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HomeMy WebLinkAbout2013 Illinois St pay request 11 • .l of I ltl © 0 0 L1 1. 1±11, BEM O G G ® lrl® ' A. A CITY 'O , CARMEL JAMES BRAINAR.D, MAYOR EXHIBIT B Disbursement Direction# 11 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 I-Iuntington National Bank, - Construction Account#4087000986 Dear Kim: On March 13, 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: :( ' ' a ' irrf 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.Campbell2 huntington.com Di PARTNIENT OF ENGINEERING ONE Civic SQUARE, CARMEL, IN 46032 Orncr 317.571.2441 FAX 317.571.2439 EMAIL cnginerin};zcarmel.in.gov Illinois Street Bond Construction Account#4087000986 Disbursement Request# 11 March 13, 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 EBB Paving, Inc. $17,457.30 Project 10-10; Illinois Street Extension 17042 Middletown Avenue Invoice#11; PO#25297 Noblesville,IN 46060 Construction TOTAL $17,457.30 1 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10.10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 111115 through 1131115 7%' £ � q i. T Lau t ,,-.' ' (C"1' of #e h, ,91tem --,,. wAi .,: te, ) Qu-,-- ,,, T'ntal-", r z*,, i'ti Total,E ii,', �Tptal Pa ,,,r Nab 4 .-.0-0" � ie . , ,:.., •.. .sNinatC� A, t4`Ra18 4, q 11138,,-PIPtE,AN 1s 4 aka. W' %� ®F c 3<0 .4,, a i�,n r tin S4 x5!'.7,5,1 b�A4 4 #M„d` 1 CONSTRUCTION ENGINEERING LS 075 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 0.95 LS $75,000.00 $71,250.00 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 $5.09 7 CURB AND GUTTER,REMOVE LFT 2700.00 LFT $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 MAILBOXASSEMBLT,REMOVE EA EA $300.00 11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 3,00 EA $300.00 $900.00 12 PIPE,REMOVE LET 478.60 LFT $1.6.50 $7,896.90 13 EXCAVATION,COMMON CYS 25839.00 CYS $7.15 $184,748.85 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 TON 176.32 TON $26.50 $4,672.48 17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00 18 TEMPORARY MULCHING 2.00 TON 20.64 TON $700,00 $1,400.00 $14,448.00 19 TEMPORARY SEDIMENT TRAP TON 60.28 TON 526.50 $1,597.42 20 TEMPORARY SILT FENCE LFT 4681.90 LFT $1.25 $5,852.38 21 NO 2 STONE TON 294.04 TON $17.25 $5,072.19 22 SUBGRADE TREATMENT,TYPE IA SYS 8269.70 SYS $6.25 $51,685.63 23 SUBGRADE TREATMENT,TYPE IIIA SYS 547.20 SYS 96.10 $3,337.92 24 STORM WATER QUALITY STRUCTURE,1,0 US EA 2.00 EA $19,100.00 $38,200.00 25 STORMWATER QUALITY STRUCTURE,1.6 CFS 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 CYS 2343.14 CYS $21.15 $49,557.41 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,NO 8 TON TON $40,00 32 COMPACTED AGGREGATE,NO.53, TON 93,19 TON $30.00 $2,795.70 33 MILLING,ASPHALT,11 2 IN SYS 153.34 SYS $12.50 $1,916.75 ><1MPA - �"'� tir 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 $76.00 $47,974.68 38 HMA INTERMEDIATE,TYPE A _ TON 289.30 TON $59.00 $17,088.70 39 HMA INTERMEDIATE,TYPE C TON 869.66 TON $53.40 $46,091.98 40 HMA BASE,TYPE C TON 2701.59 TON $52.00 $140,482.68 41 HMA FOR APPROACHES,TYPE B TON 174.70 TON $75.00 $13,102.50 42 ASPHALT FOR TACK COAT TON 0.44 TON $1.09 $0.44 43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 381.00 SYS $47.52 $18,105.12 44 GUARDRAIL,REMOVE LFT LFT $5.00 4S 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 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 LFT 336.00 LFT $16.00 $5,376.00 54 PCCP FOR APPROACHES,9 IN. S S $45.00 55 MAILBOX ASSEMBLY.SINGLE EA EA $200.50 56 GEOTEXT]LES SYS 1207.82 SYS $1.12 $1,352.76 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 61 SEED MIXTURE,T LBS LBS $1.35 62 MULCHING MATERIAL TON 1.78 TON $400.00 $712.00 63 WATER Kgal Kgal $1,08 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 FIELD OFFICE,C 1.00 MOS 10.00 MOS $1,000.00 $1,500.00 $15,000.00 66 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 FT X 3 FT LFT 150.00 LFT $497.35 $74,602.50 b9 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN , LET 910.90 LFT $33.25 $30,287.43 2o16 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 111/15 through 1131115 y N PPIN �Desonpoo QuantuyyttilsL Tot8IQu antity atf U tat TataLPat Total1Fa : oY Estimate oto©ate, 44 ZPrlce 'hls,Estlmae to bat m61 A v3 :wiz,Axiw N � ,. 70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 32.50 LFT $36.00 $1,170.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR,181N LET 756.25 LET $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 LET 74.00 LFT $76.00 $5,624.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN LFT 196.80 LFT $87.00 $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 LFT 1426.50 LET $5.20 $7,417.80 79 AGGREGATE FOR UNDERDRAINS CYS 122.68 CY5 $32.00 $3,925.76 80 VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95_ 81 GEOTEXTILES FOR UNDERDRAIN SYS 1062.17 SYS $1.00 $1,062.17 82 INLET,CAP EA EA 5460.00 83 INLET,E7 EA 1.00 EA $1.,275,00 $1,275.00 84 INLET,F7 EA EA $1,300.00 B5 INLET,)10 EA 7.00 EA $1.600.00 $11,200.00 86 INLET,MOO EA 4.00 EA $1,600.00 $6,400.00 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,14 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 EA 1.00 EA $12,000.00 $12,000.00 97 ROAD CLOSURE SIGN ASSEMBLY EA 18.00 EA $270.00 $4,860.00 98 DETOUR ROUTE MARKER ASSEMBLY EA 18.00 EA $100.00 $1,800.00 99 CONSTRUCTION SIGN,A EA 12.00 EA $200.00 $2,400.00 100 MAINTAINING TRAFFIC LS 0.75 LS $23,866,61 $17,899.96 101 BARRICADE,1118 LET 224.00 LFT $10.00 $2,240.00 102 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 LET $11.00 $2,437.60 104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SET 80.60 SET $14.00 $1,128.40 105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SET 77.65 SET $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 LET 862.00 LFT $9.50 $8,189.00 108 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $5,200.00 $5,200.00 109 IIANDHOLE,LIGHTING EA 8.00 EA $600.00 $4,800.00 110 CONDUIT,STEEL.GALVANIZED,2 IN LFT 185.00 LET $10.50 $1,942.50 111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41/C LET 185.00 LFT $7.25 $1,341.25 112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,41/C LFT 477.00 LFT $7.25 $3,458.25 113 HANDHOLE EA 2.00 EA $850.00 $1,700.00 114 TRANSVERSE MARKING,THERMOPLASTIC, "SHARKS TEETH" LFT 37.00 LFT $S.00 $185.00 115 LINE,THERMOPLASTIC,BROKEN.WHITE,12 IN,3 FT STRIPE-3 FT GAP LFT 84.00 LET $2.00 $168.00 116 LENE,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 LFT $6.09 $1,800.00 119 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT 190.00 LFT $0.60 $114.00 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 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 3of6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 111115 through 1131115 0ftern, F ,v 'L)QSCYYipl�lnnv " 'e ffJ Quantity�this� JTotaaIpki nti y Un1ta is w TotalvPay: Tota(Pay .t 7` e Estimated to Q4te Prue , this Estimate" #A-Date- 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 169.60 $20,794.39 129 #53 CRUSHED LIMESTONE TON 465.72 TON $20.00 $9,314.40 130 36"RCP STORM WATER PIPE LFT 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 LET 1973.00 LET $143.00 $282,139.00 133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197.43 134 SEGMENTAL BLOCK WALL FF 323.26 IF $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 AC AC $3,155.00 142 YARROW SEED AC 0.28 AC $1,960.00 $548.80 143 CREEPING RED FESCUE SET SET 10.10 _ 144 TURF SEED SFT 88240.23 SET $0.10 $8,824.02 145 GINKGO(MALE) EA 7.00 EA 5400.00 $2,800.00 146 SWAMP WHITE OAK EA EA $360.00 147 RED OAK EA 14.00 EA $330.00 $4,620.00 148 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 EA 20.00 EA $165.00 $3,300.00 151 KWANZAN CHERRY EA 8.00 EA $165.00 $1,320.00 152 WHITE PINE EA EA $185.00 153 BLACK CHOKEBERRY EA EA $45.00 154 KARL FOERSTER REED GRASS EA 139.00 EA $23.00 $3,197.00 155 ARTIC FIRE DOGWOOD Eh 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 EA $40.00 159 DAPPLED WILLOW EA EA $40,00 160 DWARF DELPHINIUM EA 957.00 EA $4.20 $4,019.40 161 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 2298.00 LET $1.25 $2,872.50 166 EROSION CONTROL BLANKET SFT 10615.98 SFT $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 SFT 12920,02 SET $0.18 $2,325.60 171 DOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 CYS $60.00 $5,234.40 172 STEEL EDGING LFT 1536.10 LFT 55.25 $8,064.53 173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00 TOTAL $2,900.00 $2,684,062.59 ALTERNATE BID A Al CONSTRUCTION ENGINEERING LS 0.75 LS $10,000.30 $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 LFT 109.50 LET 55.00 $547.50 AS CURB AND GUTTER,REMOVE LFT 3785.00_LFT $4.50 $17,032.50 AS INLET,REMOVE EA EA $415.00 A7 LIGHT STANDARD AND FOUNDATION,REMOVE 2.00 EA 5.00 EA 6300.00 $600.00 $1,500.00 A7A LIGHT STANDARD,REMOVE EA 4,00 EA $300.00 $1,200.00 A8 PIPE,ABANDON AND GROUT FILL LET LET $11.00 AS EXCAVATION,COMMON 438.00 CYS 5409.17 CYS $23.00 $10,074.00 $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 1090.00 LET $1.25 $1,362.50_ Alt NO 2 STONE TON 166.74 TON $17.25 $2,876.27 AID SUBGRADE TREATMENT,TYPE I SYS SYS $6.24 A14 SUBGRADE TREATMENT,TYPE IUA SYS 85.00 SYS $12.03 $1,020 OD A15 STRUCTURAL BACKF1LL,TYPE 1 CYS 128.00 CYS $23.15 $2,963.20 A16 CHEMICAL MODIFICATION,SOILS _ SYS SYS 55.45 A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00 Alb COARSE AGGREGATE,NO 8 TON TON $40.00 A19 MILLING,ASPHALT,1 172 IN SYS SYS $0.90 40f6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 111115 through 1131/15 1 s Y2!:, ,, fir°' q "a ,: ., x: s .5 . ' � �� &.�4au Odd.L' � a��� gs3���� � >�' ` -. � k .�A.NWat ItB �. �g ■=•0rlpk�0n ��Oua(It�ly;,tf�i& 0181 puantiry Unit'-. iTOtal Pa f;, ';�T0ia1 i�ey N',..,' rN � a -Es imate ��..,tov D43e Nr€ce lh,4I.,!mater c-to`Dat,,'7,,,• A20 PROFILOGRAPH,HMA LS LS 51.00 A21 IIMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $52.00 A22 HMA SURFACE,TYPE TON TON $106.00 A23 HMA SURFACE,TYPE C TON TON $65.00 A24 HMA INTERMEDIATE,TYPE A TON TON $68,00 A26 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 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 LFT LFT $12.00 A32 PCCP FOR APPROACHES,9 IN. SYS 36.00 SYS $52.00 $1,872.00 ASS MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA EA $200.00 A34 SEED MIXTURE,T LBS LBS $1.35 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 LFT 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 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 1.00 EA 1.00 EA 5665.00 $665.00, $665.00 A48 INLET,CAP EA EA $460.00 A49 INLET,J10 EA 5.00 EA $1,600.00 $8,000.00 450 INLET MI0 EA 1.00 EA 51,600.00 $1,600.00 A51 MANHOLE,C4 EA 1.00 EA 51,800.00 $1,800.00 452 MANHOLE,j10 EA 4.00 EA $3,300.00 $13,200.00 A53 ROAD CLOSURE SIGN ASSEMBLY EA 11.00 EA $270.00 $2,970.00 454 DETOUR ROUTE MARKER ASSEMBLY EA 15.00 EA $65.00 $975.00 A5S CONSTRUCTION SIGN,A 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 LFT 248.00 LFT $10.00 $2,480.00 A50 SIGN POST,SQUARE,TYPE 1,REINFORCED 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 $262.50 460 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $16.03 A61 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EA 9.75 EA $8,300.00 $80,925.00 A62 CABLE INTERDUCT LET 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 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN ASS TRENCII,41/3 LFT LFT $7.25 A66 HANDHOLE EA EA $850.00 A67 WIRE,NO 6 COPPER fN PLASTIC DUCT,IN CONDUIT 41/3 LFT LET $7.25 A68 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LET LFT $10.00 A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT LFT 51.00 A70 LINE,THERMOPLASTIC,SOLID,WHITE.4IN. 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 A74 PAVEMENT MESSAGE MARKING, 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 A80 SIGNAL CABLE,1C/14 CA LFT LFT $0.15 A81 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8,560.15 5 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 111115 through 1131115 '5 6 a LPN x 3�' �`$gat t a�fi ` .�'.�v"'ate$ �'R�'. .`z0.' "-'' r % %are,,Ale m. ®11ems Deser 01,0.0 "1' Quan6 0118 Tafa€C1-u2n1i1 Uni Tpfel P3 iv u e, '. a n -E .6'`� e� ,,M si'r t`' ° y o mot, Y '+5 ^fi Y oe Y 'Nom F w K Estlmat,,AN i" to Elate [�rlce thla>rst..... `i,,,,ie;„y•xi'',a. `.Anf,,<x .., �,�.- .�,,.:, �"a ascw���7,«.w<�'.n n'xt�n.'+�3' < ..,� <wr, �:.ra �< !05,,-..,44.,.<,76,,,,,,,,, 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,AMBERARROW,GREEN ARROW EA 0.76 EA $925.00 $700.23 A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00 ABS DISCONNECT HANGER EA EA $275.00 A86 SIGNAL CABLE,5C/14 GA LFT LFT $1.50 A87 SIGNAL CABLE,7C/14 CA LFT LFT $1.65 MB 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 LFT LFT $6.00 A92 CONTROLLER CABINET FOUNDATION,PI EA j 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 A95 SIGNALS LS LS $500.00 TOTAL ALTERNATE BID A $11,339.00' $576,771.95 ALTERNATE BID B 81 CONSTRUCTION ENGINEERING LS LS $4,400.00 B2 MOBILIZATION AND DEMOBILIZATION LS LS $12,643.00 B3 CLEARING RIGHT OF WAY LS LS $5,000.00 B4 EXCAVATION,COMMON CYS CYS $13.00 ES TEMPORARY SILT FENCE LFT LFT $1.25 BE SUBORADE TREATMENT,TYPE IIIA SYS SYS $6.10 B7 STRUCTURAL BACKFILL,TYPE 2 CYS IFS $27.15 BB STRUCTURAL BACKFILL,TYPE 3 CYS CYS $21.15 B9 HMASURFACE,TYPEB TON TON 5110.00 B10 HMA INTERMEDIATE,TYPE B TON TON $45.00 B11_ ASPHALT FOR TACK COAT TON TON $480.00 012 GUARDRAIL END TREATMENT,I EA EA $1,200.00 B13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT LFT $30.00 B14 HANDRAIL,PEDESTRIAN LFT LET $145.00 1315 PCCP FOR APPROACHES,9 I SYS SYS $51.35 MOBILIZATION AND DEMOBILIZATION FOR 816 EA EA SEEDING $200.00 B17 EROSION CONTROL BLANKET SYS 5YS $1.17 BIB GEOTEXTILES SYS SYS $3.39 B19 RIPRAP,REVETMENT TON TON $35.00 020 SEED MIXTURE,T LBS LBS $1.35 B21 MULCHING MATERIAL TON TON $480,00 B22 WATER kGAL kGAL $1.00 823 TOPSOIL CYS CYS $1.00 B24 SODDING,NURSERY SYS SYS $3,27 _ B25 PUMP-AROUND EA EA $4,000.00 STR.,REINFORCED CONCRETE 3-SIDED,28B IN X 626 961N LFT LET $2,490.00 TOTAL ALTERNATE BID B "CHANGE ORDERS ITEMS CO1 910-10 IRRIGATION REPAIR LS 1.00 LS $6,296.00 $6,296.00 CO2 STREET DEPT IRRIGATION AT SPLITTERS LS 1.00 LS 510.105.20 $10,105.20 CO3 18"RCP End Section EA EA $1,078.61 C04 24"RCP End Section EA 1.00 EA $1,162.61 $1,162.61 C05 36"RCP End Section EA 1.00 EA $1.610.61 $1,610.61 CO6 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 4.00 EA 4.00 EA $1,289.50 $5,158.00 $5,158.00 C09 NORWAY SPRUCE EA EA $709.50 CO10 6'Precast Wall column Stain Change LS 1.00 LS $12,190.43 $12,190.43 C011 Unforeseen Utility Adjustments LS 1.00 LS $3,390.00 j $3,398.00 C01.2 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,1.5" EA EA $190.00 C015 Ruby Red Horsechestnut,1.5" EA 17.00 EA $230.00 $3.910.00 _C016 Norway Spruce,6' EA EA $215.00 0017 Plant Trees per Updated Details EA EA $30.00 C018 9"Comp.6153 Stone TON 5277.61 TON $18.02 $95,102.53 C019 B Borrow CYS 658.55 CYS $15.78 $10,391.92 CO20 Geogrid SYS 5839.21 SYS $2.94 $17,167.28 CO21 Freezeguard 40-50 CYS 72.00 CYS $13.20 $950.40 0022 Freezeguard20-29 CYS j 97.00 CYS $18.26 $1,771.22 6of6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10.10 PROGRESS PAY ESTIMATE NO. 11 For work done during the period of: 1/1115 through 1131115 -t � a i r. 1on uantry1h1e: $�7a qan d ' 4 , ty 9 t. a Val Pa➢ q,tVoE'a•00_4, �� e s" �AA,_11 e x t bato Price zthta Estlmeto1 a DO" 0023 TPM.Mohllizarfori LS 1.00 LS. 3556.09 8550100 CO24 TPM;Paint,Broken.Whitc 4111 LF 1290,00 LP $1.10 $1,419.00 0025 TPM,Paint;Solld Whltc4'.IN- LP 346.00 LF $L10 $380.60' CO26 TPM,Pain L Sulk:1Y01os 4 IN IF , 1314.00 LF $1.10 $1,445:40 CO27.TPM,Paint,Stop Line 24 iN LF 40.00 IF $3.30 $132.00 CO28 TPM,Paint;Arrow EA .3.00 EA $66.00 .$198.00 0029 Utility.Conflict Construction lie-Engineering. i IS 1.00 IS _ $4,760.04 54,768:04 15,158.00 _ $182,917.85 TOTAL BASE,ALTERNATE A,ALTERNATE.B AND ANY ADDITIONAL ITEMS I $19;397,00 I $3,443,752.39. TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $19,397.00 TOTAL PAY TO DATE $3,443;752.39 DEDUCT 10%RETAINAGE $344,375.24 DEDUCT PREVIOUS'NET PAY ESTIMATES $3,081,919:85 • NET PAY ESTIMATE NO. 11 $17,457.30 CrossRoad Engineers,PC 7,04,,__ 4 " g//A0? Inspecting Firm By pute. E&B Paving, Inc. �! Z ;0 f5" Cont actor By e