 0.013 lapmuseSeikra'a,2.5' IIA EA 0365.00 0)14 lataneseTree Lilac,1.5' EA EA 6190,00 1:+115 Ruby Red llusserhesinuI 1,1" EA 22.00 Ii0 5230.00 SS,060.00 5 o16 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 5/iris through 5/31115 Item . Description • Quantity this Total Quantity Unit Total Pay ,Total Pay No - Eatitnatti to Oats Price this'Estlmato to':Date (:016 Norway Spruce.G EA 17.00 EA 5215.00 53.655,00 COI 7 Plant Trees per tlprlaterl Details EA EA 130.09 (:018 Private Irrigation Utility Repair LS 15 54,8 59.59 1:019 Phase 1ll.0(11(0 Work LS LS S7,376.70 0020 Geogrid SYS 5839.21 SYS 5294 517,167.28 7021 Freezeguard 40S0 C7•S 72,00 CYS S13.20 $950.40 0022 Freczeguard 2029 CYS 97,00 (:YS SI92r, 51.771,22 0023 1'197 klohilOation LS 1.00 LS 5550.00 5550.00 (:024 1'PM.faint Broken White 4 IN LF 1290.00 1.1: S1.10 51A19.00 0025 TPM,faint,Solid White 4 IN LF 346.00 LF 51.10 5380.60 CO26 TPM.Paint.Solid Yellow 4.IN LF 1314.00 LF S1.10 51,445 40 0027 '1091,Paint,Stop lane 24 IN LF 40.00 LF 53.30 5132.00 CO28 TPM,Paint.Arrow EA 3,00 EA 566.00 5198.00 0029 Utility Conflict Consuuctinn.Re•Engineering LS 1.00 LS 54,768.04 54.768:04 0030 9•'Creep,873 Stone TON 5309.94 TON 410.02 595.685.12 (:(131 B tiorrme CYS 65955 CYS 51578 $10.391.92 (:032.Utility Delay Winter Paving EWA LS LS $25,049.13 0033 Replace Existing Lighting F isle res LS LS $4,351.03 0034 C035 CO3ti _ 5188,305.44 1 TOTAL BASE.ALTERNATE A.ALTERNATE B AND ANY ADDITIONAL ITEMS I 5381860.71 1 54.174.141.16 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $381,960.71 TOTAL PAY TO DATE $4,174,141.16 DEDUCT 10%RETAINAGE $417,414.12 DEDUCT PREVIOUS NET PAY ESTIMATES $3,412,962.40 NET PAY ESTIMATE NO. 15 5343,764.64 CrossRoad Engineers.PC Ot'.Al►fl.lZi "Sa '��//�` 6- fO-I { Inspecting Firm Ely?4 ��V Date / E&B.Paving, Inc. 4.-' 6` y -/5I Contractor /5/1„,P-e.....- By Dale • it