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2013 Illinois St pay request 18 10111114111111, JW�u 0 © 9 WIJWl1, 000 ono oao -cow CITY 0 ARMEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction# 18 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 huntington.com Re: Depositary Agreement between the City of Carmel and the Huntington National Bank, -Construction Account#4087000986 Dear Kim: On October 20, 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 4JA6' By: thigi 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 EMAIL engineering@carrnel.in.gov Illinois Street Bond Construction Account#4087000986 Disbursement Request# 18 October 20,2015 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. $338,902.51 Project 10-10;Illinois Street Extension 17042 Middletown Avenue Invoice#18;PO#25297 Noblesville,IN 46060 Construction TOTAL $338,902.51 CONSTRUCTION PROJECT INVOICE DATE: October 12, 2015 COMPANY NAME: E&B Paving, Inc./Gradex, Inc. JV AND ADDRESS 17042 Middletown Avenue Noblesville, Indiana 46060 12900 N. Meridian Street, Ste. 120 Cannel, 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.: 18 Construction pay items as per Progress Pay Estimates No. 18 as shown on the attached invoice for work completed between the dates of September 1, 2015 to September 30, 2015 TOTAL PAY THIS ESTIMATE: $458,065.19 MINUS 10% RETAINAGE: $ 45,806.52 TOTAL NOW DUE: $412,258.67 Submitted by CrossRoad Engineers, PC Project Representative - 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. 18 For work done during the period of: 9/1/15 through 9/30/15 r n �1�3, ��, ,Y, Y: r = ,fk,._ 'w+^, a AK-4. f»m *tom +,--- a�' r f....'et •a :, r' i,- ,t...t Item p ,*< }�Descnpoon s r Quantity this Total Quanoty)1 ," ' Und a Total Pay Totalay ,Rr �o� ��� -*.� z �� �'tR r1 ,� Es-�mat��',', .w t'''�Da ev7ti��4�6� Pnce Z;_ �thls�sGmat� � totDa�te� li .a.siii 1.^M p S= " -1uE:* ,.c.. a...�:sx�.` '`�.. '"• *--r :-.'�-:11iN ;'l iFcF,74 .i _ 1 CONSTRUCTION ENGINEERING 0.05 LS 1,00 LS $75,000.00 $3,750.00 $75,000.00 _ 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 1967.00 LFT 7241.00 LFT $4.50 $8,851.50 $32,584.50 8 INLET,REMOVE 4.00 EA 16.00 EA S415.00 $1,660.00 $6,640.00 _9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00 10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00 11. LIGHT STANDARD AND FOUNDATION,REMOVE 5.00 EA 13.00 EA $300.00 $1,500.00 $3,900.00 12 PIPE,REMOVE 136.00 LFT 1396.60 LFT $16.50 $2,244.00 $23,043.90 13 EXCAVATION,COMMON 4170.00 CYS 44722.30 CYS $7.15 $29,815.50 $319,764.45 14 BORROW CYS 5504.00 CYS $1.00 $5,504.00 15 TEMPORARY EROSION&SEDIMENT CONTROL CURB INLET PROTECTION EA 40.00 EA $85.00 $3,400.00 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 308.01 TON $26.50 $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 6383.90 LFT $1.25 $7,979.88 21 NO 2 STONE TON 707.84 TON $17.25 $12,210.24 22 SUBGRADE TREATMENT,TYPE IA SYS 26438.81 SYS $6.25 $165,242.56 23 SUBGRADE TREATMENT,TYPE IIIA SYS 2466.33 SYS $6.10 $15,044.61 24 STORMWATER QUALITY STRUCTURE.1.0 CFS EA 2.00 EA $19,100.00 $38,200.00 25 STORM WATER QUALITY STRUCTURE.1.6 CFS EA 1.00 EA , $25,150.00 $25,150.00 26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00 27 STRUCTURAL BACKFILL TYPE 1 CYS 4402.95 CYS $21.15 $93,122.39 28 STRUCTURAL BACKFILL TYPE 2 CYS 4094.63 CYS $27.15 $111,169.20 29 CHEMICAL MODIFICATION,SOILS SYS 1906.10 SYS $5.45 $10,388.25 30 COMPACTED AGGREGATE.NO.53,BASE TON 1835.98 TON $20.00 $36,719.60 31 COARSE AGGREGATE,NO 8 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 _IMPAC �'\ 35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON 800.81 TON $49.00 $39,239.69 36 HMA SURFACE,TYPE A TON 338.16 TON $86.00 $29,081.76 37 HMA SURFACE,TYPE C 1030.99 TON 1646.05_TON $78.00 $80,417.22 $128,391.90_ 38 HMA INTERMEDIATE,TYPE A 59.16 TON 822.09 TON $59.00 $3,490.44 $48,503.31 39 HMA INTERMEDIATE,TYPE C 39.60 TON 3007.85 TON $53.00 $2,098.80 $159,416.05 40 HMA BASE,TYPE C 63.62_ TON 8593.91 TON $52.00 $3,308.24 $446,883.32 41 HMA FOR APPROACHES.TYPE B 240.48 TON 604.25 TON $75.00 $18,036.00 $45,318.75 42 ASPHALT FOR TACK COAT 2.14 TON 9.14 TON $1.00 $2.14 $9.14 43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 788.59 SYS $47.52 $37,473.80 44 GUARDRAIL,REMOVE LFT LFT $5.00 45 GUARDRAIL END TREATMENT,OS EA EA $3,000.00 46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT _LFT $30.00 47 CURB,CONCRETE,STRAIGHT LFT 501.00 LFT $14.00 $7,014.00 48 CURB RAMP,CONCRETE,C 62.40 SYS 176.40 SYS $117.00 $7,300.80 $20,638.80 49 CURB RAMP,CONCRETE,L SYS 106.25 SYS $106.00 $11,262.50 SO HANDRAIL PEDESTRIAN LET LFT $145.00 51 CURB AND GUTTER,TYPE II 300.00 LFT 7483.85 LFT $12.00 $3,600.00 $89,806.20 52 CURB AND GUTTER,TYPE III 158.00 LFT 5544.70 LFT $12.00 $1,896.00 $66,536.40 53 CURB,MODIFIED,ROLL LFT 670.00 LET $16.00 $10,720.00 54 PCCP FOR APPROACHES,9 IN. 259.40 S 345.44 5 $45.00 $11,673.00 $15,544.80 55 MAILBOX ASSEMBLY,SINGLE 1.00, EA 1.00 EA $200.00 $200.00 $200.00 56 GEOTEXTILES 58.89 SYS 3211.22 SYS $1.12 $65.96 $3,596.57 57 RIPRAP,REVETMENT 76.30 TON 1284.03 TON $21.00 $1,602.30 $26,964.63 58 SCREENING WALL LS 1.09 LS $142,150.00 $154,577.09 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 4.00 EA $200.00 $800.00 60 EROSION CONTROL BLANKET 10000.37 SYS 14502.44 SYS $1.17 $11,700.43 $16,967.85 61 SEED MIXTURE,T LBS LBS $1.35 2 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 9/1115 through 9/30/15 • E,..x- Se's' a n T''NY orf n �.+ .1..`,x.. aa° .,..: y• p �,t,ye_,,.'•ad,.*22' irk' l ' z i• , :f4p.,,, , �. Ai .,." .7q Item' , �i �Descnphon k 0L r I Quant, this+t5 ,. akQuantit ty Tot Umt LTotal Pay '' Total Pay : ! :,4#t � � r .r k ;,4EsUmate; jG Y t°iDa r Pnce <_ this Estlma a y I `', , t'ZTI, .?t.� ru -r !yI, , 4` t mr . a.. .. ::._»...:$r ��a31a.t��t� s.._.m_»,,:i c��.m:..�. :.ted�-:iy�T[.�- ���__...� t�ike.�.:>' -.,.:i<4 62 MULCHING MATERIAL TON 4.34 TON $400.00 $1,736.00 , 63 WATER Kgal Kgal $1.00 64 TOPSOIL CYS CYS 51.00 65 SODDING,NURSERY SYS 807.22 SYS $3.10 $2,502.38 66 IRRIGATION,CONDUIT,PVC,4 IN. LET 976.50 LFT $11.40 $11,132.10 67 FIELDOFFICE,C 1.00 MOS 18.00 MOS_ $1,500.00 $1,500.00 $27,000.00 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 LFT 2255.20 LFT $33.25 $74,985.40 70 PIPE,REINFORCED CONCRETE.CIRCULAR.15 IN LFT 657.30 LFT $36.00 $23,662.80 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFT 1567.75 LFT $39.00 $61,142.25 72 PIPE,REINFORCED CONCRETE,CIRCULAR.24 IN LET 423.50 LFT $51.00 $21,598.50 73 PIPE,REINFORCED CONCRETE,CIRCULAR.30 IN LFT 74.00 LFT $76.00 $5,624.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN LET 196.80 LFT $87.00 $17,121.60 75 PIPE,REINFORCED CONCRETE.CIRCULAR,54 IN LFT 167.00 LFT $138.00 $23,046.00 76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN , LFT 14.00 LFT $191.00 $2,674.00 77 VIDEO INSPECTION FOR PIPE LFT LFT $1.20 78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 5676.50 LFT $5.20 $29,517.80 79 AGGREGATE FOR UNDERDRAINS CYS 487.85 CYS $32.00 $15,611.20 80 VIDEO INSPECTION FOR UNDERDRAINS LET LFT $0.95 81 GEOTEXTILESFORUNDERDRAIN SYS 4119.31 SYS $1.00 $4,119.31 82 INLET,CAP EA EA $460.00 83 INLET,E7 EA 1.00 EA $1,275.00 $1,275.00 84 INLET.F7 EA 1.00 EA $1,300.00 $1,300.00 85 INLET,J10 EA 20.00 EA _ $1,600.00 $32,000.00 86 INLET,M10 EA 8.00 EA $1.600.00 $12,800.00 87 CATCH BASIN.E7 EA 1.00 EA $1,500.00 $1,500.00 88 CATCH BASIN,K10 EA 15.00 EA _ 51,700.00 $25,500.00 89 PIPE CATCH BASIN,18 IN EA EA $1,300.00 90 MANHOLE,C4 EA 27.00 EA $1,800.00 $48,600.00 91 MANHOLE,L4 EA 1.00 EA $5,900.00 $5,900.00 92 MANHOLE,f4 EA 7.00 EA $2,900.00 $20,300.00 93 CATCH BASIN,M10 EA 15.00 EA $1,900.00 $28,500.00 94 STRUCTURE.REINFORCED CONCRETE THREE- SIDED SECTIONS,240 1N X 72 IN LET 244.00 LFT $2.029.50 $495,198.00 95 SANITARY STRUCTURES.ADJUST TO GRADE EA 6.00 EA $920.00 $5,520.00 96 PUMP-AROUND EA 2.00 EA 512,000.00 $24,000.00 97 ROAD CLOSURE SIGN ASSEMBLY EA 25.00 EA $270.00 $6,750.00 98 DETOUR ROUTE MARKER ASSEMBLY EA 30.00 EA 4100.00 53,000.00 99 CONSTRUCTION SIGN,A EA 25.00 EA $200.00 $5,000.00 100 MAINTAINING TRAFFIC IS 0.85 IS $23,866.61 $20,286.62 101 BARRICADE,1118 LFT 320.00 LFT $10.00 $3,200.00 102 DECORATIVE STREET SIGN ASSEMBLY 4.00 EA 7.00 EA $1,425.00 $5,700.00 $9,975.00 103 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 88.90 SFT 169.50 SET $14.00 $1,244.60 $2,373.00 105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS 136.60 SFT 214.25 SFT $15.00 $2,049.00 $3,213.75 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 17.00 EA $8,875.00 $150,875.00 107 CABLE INTERDUCT LFT 2793.00 LFT $9.50 $26,533.50 108 LIGHTING POWER DISTRIBUTION PANEL 1.00 EA 2.00 EA $5.200.00 $5,200.00 $10,400.00 _109 HANDHOLE.LIGHTING EA 15.00 EA $600.00 $9,000.00 110 CONDUIT.STEEL,GALVANIZED,2 IN LFT 487.00 LFT $10.50 $5,113.50 111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 4 1/C LFT 487.00 LFT $7.25 $3,530.75 112 WIRE.NO 6 COPPER IN PLASTIC DUCT,IN TRENCH. _ 41/C 1244.00 LFT 2622.00 LET $7.25 $9,019.00 $19,009.50 113 HANDHOLE EA 10.00 EA $850.00 $8,500.00 114 TRANSVERSE MARKING,THERMOPLASTIC. "SHARKS TEETH" 62.00 LFT 99.00 LFT $5.00 $310.00 $495.00 115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.3 FT STRIPE-3 FT GAP 132.00 LFT 216.00 LFT $2.00 $264.00 $432.00 3of7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 9/1/15 through 9/30/15 'CO PM, X-717,71;IszstuNAMMe'-VZI, A Item sl DesCn t<on , QuanU this .1 Total QuanBly,, Lo Unit r "ToSaI:Pa 1a. Tot41 yNo %4t- 'P'' k!.11- i3� „EsU i1OM " 102Date.esr "� ' xthis Est,matej to Oat { g � L ..i i ..... rte_ ..�J �'..t :.,--_...-.=2„:°'.'.11 6.+..kr ,L.:......,c..,,r.„ty..... >'i ,h,,,gu v •A. v0., '•_ -..4--L_.*.its... ...�.:.�t. 116 LINE,THERMOPLASTIC,BROKEN.WHITE,6 IN,3 FT STRIPE-3 FT GAP 126.00 LFT 126.00 LFT $1.00 $126.00 $126.00 PAVEMENT MESSAGE MARKING, 117 THERMOPLASTIC.FISHHOOK LANE INDICATION ARROW 14.00 EA 18.00 EA $80.00 $1,120.00 $1,440.00 118 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" 510.00 LFT 810.00 LFT $6.00 $3,060.00 $4,860.00 119 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN 1010.00 LET 1200.00 LFT $0.60 $606.00 $720.00 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. 1661.00 LFT 3039.60 LFT $0.50 $830.50 $1,519.80 121 LINE,THERMOPLASTIC.SOLID,YELLOW.4 IN 2398.00_LET 3262.00 LFT $0.60 $1,438.80 $1,957.20 122 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW 13.00 EA 20.00 EA $50.00 $650.00 $1,000.00 123 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 1959.00 CYS 9759.00 CYS $6.50 $12,733.50 $63,433.50 127 ASPHALT SURFACECOURSE TON 99.03 TON $87.63 $8,678.00 128 ASPHALT INTERMEDIATE COURSE TON 298.77 TON $69.60 $20,794.39 129 053 CRUSHED LIMESTONE TON 465.72 TON $20.00 $9,314.40 130 36"RCP STORM WATER PIPE LET 256.00 LFT $80.00 $20,480.00 131 CONCRETE END SECTION EA 8.00 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 LET $197.43 134 SEGMENTAL BLOCK WALL FF 323.26 FF $35.00 $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 0.09 AC 1.00 AC $3,155.00 $283.95 $3,155.00 142 YARROW SEED AC 0.89 AC $1,960.00 $1,744.40 143 CREEPING RED FESCUE 4850.00 SFT 4850.00 SFT $0.10 $485.00 $485.00 144 TURF SEED 249292.00 SFT 366797.30 SET $0.10 $24,929.20 $36,679.73 145 GINKGO(MALE) EA 17.00 EA $400.00 $6,800.00 146 SWAMP WHITE OAK EA 12.00 EA $360.00 $4,320.00 147 RED OAK EA 31.00 EA $330.00 $10,230.00 148 DOWNYSERVICEBERRY EA 47.00 EA $160.00 $7,520.00 149 KOUSA DOGWOOD EA 7.00 EA $190.00 $1,330.00 150 EASTERN REDBUD EA 50.00 EA $165.00 $8,250.00 151 KWANZAN CHERRY EA 44.00 EA $165.00 $7,260.00 152 WHITE PINE EA EA $185.00 153 BLACKCHOKEBERRY EA 36.00 EA $45.00 $1,620.00 154 KARL FOERSTER REED GRASS EA 202.00 EA $23.00 $4,646.00 155 ARTIC FIRE DOGWOOD EA 19.00 EA $37.00 $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 EA 42.00 EA $40.00 $1,680.00 159 DAPPLED WILLOW EA 21.00 EA $40.00 $840.00 160 DWARF DELPHINIUM EA 1377.00 EA $4.20 $5,783.40 161 KIM'S KNEE HIGH CONEFLOWER EA 311.00 EA $14.00 $4,354.00 162 JOLYENE 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 LFT 2366.00 LFT $1.25 $2,957.50 166 EROSION CONTROL BLANKET SFT 50254.73 SET $0.20 $10,050.95 167 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 SFT 13491.25 SFT $0.18 $2,428.43 171 DOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 CYS $60.00 $5,234.40 172 STEEL EDGING LFT 1536.10 LFT $5.25_ $8,064.53 173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00 TOTAL $264,761.88 $4,796,115.98 • 4of7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 9/1115 through 9/30115 item p �_*,'s1„ D4es pbonr�" ,� 'e�C.;,,,, U_ �s A�.L Totau�anGty�. ,..4.,,A4:.-,,,677-4_.a,U� a .Notal Pay 1111"`+sv '"" 'x� art' - �--� t4 'i`?�,'"h �Sti_late ,,- to Date-1 ' Pnce ,x pitthisl_EtT,40 3�'s'. '� ��`j. ALTERNATE BID A Al CONSTRUCTION ENGINEERING 0.15 LS 1.00 LS $10,000.00 $1,500.00 $10,000.00 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 17.00 LFT 126.50 LFT $5.00 _ $85.00 $632.50 AS CURB AND GUTTER,REMOVE LFT 4064.00 LFT $4.50 $18,288.00 A6 INLET,REMOVE EA EA $415.00 A7 LIGHT STANDARD AND FOUNDATION.REMOVE 4.00 EA 9.00 EA $300.00 _ $1,200.00 $2,700.00 A7A LIGHT STANDARD,REMOVE EA 8.00 EA $300.00 $2,400.00 A8 PIPE,ABANDON AND GROUT FILL LFT LFT $11.00 A9 EXCAVATION,COMMON CYS 5409.17 CYS $23.00 $124,410.91 A10 TEMPORARY EROSION&SEDIMENT CONTROL CURB INLET PROTECTION EA 13.00 EA $85.00 _ $1,105.00 All TEMPORARY SILT FENCE LFT 1104.00 LFT $1.25 $1,380.00 Al2 NO 2 STONE TON 166.74 TON $17.25 $2,876.27 A13 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24 A14 SUBGRADETREATMENT,TYPE IIIA SYS 169.00 SYS $12.00 _ $2,028.00 A15 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 369.69 TON $20.00 $7,393.80 A18 COARSE AGGREGATE,NO 8 TON TON $40.00 A19 MILLING,ASPHALT,1 1/2 IN 11014.00 SYS 11625.11 SYS $0.90 $9,912.60 $10,462.60 A20 PROFILOGRAPH,HMA LS LS $1.00 _ A21 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $52.00 A22 NMA SURFACE,TYPE A TON 75.17 TON $106.00 $7,968.02 A23 HMA SURFACE,TYPEC 1560.18 TON 1560.18 TON $65.00 $101,411.70 $101,411.70 A24 HMA INTERMEDIATE.TYPE A TON 184.97 TON $68.00 $12,577.96 A25 HMA INTERMEDIATE,TYPE C 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 4.39 TON 4.39 TON $1.00 $4.39 $4.39 A28 CURB RAMP,CONCRETE,TYPE C SYS 31.93 SYS $113.00 $3,608.09 A29 CURB RAMP,CONCRETE,TYPE K SYS 49.75 SYS $130.00 $6,467.50 A30 CURB AND GUTTER,TYPE 11 19.00_LFT 2890.00 LFT $12.00 $228.00 $34,680.00 A31 CURB AND GUTTER,TYPE III LFT LFT $12.00 A32 PCCP FOR APPROACHES,9 IN. 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 11.35 A35 MULCHING MATERIAL TON TON $400.00 A36 WATER Kgal Kgal $1.00 A37 TOPSOIL CYS CYS $1.00 A38 SODDING,NURSERY SYS SYS $3.11 A39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN _LET 332.00 LFT $33.25 $11,039.00 A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 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 LFT LFT $2.00 A44 PIPE,TYPE 4 CIRCULAR 6 IN LFT 28.00 LFT $5.20 $145.60 A4S AGGREGATE FOR UNDERDRAINS CYS 2.52 CYS $32.00 $80.64 A46 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95 A47 CASTING,AOIUSTTOGRADE 1.00 EA 2.00 EA $665.00 $665.00 $1,330.00 A4B INLET,CAP EA EA $460.00 A49 INLET,I10 EA 5.00 EA $1,600.00 $8,000.00 A50 INLET M10 EA 1.00 EA $1,600.00 $1,600.00 AS1 MANHOLE,C4 EA 1.00 EA $1,800.00 $1,800.00 AS2 MANHOLE,I10 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 ASS CONSTRUCTION SIGN,A EA 6.00 EA $100.00 $600.00 AS6 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40 5 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 18 ,���Y ,fir For work done during the period of: 9/1/15 through 9130115 IM4S` E-- "`r�"fi 3£ r' '• ;. a-4".s '.,swF M >Y'I :L ; ''.-ads-"k r' H z��+.5 ::_e, • •u !" R'L tic * T' `' cyte-.i r r-.�" i �ppi��ss* ..sc� i lltem < "1' -�Descn hon `,cy�,i, 1 ; CluanU this E i `Total rti .v Univ =! .fToALF.Ip .Total Pa w .s P j Qy : tY r tY � Y Y:_ "G` � 1 'kr6 'E f.T7r,� :syj :'il{ .��P"t+ ��'�r Vu'",No xTi-9.e..`ri" � s , 1 � •• ' Estimate " taDate s P,nce r this Estimate q toiOate ,..tY,a-�i I7,.14,1-,,4t-,t.;4- ,:F„i ,..1*sS::1-1.1,"'ar�.. �,......� 1 1.� _,..:: _ft F , + 'r'..311.1 Afe -, - Fz.AI `L31- J AS7 BARRICADE,III-B LFT 248.00 LFT $10.00 $2,480.00 SIGN POST,SQUARE,TYPE 1,REINFORCED ASB 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 1582.00 LFT $9.50 $15,029.00 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, 41/3 1950.00 LFT 1950.00 LFT $7.25 $14,137.50 $14,137.50 A66 HANDHOLE EA 3.00 EA $850.00 $2,550.00 A67 WIRE,NO 6COPPER 1N PLASTIC DUCT,IN CONDUIT 4 1/3 LFT LFT $7.25 TRANSVERSE MARKING THERMOPLASTIC A68 CROSSWALK,WHITE 24" LFT_ LFT $10.00 A69 LINE,THERMOPLASTIC,BROKEN,WHITE.4 IN LFT LFT $1.00 A70 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT LFT $1.00 A71 LINE.THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT $1.00 A72 TRANSVERSE MARKING THERMOPLASTIC STOP LINE.24" 11.00 LFT 11.00 LFT $10.00 $110.00 $110.00 A73 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00 PAVEMENT MESSAGE MARKING. A74 THERMOPLASTIC,WORD,"ONLY" EA EA $100.00 A7S 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 _ ABS DISCONNECT HANGER EA EA $275.00_ A86 SIGNAL CABLE,SC/14 GA LFT LFT $1.50 A87 SIGNAL CABLE,7C/14 GA LFT LFT $1.65 A88 SIGNAL CABLE,3C/8 GA LFT 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 LET LFT $6.00 A92 CONTROLLER CABINET FOUNDATION,P1 EA EA $1,025.00 A93 SIGNAL SERVICE EA EA $800.00 A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC A9S SIGNALS LS LS $500.00 TOTAL ALTERNATE BID A $129,254.19 $764,564.51 ALTERNATE BID B ITEMS B1 CONSTRUCTION ENGINEERING 0.15 LS 1.00 LS $4,400.00 $660.00 $4,400.00 B2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $12,643.00 $12,643.00 B3 CLEARING RIGHT OF WAY 1.5 1.00 LS $5,000.00 l $5,000.00 84 EXCAVATION,COMMON CYS 1711.00 CYS $13.00 $22,243.00 B5 TEMPORARY SILT FENCE LET 136.00 LFT $1.25 $170.00 6 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 9/1/15 through 9/30/15 !r•F.y ;= .G '��. .�. 3 ai 1.7..r.4...:1 5"..x;a Y ..' }Y w,.K-r' WATWB t 3RFA-ZI lltem4 '.s ` DescnpUon s; J�Q nh Ythis ,, � ruanh b t)nitk�• '17' r - LY ty Total .Notal Pay `f f " 7A- >t ig, '� ¢, -' f -s-- ao ---�i �'^^bnr^"'O c t''�j ,sem r-��.h"s - mat I `-e- gNo � ry • s aG�� .,, ,Esti_m � o4Dat241- 'Ptn� � :sthislEsUm1ated•.9.,,_ to -1gt.:y :,:. H:} �,.`,'r: .F;.;, `Vii�1i i e l-.04 n7>� 1 Vv_1 r�w..w a i 0. ..,:V,_ivii�},- i 7 't 4.i:A ,.+ ,• .+��}} 86 SUBGRADE TREATMENT,TYPE IIIA SYS 881.00 , SYS $6.10 $5,374.10 B7 STRUCTURAL BACKFILL,TYPE 2 CYS 543.67 CYS $27.15 $14,760.64 88 STRUCTURAL BACKFILL TYPE 3 `CYS 237.75 CYS $21.15 $5,028.41 89 HMA SURFACE,TYPE B _TON 60.21 TON $110.00 $6,623.10 610 HMA INTERMEDIATE,TYPE B TON 100.08 TON $45.00 $4,503.60 811 ASPHALT FOR TACK COAT TON TON $480.00 812 GUARDRAIL END TREATMENT,I 4.00 _EA 4.00 EA $1,200.00 $4,800.00 $4,800.00 813 GUARDRAIL W-BEAM,6 FT 3 IN SPACING 100.00 _LFT 100.00 LFT $30.00 $3,000.00 $3,000.00 B14 HANDRAIL,PEDESTRIAN _LFT LFT $145.00 615 PCCP FOR APPROACHES,9 IN _SYS 97.96 SYS $51.35 $5,030.25 816 MOBILIZATION AND DEMOBILIZATION FOR EA EA SEEDING _ $200.00 ' B17 EROSION CONTROL BLANKET 2906.06 _SYS 2906.06 SYS $1.17 $3,400.09 $3,400.09 818 GEOTEXTILES SYS 331.67 SYS $3.39 $1,124.36 B19 RIPRAP,REVETMENT TON 330.83 TON $35.00 $11,579.05 B20 SEED MIXTURE,T LBS LBS $I.35 B21 MULCHING MATERIAL TON' TON $400.00 822 WATER kGAL kGAL $1.00 623 TOPSOIL CYS CYS $1.00 824 SODDING,NURSERY SYS SYS $3.27 B25 PUMP-AROUND EA 1.00 EA $4,000.00 $4,000.00 826 STR,REINFORCED CONCRETE 3-SIDED.288 IN X LFT 55.55 LFT $138,319.50 96 IN $2,490.00 TOTAL ALTERNATE BID B _ $11,860.09 $251,999.10 CHANGE ORDERS ITEMS COl 410.10 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 1.00 EA $1,078.61 $1,078.61 C04 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 CO7 60"RCP End Section EA 1.00 EA $3,346.61 $3,346.61 C08 STREET LIGHT FOUNDATIONS 4.00 EA 8.00 EA $1,289.50 $5,158.00 $10,316.00 CO9 NORWAY SPRUCE EA EA $709.50 C010 6'Precast Wall column Stain Change LS 1.00 LS $12,190.43 $12,190.43 0011 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 Zelkova,2,5" EA EA $365.00 C014 Japanese Tree Lilac,L5" EA EA $190.00 C015 Ruby Red Horsechestnut,1.5" EA 22.00 EA $230.00 $5,060.00 C016 Norway Spruce,6' EA 17.00 EA $215.00 $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 IS LS $7,376.70 CO20 Geogrid SYS 5933.28 SYS $2.94 $17,443.84 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 15 1.00 LS $550.00 $550.00 CO24 TPM,Paint,Broken White 4 I LF 1290.00 LF $1.10 $1,419.00 0025 TPM,Paint,Solid White 4 IN LF 854.00 LF $1.10 $939.40 CO26 TPM,Paint,Solid Yellow 4 IN IF 4320.00 LF $1.10 $4,752.00 CO27 TPM.Paint,Stop Line 24 IN IF 67.00 LF $3.30 $221.10 CO28 TPM,Paint,Arrow EA 3.00 EA $66.00 $198.00 CO29 Utility Conflict Construction Re-Engineering LS 1.00 LS i $4,768.04 $4,768.04 C030 9"Comp.#53 Stone TON 5309.94 TON $18.02 $95,685.12 0031 B Borrow CYS 658.55 CYS $15.78 $10,391.92 C032 Utility Delay Winter Paving EWA 1.00 LS 1.00 LS $25,849.13 $25,849.13 $25,849.13 C033 Replace Existing Lighting Fixtures 1.00 LS 1.00 LS $4,355.03 $4,355.03 $4,355.03 C034 8 Foot Precast Wall System LS 0.99 LS $285,749.01 $283,398.04 C035 Crane Remobillzation SLS 1.00 LS $8,886.49 $8,886.49 C036 Modified Sign Post Square,type 1 reinforced anchor base 266.50 LF 266.50 LF $15.34 $4,088.11 $4,088.11 C037 Beaty 2014-2015 increases 1.00 LS 1.00 LS $12,738.76 _ $12,738.76 $12,738.76 7 of 7 CITY OF CARMEL CARMEL-ILUNOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 9/1116 through 9130/15 Y ° fiGs n �_t3`$ ,1, cue• v.:J.:f� 'S 'r••• {ke ntt Pay Il18o 1 t- kiNig •'< tra -th r ka�' � ••:.rte .� C036 Modified Sign Post Square,type 1 reinforced anchor base 268.50 LF 266.50 IF 315.34 $4,088.11 $4,088.11 C037 Beaty 2014-2015 increases 1.00 LS 1.00 IS $12,738.76 $12,738.76 $12,738.76 C038 Pittman Sanitary lateral LS IS C039 Medland Wail Extension LS IS $8276.75 C040 RCP End Sections,12' EA EA C041 Added Milling Mob L5 IS $1,500.00 C042 Reserve Wall landscaping LS LS C043 Added Engmeenng for Local Lhanges IS IS $4,372.00 ' $52,189.03I $541,435.28 TOTAL BASE.ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I $458,065.19 I $6,354,134.87 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $458,065.19 TOTAL PAY TO DATE $6,354,134.87 DEDUCT 10% RETAINAGE $635,413.49 DEDUCT PREVIOUS NET PAY ESTIMATES $5,306,462.71 NET PAY ESTIMATE NO. 18 1 $412,258.67 • CrossRoad Engineers, PC /14"----5:1:07" /dteInspecting Firm Date EBB Paving, Inc. -g/ter-f...- contractor .G-Contractor By Date