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2013 Illinois St pay request 13 ABl�u o0 ullWI, Omo 000 Imo- CITY OF CARMEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction#13 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 Cannel and the Huntington National Bank, - Construction Account#4087000986 Dear Kim: On May 11, 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 Cannel, IN 46032 City of Cannel, Indiana 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: El1en.Campbell a,huntingt on.com DEPARTMENT OF ENGINEERING ONE C[vlc SQUARE, CARMEL, IN 46032 OFFicE 317.571.2441 FAx 317.577.2439 EhMAn. enginvering«carmnel.trigov Illinois Street Bond Construction Account#4087000986 Disbursement Request# 13 May 11,2015 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. $195,702.06 Project 10-10;Illinois Street Extension 17042 Middletown Avenue Invoice#13;PO#25297 Noblesville,IN 46060 Construction TOTAL $1 95,702.06 CONSTRUCTION PROJECT INVOICE DATE: May 11, 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.: 13 Construction pay items as per Progress Pay Estimates No. 13 as shown on the attached invoice for work completed between the dates of April 1, 2015 to April 30, 2015 TOTAL PAY THIS ESTIMATE: $217,446.73 MINUS 10% RETAINAGE: (-) $21,744.67 TOTAL NOW DUE: $195,702.06 Submitted by CrossRoad Engineers, PC ,mi l #117/5 Project Representativ - signed name Date Lance Stahley Project Representative - printed name 1 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 411115 through 4130/15 tiN` . €` .>ai: ept �' r rJ.ze`e a.t 3 w�: �'e'I€y �,1a3...> `trip e ,Nl d �IN `"-qua s+ , Item' '�i Et �` pescn tlon' '� ii,€ , i4 Quantity this Total'Quantlty,3, F al 'Unit a' E� � �R ,�,p �x � a s ,Total Pay�� Total Payer. bbl "l it, r st t _�' 1 * , < e i stt No`s�� ,�, �� i� � �� r �� ,�stimate� ��,� to Dated i� � F'noe�� 4� this Estimate 0118115;14t41 : ,,a :,�? s+ t' �„ -`§- u,�a k `5d�r y. t e. ,� r "�n . 0 0;; �'"'y V i t'I i, m, as ��a'�'s a ,.d•�„q'��rcs. '� �as��'", ...��..�i' ,-:, , .�„e��.�,�a�4 E.�.::��7 7�_ �"�.�-.'''�.. _,�id,� ..`�M<.,a ;?a��. �a a"-�-1.m..a 1 CONSTRUCTION ENGINEERING LS 0.75 LS $75,000.00 $56,250.00 2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,570.00 $273,570.00 3 CLEARING RIGHT OF WAY LS 1.00 LS $75,000.00 $75,000.00 4 PAVEMENT REMOVAL SYS 43.98 SYS $10.00 $439.80 5 PAVED SIDE DITCH,REMOVE LFT 96.00 LFT $8.00 $768.00 6 CURB,CONCRETE,REMOVE LFT LFT $5.00 7 CURB AND GUTTER,REMOVE LFT 2700.00 LET $4.50 $12,150.00 8 INLET,REMOVE EA 9.00 EA $415.00 $3,735.00 9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00 10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00 11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 3.00 EA $300.00 $900.00 12 PIPE,REMOVE LFT 478.60 LFT $16.50 _ $7,896.90 13 EXCAVATION,COMMON 3053.00 CYS 29993.00 CYS $7.15 $21,828.95 $214,449.95 14 BORROW CYS 5504.00 CYS $1.00 $5,504.00 15 TEMPORARY EROSION&SEDIMENT CONTROL, CURB INLET PROTECTION EA 33.00 EA _ $85.00 $2,805.00 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP 131.69 TON 308.01 TON $26.50 $3,489.79 $8,162.27 17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00 18 TEMPORARY MULCHING TON 20.64 TON $700.00 $14,448.00 19 TEMPORARY SEDIMENT TRAP TON 60.28 TON $26.50 $1,597,42 20 TEMPORARY SILT FENCE LFT 4681.90_ LFT $1.25 $5,852.38 21 NO 2 STONE 273.57 TON 624.19 TON $17.25 $4,719.08 $10,767.28 22 SUBGRADETREATMENT,TYPEIA SYS 12212.81 SYS $6.25 $76,330.06 23 SUBGRADE TREATMENT,TYPE MA SYS 547.20 SYS $6.10 $3,337.92 24 STORMWATER QUALITY STRUCTURE,1.0 CFS EA 2.00 EA $19,100.00 $38,200.00 25 STORMWATER QUALITY STRUCTURE,1.6 CPS EA 0.54 EA $25,150.00 $13,581.00 26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00 27 STRUCTURAL BACKFILL,TYPE 1 124.20 CYS 2467.34 CYS $21.15 $2,626.83 $52,184.24 28 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15 29 CHEMICAL MODIFICATION,SOILS , SYS 1906.10 SYS $5.45 $10,388.25 30 COMPACTED AGGREGATE,NO.53,BASE TON 794.13 TON $20.00 $15,882.60 31 COARSE AGGREGATE,NOB TON TON $40.00 32 COMPACTED AGGREGATE,NO.53, TON 93.19 TON $30.00 $2,795.70 33 MILLING,ASPHALT,1 1 2 IN SYS 153.34 SYS $12.50 $1,916.75 "i IMPACr:Yii ....-___- • !." -. ! T 35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON_ 800.81 TON $49.00 $39,239.69 36 HMA SURFACE,TYPE A TON 119.39 TON $86.00 $10,267.54 37 HMA SURFACE,TYPE C TON 615.06 TON $78.00 $47,974.68 38 HMA INTERMEDIATE,TYPE A TON 289.30 TON $59.00 $17,068.70 39 HMA INTERMEDIATE,TYPE C TON 869.66 TON $53.00 _ $46,091.98 40 HMA BASE,TYPE C 574.67 TON 3276.26 TON $52.00 $29,882.84 $170,365.52 41 HMA FOR APPROACHES,TYPE B TON 174.70 TON $75.00 $13,102.50 42 ASPHALT FOR TACK COAT TON 0.44 TON $1.00 $0.44 43 CONCRETE PAVEMENT,TRUCK APRON,7" 17.59 SYS 398.59 SYS $47.52 $835.88 $18,941.00 44 GUARDRAIL,REMOVE LET LFT $5.00 45 GUARDRAIL END TREATMENT,OS EA EA $3,000.00 46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET LFT $30.00 47 CURB,CONCRETE,STRAIGHT LFT 250.00 LFT $14.00 $3,500.00 48 CURB RAMP,CONCRETE,C SYS 62.60 SYS $117.00 $7,324.20 49 CURB RAMP,CONCRETE,L _SYS 36.20 SYS $106.00 $3,837.20 50 HANDRAIL,PEDESTRIAN LFT LFT $145.00 51 CURB AND GUTTER,TYPE II LFT 2122.95 LFT $12.00 $25,475.40 52 CURB AND GUTTER,TYPE III LFT 1222.70 LFT $12.00 $14,672.40 53 CURB,MODIFIED,ROLL LET 336.00 LET $16.00 $5,376.00 54 PCCP FOR APPROACHES,9 IN, S S $45.00 _ 55 MAILBOX ASSEMBLY,SINGLE EA EA $200.00 56 GEOTEXTILES 387.87 SYS 1849.02 SYS $1.12 $434.41 $2,070.90 57 RIPRAP,REVETMENT TON 255.65 TON $21.00 $5,368.65 58 SCREENING WALL _ LS LS $142,150.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 2.00 EA $200.00 $400.00 60 EROSION CONTROL BLANKET SYS 4502.07 SYS $1.17 $5,267.42 2 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 411/15 through 4/30/15 k "; ��g r�T X " 1, , -r tt � �aeR g 'V f �PMW 4 s 3 ��$s �r=� ie0 V t `P r l Item � t eS� pt10,17P A , . B,,Quantity ts 'f M-rataaQuntt � Un E> TotaI PyF rQtaPay„ No Dz +i k odi d Estie° a g to1Data v it Pce thisEstrmtl o De ` a T: o . F E J , v a e � a . . ig NS " WStrA ie -N4∎ >' � � , ,,c, x . . x tbe,i!,Mir, _ 61 SEED MIXTURE,T LBS LBS $1.35 _ 62 MULCHING MATERIAL TON 1.78 TON $400.00 $712.00 63 WATER Kgal Kgal $1.00 64 TOPSOIL CYS CYS $1.00 65 SODDING,NURSERY SYS 807.22 SYS $3.10 $2,502.38 66 IRRIGATION,CONDUIT,PVC,4 IN. LFT 556.00 LFT $11.40_ $6,338.40 67 FIELDOFFICE,C 1.00 MOS 13.00 MOS $1,500.00 $1,500.00 $19,500.00 68 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 FT X 3 FT LFT 150.00 LFT $497.35 $74,602.50 69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN 241.00 LFT 1151.90 LFT $33.25 $8,013.25 $38,300.66 70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 32.50 LFT $36.00 $1,170.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFT 756.25 LFT $39.00 $29,493.75 72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 299.00 LFT $51.00 $15,249.00 73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LFT 74.00 LFT $76.00 $5,624.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR,361N LFT 196.80 LFT $87A0 $17,121.60 75 PIPE,REINFORCED CONCRETE,CIRCULAR,54 IN LFT 159.00 LFT $138.00 $21,942.00 76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT LFT $191.00 77 VIDEO INSPECTION FOR PIPE LFT LFT $1.20 78 PIPE,TYPE 4 CIRCULAR 6 IN 1030.00 LFT 2456.50 LFT _ $5.20 $5,356.00 $12,773.80 79 AGGREGATE FOR UNDERDRAINS 88.57 CYS 211.25 CYS $32.00 $2,834.24 $6,760.00 80 VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95 _ 81 GEOTEXTILES FOR UNDERDRAIN 741.64 SYS 1803.81 SYS $1.00 $741.64 $1,803.81 82 INLET,CAP EA EA $460.00 83 INLET,E7 EA 1.00 EA $1,275.00 $1,275.00 84 INLET,F7 EA EA $1,300.00 85 INLET,J10 3.00 EA 10.00 EA $1,600.00 $4,800.00 $16,000.00 86 INLET,M10 1.00 EA 5.00 EA $1,600.00 $1,600.00 $8,000.00 87 CATCH BASIN,E7 EA 1.00 EA $1,500.00 $1,500.00 ^88 CATCH BASIN,K10 EA 11.00 EA $1,700.00 $18,700.00 89 PIPE CATCH BASIN,18 IN EA EA $1,300.00 90 MANHOLE,C4 EA 16.00 EA $1,800.00 _ $28,800.00 91 MANHOLE,L4 EA 1.00 EA $5,900.00 $5,900.00 92 MANHOLE,J4 EA 6.00 EA $2,900.00 $17,400.00 93 CATCH BASIN,M10 EA 6.00 EA $1,900.00 $11,400.00 94 STRUCTURE,REINFORCED CONCRETE THREE- SIDED SECTIONS,240 IN X 72 IN LFT 142.79 LFT $2,029.50 $289,792.31 95 SANITARY STRUCTURES,ADJUST TO GRADE EA EA $920.00 96 PUMP-AROUND 1.00 EA 2.00 EA $12,000.00 $12,000.00 $24,000.00 97 ROAD CLOSURE SIGN ASSEMBLY 6.00 EA 24.00 EA $270.00 $1,620.00 $6,480.00 98 DETOUR ROUTE MARKER ASSEMBLY 12.00 EA 30.00 EA $100.00 $1,200.00 $3,000.00 99 CONSTRUCTION SIGN,A 6.00_ EA 18.00 EA $200.00 $1,200.00 $3,600.00 100 MAINTAINING TRAFFIC 0.10 LS 0.85 LS $23,866.61 $2,386.66 $20,286.62 101 BARRICADE,1118 80.00 LFT 304.00 LIT $10.00 $800.00 $3,040.00 102 DECORATIVE STREET SIGN ASSEMBLY EA 3.00 EA $1,425.00 $4,275.00 103 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 221.60 LFT $11.00 $2,437.60 104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SIT 80.60 SFT $14.00 $1,128.40 105 SIGN,SHEET,WITH LEGEND 0,100"THICKNESS SFT 77.65 SFT $15.00 $1,164.75 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 17.00 EA $8,875.00 $150,875.00 107 CABLE INTERDUCT LFT 862.00 LFT $9.50 $8,189.00 108 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $5,200.00 $5,200.00 109 HANDHOLE,LIGHTING EA 8.00 EA $600.00 $4,800.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LFT 185.00 LFT $10.50 $1,942.50 111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41/C LFT 185.00 LFT $7.25 $1,341.25 112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 477.00 LFT $7.25 $3,458.25 113 HANDHOLE EA 2.00 EA $850.00 $1,700.00 I 114 TRANSVERSE MARKING,THERMOPLASTIC, "SHARKS TEETH" LIT 37.00 LFT $5.00 $185.00 3 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 411115 through 4130115 5+t ,. ,� y ' a x 'k r EIS b °� ( ` ,t)r tt x ':t. 'o p t^£ ,y- I°'��., ,f°` ite aFti � > r t� i _, i� '" �rc '''�'� Descnptiori %0 P I '!'�,,` Quantity thus �=' sj TO QuantFty. Ri '.Unit, £ ' Total Pay` ' 4 "Total"pa to Oa'? y -�3.� , § �$ `'dC' v-?rte' ',. �^ a tr ,�e z':a a +.... .e' e er �- =, A iii a 0 1 „l d Estimate a foxDate aE; I�PnceS, +-this Estimate �to€Date I$ 8 '�m v tir `Y"" 'tt �.SIIIMi ;3 a� l "ye �, t' � {,1� ''',' i `- JE ai 3a" ve�' 44:94:410q-& �.'`�� ,�».. �«:.M.�.a i raa �r'-zA€�, S> .ss,�,.ei.vE.��. .�.�, .-E x'..n.''',:esa+ �i€:3'= m;xa. 'sx` �`a*�`�'_.p.'�a ,n3. �� 115 w LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 _FT STRIPE-3 FT GAP LFT 84.00 LFT $2.00 $168.00 116 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3 FT STRIPE-3 FT GAP LFT LFT $1.00 PAVEMENT MESSAGE MARKING, 117 THERMOPLASTIC,FISHHOOK LANE INDICATION ARROW _ EA 4.00 EA $80.00 $320.00 118 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT 300.00 LET $6.00 $1,800.00 119 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LET 190.00 LFT $0.60 $114.00 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 1378.60 LFT $0.50 $689.30 121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 864.00 LFT $0.60 $518.40 122 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW EA 7.00 EA $50.00 $350.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00 124 GENERAL CONDITIONS LS LS $5,000.00 125 IMPORTED FILL CYS CYS $6.65 126 GRADING CYS 7800.00 CYS $6.50 $50,700.00 127 ASPHALT SURFACE COURSE TON 99,03 TON $87.63 $8,678.00 128 ASPHALT INTERMEDIATE COURSE TON 298.77 TON $69.60 $20,794.39 129 #53 CRUSHED LIMESTONE TON 465.72 TON $20.00 $9,314.40 130 36"RCP STORMWATER PIPE LET 256.00 LFT $80.00 $20,480.00 131 CONCRETE END SECTION EA 6.00 EA $1,410.00 $8,460.00 132 6 FOOT PRECAST WALL SYSTEM LFT 1973.00 LFT $143.00 $282,139.00 133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197.43 134 SEGMENTAL BLOCK WALL FF 323.26_ FF $35.60 $11,314.10 135 IRRIGATION SYSTEM LS 0.45 LS _ $97,500.00 $43,875.00 136 OVERSIZED COBBLE STONE CYS 12.99 CYS $100.00 $1,299.00 137 LARGE MERAMEC STONE CYS 28.52 CYS $90.00 $2,566.80 138 STONE BARK CYS 22.78 CYS $130.00 $2,961.40 139 RIP RAP CYS 80.33 CYS $61.00 $4,900.13 140 MESIC PRAIRIE MIX AC AC $3,820.00 141 LOW STATURE PRAIRE MIX AC AC $3,155.00 142 YARROW SEED AC 0.28 AC $1,960.00 $548.80 143 CREEPING RED FESCUE SFT SFT $0.10 144 TURF SEED SET 88240.23 SET $0.10 $8,824.02 145 GINKGO(MALE) EA 7.00 EA $400.00 $2,800.00 146 SWAMP WHITE OAK 12.00 EA 12.00 EA $360.00 $4,320.00 $4,320.00 147 RED OAK 11.00_ EA 25.00 EA $330.00 $3,630.00 $8,250.00 148 DOWNY SERVICEBERRY EA 22.00 EA $160.00 $3,520.00 149 KOUSA DOGWOOD EA 7.00 EA $190.00 $1,330.00 150 EASTERN REDBUD 30.00 EA 50.00 EA $165.00 $4,950.00 $8,250.00 151 KWANZAN CHERRY 36.00 EA 44.00 EA $165.00 $5,940.00 $7,260.00 152 WHITE PINE EA EA $185.00 153 BLACKCHOKEBERRY 34.00 EA 34.00 EA $45.00 $1,530.00 $1,530.00 154 KARL FOERSTER REED GRASS 63.00 EA 202.00 EA $23.00 $1,449.00 $4,646.00, 155 ARTIC FIRE DOGWOOD EA 19.00 EA $37.06 $703.00 156 GREY OWL JUNIPER EA 95.00 EA $37.00 $3,515,00 157 HAMELIN DWARF FOUNTAIN GRASS EA 130.00 EA $15.00 $1,950.00 158 NINEBARK 40.00 EA 40.00 EA $40,00 $1,600.00 $1,600.00 159 DAPPLED WILLOW EA _ EA _ $40.00 160 DWARF DELPHINIUM 420.00 EA 1377.00 EA $4.20 $1,764.00 $5,783.40 161 KIM'S KNEE HIGH CONEFLOWER EA 311.00_ EA $14.00 $4,354.00 162 ]OLYENE NICHOLE DAYLILY EA 251.00 EA $13.60 $3,413.60 163 EVERGREEN CANDYTUFT EA 746.00 EA $4.20 $3,133.20 164 BLACK EYED SUSAN EA 253.00 EA $14.00 _ $3,542.00 165 TEMPORARY SILT FENCE 68.00 LFT 2366.00 LFT $1.25 $85.00 $2,957.50, 166 EROSION CONTROL BLANKET SFT 10615.98 SET $0,20 $2,123.20 _167 INLET PROTECTION EA 13.00 EA $150.00 $1,950.00 168 PEDESTRIAN STOP SIGN EA EA $200.00 169 18 IN THERMOPLASTIC STOP BAR LFT LFT $6.00 170 WEED BARRIER FABRIC 571.23 SFT 13491.25 SFT $0.18 $102.82 $2,428.43 171 DOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 CYS $60.00 $5,234.40 4 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 4/1/15 through 4130/15 *WI MM, r 1 �^ i`„ a ¢ ,1 � $S" " " v L'� % `< ivak i Sr i€ ad' ti # ,, t� q 5 3�i a ai 'Des p ``' � �> w� `"�Qantit this ;%, TotaQuanti y lr. Toita Pa ,Total Pa^, Item lid� a D,escnptioq�«� � � ��g� �, � Y tY �� ;Un�t� "�<��, � Y`��K�� Y �� jz,i' u, .;,1 � 1t l @ `"'cli « ' ""v Esttmatel '�" PIoce thiSlEstimate` I ` Io Da fi .' rom °y**�o � `S �k�« �p+l 'i-�e.� E, a .� t9„.A1 W p�r 0_� sad•b 2E ,..4:1'02eM x A:z.-' 4c A ,' rat!Vp.,':..�., tea#Zei P, 'r :.t �; _-.�.° E4.4 to Z»'L it ,, si t 172 STEEL EDGING LFT 1536.10 LFT $5.25 $8,064.53 173 AUSTRIAN PINES(PINES NIGRA) EA EA $230,00 TOTAL $133,240.39 $2,857,829.31 ALTERNATE BID A Al CONSTRUCTION ENGINEERING LS 0.75 LS $10,000.00 $7,500.00 A2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $44,400.00 $44,400.00 A3 CLEARING RIGHT OF WAY LS 1.00 LS $7,000.00 $7,000.00 A4 CURB,CONCRETE,REMOVE LET 109.50 LFT $5.00 $547.50 AS CURB AND GUTTER,REMOVE LFT 3785.00 LFT $4.50 $17,032.50 A6 INLET,REMOVE EA EA $415.00 A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA 5.00 EA $300.00 $1,500.00 A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 $1,200.00 AB PIPE,ABANDON AND GROUT FILL LFT LFT $11.00 A9 EXCAVATION,COMMON CYS 5409.17 CYS $23.00 $124,410.91 TEMPORARY EROSION&SEDIMENT CONTROL, A10 CURB INLET PROTECTION EA 13.00 EA $85.00 $1,105.00 All TEMPORARY SILT FENCE LFT 1090.00 LET $1.25 $1,362.50 Al2 NO2STONE TON 166.74 TON $17.25 $2,876.27 A13 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24 A14 SUBGRADE TREATMENT,TYPE IIIA SYS 85.00 SYS $12.00 $1,020.00 AlS STRUCTURAL BACKFILL,TYPE 1 CYS 128.00 CYS $23,15 $2,963.20 A16 CHEMICAL MODIFICATION,SOILS SYS _ SYS $5.45 A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00 AIR COARSE AGGREGATE,NO _TON TON $40.00 A19 MILLING,ASPHALT,1 1/2 IN SYS SYS $0.90 A20 PROFILOGRAPH,HMA LS LS $1.00 A21 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $52.00 A22 HMA SURFACE,TYPE TON TON $106.00 A23 HMA SURFACE,TYPEC TON TON $65.00 A24 HMA INTERMEDIATE,TYPE TON TON $68.00 A25 HMA INTERMEDIATE,TYPEC TON 1368.24, TON $52.00 $71,148.48 A26 HMA BASE,TYPE C TON 2160.38 TON $49.00 $105,858.62 A27 ASPHALT FOR TACK COAT TON TON $1.00 A28 CURB RAMP,CONCRETE,TYPE C SYS SYS $113.00 A29 CURB RAMP,CONCRETE,TYPE K SYS SYS $130.00 A30 CURB AND GUTTER,TYPE II LFT 2592.00 LFT $12.00 $31,104.00 A31 CURB AND GUTTER,TYPE III LET LFT $12.00 A32 PCCP FOR APPROACHES,9IN. SYS 36.00 SYS $52.00 $1,872.00 MOBILIZATION AND DEMOBILIZATION FOR A33 SEEDING EA EA $200.00 A34 SEED MIXTURE,T LBS 'LBS $1.35 A35 MULCHING MATERIAL TON TON $400.00 A36 WATER Kral _ KRaI $1.00 A37 TOPSOIL CYS CYS $1.00 A38 SODDING,NURSERY SYS SYS $3,11 A39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 332.00 LET $33.25 $11,039.00 A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LET 36.50 LFT $45.00 $1,642.50 A41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LFT LFT $76.00 A42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT LFT $60.00 A43 VIDEO INSPECTIO FOR PIPE LET LFT $2.00 A44 PIPE,TYPE 4 CIRCULAR 6 IN LFT 28.00_LFT $5.20 $145.60 A45 AGGREGATE FOR UNDERDRAINS CYS 2.52 CYS $32.00 $80.64 A46 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95 A47 CASTING,ADJUST TO GRADE EA 1.00 EA $665.00 $665.00 A4B INLET,CAP EA EA $460.00 A49 INLET,J10 EA 5.00 EA $1,600.00 $8,000.00 A50 INLET MN EA 1.00 EA $1,600.00 $1,600.00 A51 _MANHOLE,C4 EA 1.00 EA $1,800.00 $1,800.00 5 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 411/15 through 4/30115 �€s�C�°' s�E,r�xE ,� �,�{ R"`g�xyP �=�+* 'r�a��'�s �.d �,,q 3� �,i�a-,»A �`I a i n«*� Y �f �E c _!&s5.(�..� �: s� �X:?�r�;xy y„ � '`r� '�� E � § re`w r � � �.a»� f 3.d+a3 �I i4 0. £ r � ' � n E53 gltem;a' � , ,�1 ”Descnpt€on � � #i, f ! £ Quantity this ,eTotalaQ0antity'y£�€ 3 c Un€t l r,, tTotal Payte !Total+Paay ' a x ,, 4< lit � f, a� � a- i, 'x,. ♦ +,4 ' 's°y �.� � �4 t � �5tlnlat0 �i � t9„Ddt�� r�nCB.,� th 13 EStlmate�a. t0❑al�,$�t R - pNrs � g� �� x r .' x t�, u""€rax'�ff� A' 4 4 o-i{f £;t e '� t sm P 't '. ° a iy 444,1n140 a �� a t, - ,"'; w-��. �r 'e.,�...�k�a��,a'b' �A,..brn�,,u ice^' ,�s w>fi,rq�� .+�v A€,� � ..A °s'.,,,�.r��,.� a � } _ a!�� 1�.�� A52 MANHOLE,J10 EA 4.00 EA $3,300.00 $13,200.00 A53 ROAD CLOSURE SIGN ASSEMBLY _ EA 11.00 EA $270.00 $2,970.00 A54 DETOUR ROUTE MARKER ASSEMBLY EA 15.00 EA $65.00 $975.00 A55 CONSTRUCTION SIGNAA EA 6.00 EA $100.00 $600.00 _A56 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40 A57 BARRICADE,Ill-B LET 248.00 LFT $10.00 $2,480.00 SIGN POST,SQUARE,TYPE 1,REINFORCED A58 ANCHOR BASE LFT 26.65 LFT $11.00 $293.15 A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SF 18.75 SF $14.00 $262.50 A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00 A61 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 9.75 EA $8,300.00 $80,925.00 A62 CABLE INTERDUCT LFT 570.00 LFT $9.50 $5,415.00 A63 HANDHOLE,LIGHTING EA EA $600.00 A64 CONDUIT,STEEL,GALVANIZED,2 IN LFT 80.00 LFT $10.50 $840.00 A65 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,4 1/3 LFT LET $7.25 A66 HANDHOLE EA EA $850.00 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN A67 CONDUIT 4 1/3 LFT LFT $7.25_ A68 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT LFT $10.00 _ A69 LINE,THERMOPLASTIC,BROKEN,WHITE,41N LET _ LFT $1.00 A70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET LFT $1.00 A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT $1.00 A72 TRANSVERSE MARKING THERMOPLASTIC STOP LINE,24" LFT LFT $10.00 A73 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00 PAVEMENT MESSAGE MARKING, A74 THERMOPLASTIC,WORD,"ONLY" EA EA $100,00 A75 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00 A76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EA EA $2,100.00 A77 SIGNAL STRAIN POLE,STEEL,30 FT EA EA $4,500.00 A78 HANDHOLE,SIGNAL EA EA $875.00 _ A79 CONDUIT,STEEL,GALVANIZED,2 IN, UNDERGROUND LFT 40.00 LFT $10.50 $420.00 ABO SIGNAL CABLE,1C/14 GA LFT LFT $0.15 A81 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8,560.15 A82 TRAFFiC SIGNAL HEAD,3 FACE,12 IN RED, AMBER,GREEN EA 3.19 EA $620.00 $1,977.80 A83 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED, AMBER,GREEN,AMBER ARROW,GREEN ARROW EA 0.76 EA $925.00 $700.23 AB4 SPAN,CATENARY,AND TETHER EA EA $1,700.00 A95 DISCONNECT HANGER EA EA $275.00 A86 SIGNAL CABLE,5C/14 GA LFT LFT $1.50 A87 SIGNAL CABLE,7C/14 GA LET LFT $1.65 A88 SIGNAL CABLE,3C/8 GA LET LFT $2.50 A89 SIGNAL CABLE,2C/16 GA,SHIELDED LFT LFT $0.75 A90 SIGNAL DETECTOR HOUSING EA EA $850.00 A91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT LET $6.00 A92 CONTROLLER CABINET FOUNDATION,P1 EA EA $1,025.00 A93 SIGNAL SERVICE EA EA r $800.00 A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC A95 SIGNALS LS LS $500.00 TOTAL ALTERNATE BID A $576,771.95 6 017 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 411115 through 4130/15 �,"c,,�g F, q ,c i��S� P i a.. sJ"Y:h,e '� v°.f 'fir �'�,. ,€s. 'Ai$ `�y '� ;E r�k' f t 2 3 a e � ,� �.?I :AtaN s io �n y z � p nis i tt`Q' s t , apt` ' is a oug m;i Item ;, t- 4 Descnpt+orr 1. # ,�f ji�Quantity this pTOtal;Quany d Et `Unit t Total Pay k �aTota!,-py: E .f i ��t�,E� t �[ �� $y � � �� ws � � fs' h � S 'la ��a�r�e � "� �,�a� �� r � �fiT€'. No " � C ,� it r' g _ 1� E$timate 1 to;Date p r ielgi tt ,g this Estimate to Date€ e .: _ .i, .a;e"s;,n a ± x�,a- 4ga. roi g:,.. .._,�54% , _ a.hn.,,11'.a°�0gt .%Mv 0,..:e,,.te .tt ,,,,i ,.5e .,u 0 4 a... ., '•. ALTERNATE BID B B1 CONSTRUCTION ENGINEERING LS 0.50 LS $4,400.00 $2,200.00 B2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $12,643.00 $12,643.00 _ B3 CLEARING RIGHT OF WAY _ LS 0.75 LS $5,000.00 $3,750.00 B4 EXCAVATION,COMMON 300.00 CYS 1019.00 CYS $13.00 $3,900.00 $13,247.00 B5 TEMPORARY SILT FENCE 36.00 LFT 36.00 LFT $1.25 $45.00 $45.00 B6 SUBGRADE TREATMENT,TYPE II IA SYS SYS $6.10 B7 STRUCTURAL BACKFILL,TYPE 2 543.67 CYS 543.67 CYS $27.15 $14,760.64 $14,760.64 B8 STRUCTURAL BACKFILL,TYPE 3 237.75 CYS 237.75 CYS $21.15 $5,028.41 $5,028.41 B9 HMA SURFACE,TYPE B TON _ TON $110.00 B10 HMA INTERMEDIATE,TYPE B TON TON $45.00 B11 ASPHALT FOR TACK COAT TON TON $480.00 612 GUARDRAIL END TREATMENT,I EA EA $1,200.00 B13 s GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET LFT $30.00 B14 HANDRAIL,PEDESTRIAN LFT LFT $145.00 ss 815 PCCP FOR APPROACHES,9 IN SYS SYS $51.35 B16 MOBILIZATION AND DEMOBILIZATION FOR EA EA SEEDING _ $200.00 817 EROSION CONTROL BLANKET SYS SYS $1.17 B18 GEOTEXTILES 100.00 SYS 100.00 SYS $3.39 $339.00 $339.00 B19 RIPRAP,REVETMENT 248.02 TON 248.02 TON $35.00 $8,680.70 $8,680.70 B20 SEED MIXTURE,T LBS LBS $1.35 B21 MULCHING MATERIAL TON TON $400.00 _ B22 WATER kGAL kGAL $1.00 B23 TOPSOIL CYS CYS $1.00 B24 SODDING,NURSERY SYS SYS $3.27 B25 PUMP-AROUND EA 1.00 EA $4,000.00 $4,000.00 B26 STR.,REINFORCED CONCRETE 3-SIDED,286 IN X 18.50 LFT 42.00 LFT $46,065.00 $104,580.00 96 IN $2,490.00 TOTAL ALTERNATE BID B $78,818.75 $169,273.75 CHANGE ORDERS ITEMS CO1 #10-10 IRRIGATION REPAIR LS 1.00 LS $6,296.00 $6,296.00 CO2 STREET DEPT IRRIGATION AT SPLITTERS LS 1.00 LS $10,105.20 $10,105.20 CO3 18"RCP End Section EA EA $1,078.61 CO4 24"RCP End Section EA 1.00 EA $1,162,61 $1,162.61 COS 36"RCP End Section EA 1.00 EA $1,610.61, $1,610.61 C06 54"RCP End Section EA 1.00 EA $2,562.61 $2,562.61_ C07 60"RCP End Section EA EA $3,346.61. COB STREET LIGHT FOUNDATIONS EA 4.00 EA $1,289.50 $5,158.00 C09 NORWAY SPRUCE EA EA $709.50 C010 6'Precast Wall column Stain Change LS 1.00 LS $12,190.43 $12,190.43 C011 Unforeseen Utility Adjustments LS 1.00 LS $3,398,00 $3,398.00 C012 Unforeseen Structure/Plan Adjustments LS 1.00 LS $2,248.00 $2,248.00 C013 Japanese Zeikova,2.5" EA EA $365.00 C014 Japanese Tree Lilac,1.5" EA EA $190.00 C015 Ruby Red Horsechestnut,1.5" 5.00 EA 22.00 EA $230.00 $1,150.00 $5,060.00 C016 Norway Spruce,6' 17.00 EA 17.00 EA $215.00 $3,655.00 $3,655.00 C017 Plant Trees per Updated Details EA EA $30.00 C018 Private Irrigation Utility Repair LS LS $9,859.59 C019 Phase III Utility Work LS LS $7,376.70 CO20 Geogrid SYS 5839.21 SYS $2.94 $17,167.28 CO21 Freezeguard 40-50 CYS 72.00 CYS $13.20 $950.40 CO22 Freezeguard 20-29 CYS 97.00 CYS $18.26 $1,771.22 CO23 TPM Mobilization LS 1.00 LS $550.00 $550.00 CO24 TPM,Paint,Broken White 4 IN LF 1290.00 LF $1.10 $1,419.00 0025 TPM,Paint,Solid White 4 IN LF 346.00 LF $1.10 $380.60 CO26 TPM,Paint,Solid Yellow 4 IN LF 1314.00 LF $1.10 $1,445.40 CO27 TPM,Paint,Stop Line 24 IN _ LF 40.00 LF $3.30 $132.00 CO28 TPM,Paint,Arrow EA 3.00 EA $66.00 $198.00 CO29 UtilityConflict Construction Re-Engineering LS 1.00 LS $4,768.04 $4,768.04 1 C030 9"Comp.#53 Stone 32-33 TON 5309.94 TON $18.02 $582.59 $95,685.12 7 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 13 For work done during the period of: 4/1115 through 4130/15 Item Descnpitan Quantity this Totaf Quantity Unit Total Pay Total Payi :` Not Estimate ' to=Date LPrrce flits Estimate4 io Data C031 B Borrow CYS 658.55 CYS 515.78 $10,391.92 C032 Utility Delay Winter Paving EWA LS LS $25,049;13 C033 Replace Existing Lighting Fixtures CS 2 LS $4,355.03 C034 C035 C036 55,387.59' $188,305.44 TOTAL BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I .5217,446.73 1 $3192,180.44 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $217,446.73 TOTAL PAY TO DATE $3,792,180.44 DEDUCT 10% RETAINAGE $379,218.04 DEDUCT PREVIOUS NET PAY ESTIMATES $3,217,260.34 NET PAY ESTIMATE NO. 13 $195,702.06 CrossRoad Engineers, PC .S/(/(/ ..5— Inspecting Firm By Date Fa) E&B Paving, Inc. ° _ --- —/ - Contractor ° By Date