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HomeMy WebLinkAbout2013 Illinois St pay request 09 , m © nl lB • 1]. iil ® I" , ®e© Q f f l © ®l ®., CI CARMEL JAWS BRAINARD, MAYOR EXHIBIT B Disbursement Direction#9 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.Wilsonhuntington.com cr Re: Depositary Agreement between the City of Carmel and the Huntington National Bank, - Construction Account#4087000986 Dear Kim: On December 18, 2014, 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 f By: Name: Diana L. Cordray Title: Clerk-Treasurer * Your Alternate contact at Huntington National Bank will be: Ellen Campbell Tel: (616) 235-5941 E-mail: Ellen.CampbelMhuntingrton.com Oar: CIVIC: SQL:ARE. CA1 ilI., I N 46032 Ornca. 317.571.244 I FA y 317.571 2=139 EMAIL Cngincc•ring@cirW L'].in.L40A- • Illinois Street Bond Construction Account#4087000986 Disbursement Request#09 December 18, 2014 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. $231,981.78 Project 10-10;Illinois Street Extension 17042 Middletown Avenue Invoice#9;PO#25297 Noblesville,IN 46060 Construction TOTAL $231,981.78 CONSTRUCTION PROJECT INVOICE DATE: December 18, 2014 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.: 9 Construction pay items as per Progress Pay Estimates No. 9 as shown on the attached invoice for work completed between the dates of November 1, 2014 to November 31, 2014 TOTAL PAY THIS ESTIMATE: $257,757.53 MINUS 10% RETAINAGE: (-) $25,775.75 TOTAL NOW DUE: $231,981.78 Submitted by CrossRoad Engineers, PC A / 2 0 Project 'epresentativ* signed name ate Lance Stahley Project Representative - printed name 1 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 09 For work done during the period of: 11/1/14 through 11131/14 Rip Q J a.' `� I�r,a a s 1• ?�H� IR"r RP i Katil'i3 1.r'' iggM iO n�- i€ Gi M'grl. UA p "41 Quantity thlss,0 e> Total Quant€ty �MI [1 Unit , 4 %Total Pay Totat Paay Item �a Desch hon L t 1 € f C 1 r` � 1 a ,U� ire No � �R g, �8 1e � ����`�"r3 Estlmates,� ,-, €to��ate��. �� Priue�� L £this Estimate to f7ate1���Z t� •��$, `��"°-a�. a.,,''',,�t�'�w�J�.�,e "�'e����� �€a, .�.e.Ema€�`"` s .!a�^x; r�.�a-E�F��i'�a �, 7 ._�,��'a.a.�' �"'J � .dF al.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 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 LET 96.00 LFT _ $8.00 $768.00 6 CURB,CONCRETE,REMOVE LFT LET $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 $7,896.90 13 EXCAVATION,COMMON CYS 25839.00 CYS 57.1$ $184,748.85 14 BORROW CYS _ 5504,00 CYS $1.00 $5,504.00 15 TEMI'ORAIRYEROSION&SEDIM ENT 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 1.38 TON 16.23 TON $700.00 $966.00 $11,361.00 19 TEMPORARY SEDIMENT TRAP TON 60,28 TON $26.50 $1,597.42 20 TEMPORARY SILT FENCE LFT 4681.90 LFT $1.25 $5,852.38 21 NO 2 STONE TON 294.04 TON 517.2$ $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 $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 CFS _EA 0.54 EA $25,150.00 $13,581.00 26 STORMWATER QUAI,ITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00 27 STRUCTURAL BACKF[LL,TYPE 1 28.00 CYS 2343.14 CYS $21.15 $592.20 $49,557.41 28 STRUCTURAL BACKFILI.,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,ASPIIAL'F,11/2IN SYS 153.34 SYS $12.50 $1,916.75 >IMPACTST o,RCCLT ><--- 35 IIMA,INTERMEDIATE,TYPE C,DO,1.9.0 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 A . TON 615.06 TON $78.00 $47,974.68 38 JIMA INTERMEDIATE,TYPE A TON 289.30 TON $59.00 $17,068.70 39 IIMA INTERMEDIATE:,TYPE C TON 869.66 TON $53.00 $46,091.98 40 HMABASE,TYPEC '['ON 2701.59 TON 5.52.00 $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 $1.00 $0.44 43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 381.00 SYS $47.52 $18,105.12 44 GUARDRAIL,REMOVE LET LET $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 250.00 LET $1.4.00 $3,500.00 48 CURB RAMP,CONCRETE,C SYS 62.60 SYS $117.00 $7,324.20 49 CURB RAMP,CONCRETE,I. 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 $2 CURB AND GUTTER,TYPE III LET 1222.70 LET $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 GEOTIXTILES 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 KgaI $1.00 64 TOPSOIL CYS CYS ' $1.00 65 SODDING,NIIRSERY SYS _ 807.22 SYS $3.10 $2,502.38 66 IRRIGATION,CONDUIT,PVC,4IN. LFT 356.00 LET $11.40 $4,058.40 67 FIELD OFFICE,C MOS 8.00 MOS $1,500.00 $12,000.00 2 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 09 For work done during the period of: 11/1/14 through 11/31/14 'I 3 i L I9 ` E s erke f 0�tr ce n t' t 4 'Og R tem P - ��g Dscnption F t Quantity t Total Quantity � U9 4 Toa P Total Pa l° )7 � , e� C ; %NC t 1 ' tnafe �� to Dae � Pn ° ths Etimtt 'topate am 'Ait olk t r n 5. aWrn'i ,t g« - ,1 ,' 3 � « q ✓ °� tvz 1.. . .,t t n5 ' STRUCTURE,REINFORCED CONCRETE BOX 68 SECTIONS,9 FT X 3 FT LFT 150.00 LFT $497.35 $74,602.50 69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN 76.00 LFT 910.90 LET $33.25 $2,527.00 $30,287.43 70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN 16.00 LET 32.50 LET $36.00 $576.00 $1,170.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LET 756.25 LET $39.00 $29,493.75 72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LET 299.00 LFT $51.00 $15,249.90 73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LFT 74.00 LET $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 159.00 LFT $138.00 $21,942.00 76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT LET $191.00 77 VIDEO INSPECTION FOR PIPE LFT LET $1.20 78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 1426.50 LFT $5.20 $7,417.80 79 AGGREGATE FOR UNDERDRAINS CYS 122.68 CYS $32.00 $3,925.76 80 VIDEO INSPECTION FOR UNDERDRAINS LET LET $0.95 81 GEOTEXTILES FOR UNDERDRAIN SYS 1062.17 SYS $1.00 $1,062.17 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 EA 7.00 EA $1,600.00 $11,200.00 86 INLET,M10 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 2.00 EA 6,00 EA $1,900.00 $3,800.00 $11,400.00 94 STRUCTURE,REINFORCED CONCRETE THREE- SIDED SECTIONS,240 IN X 72 IN LET 142.79 LET $2,029.50 $289,792.31 95 SANITARY STRUCTURES,ADIUST 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 RDUTE 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,HIE LFT 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 LFT $11.00 $2,437.60 104 SIGN,SHEET,WI'FIi LEGEND 0,080"THICKNESS SFT 80.60 OFT $14.00 $1,128.40 105 SIGN,SHEET,WITH LEGEND 0100"THICKNESS SET 77.65 SET $15.00 $1,164.75 106 DECORATIVE STREET LIGHTING.WIRING AND INSTALLATION 12.00 EA 17.00 EA $8,875.00 $106,500.00 $150,875.00 107 CARLE INTEROUCT LET 862.00 LET $9.50 $8,189.00 109 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $9,200.00 $5,200.00 109 HANDIIOLE,LIGHTING EA 8.00 EA $600.00 $4,800.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LET 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 LET 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" LET 37,00 I.FT $5.00 $185.00 115 LINE.THERMOPLASTIC,BROKEN,WHITE,12 IN,3 FT STRIPE-3 FT GAP LET 84.00 LET $2.00 $168.00 116 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3 FT STRIPE-3 FT CAP LFT LET $1.00 117 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, FISHHOOK LANE INDICATION ARROW EA 4.00 EA $80.00 $320.00 118 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT 300.00 LFT $6.00 $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 I LFT 864.00 LET $0.60 $518.40 122 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, LANE INDICATION ARROW EA 7.00 EA $50.00 $350.00 123 SNOWPLOWABI.E RAISED PAVEMENT MARKER EA EA $200.00 _ 124 GENERAL CONDITIONS 1.5 LS $5,000.00 3 of 6 CITY OF CARMEL CARMEL•ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 09 For work done during the period of: 11/1/14 through 11/31/14 s iy,4k� * c �i�a''e �' &r, - a s sc5 ::1 IG n�ertlfti, r ; C5I' I_ *a Rf i a°'l "�n dte w ,,,x : 11J' cr ,n, " ' ;��, 9 11Witeis� g , 0taloy.aptd f �a Prli Total p yq, E 15 Total Pays, 7. ,, i y ; . Othis Estimate rto Dates t �-`tip., .: ,�'=�1,@l '_a„';.'k".. r ,.a'' l f. a 5,F_.-[ ,,r ,. .,z3I"°'ifr 7� 1"P tt 5 w ild�'1 E' 1 u 211 `,,, z 125 IMPORTED FILL CYS CYS $6.65 126 GRAD]NG 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 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 LFT 1973.00 LFT $143.00 $282,139.00 133 0 FOOT PRECAST WALL SYSTEM LIT LFT $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 $1299.00 137 LARGE MERAMEC STONE CYS 28.52 CYS $90.00 $2,566.80 138 STONEBARK CYS _ 22,78 CYS $130.00 $2,961.40 139 RIP RAP CYS $0.33 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 SFT 88240.23 SFT $0.10 $8,824.02 145 GINKGO(MALE) EA 7.00 EA $400.00 $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 REDBIJD 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 EA 19.00 EA $37.00 $703.00 156 GREY OWL JUNIPER EA 95.00 EA $37.00 $3,515.00 157 IiAMELIN 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 IOLYENE NICHOLE DAYLILY EA 251.00 EA $13.60 $3,413.60 163 EVERGREEN CANOYTUFF 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 LIT 2298.00 LFT $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 5150.00 $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 SFT $0.16 $2,325.60 171 DOUBLE SHREDDED I'IARDWOOD 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 $114,961.20 $2,675,695.59 'ALTERNATE BID A Al CONSTRUCTION ENGINEERING 1,S 0.50 LS $10,000.00 $5,000.00 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 LET 109.50 LFT $5.00 $547.50 AS CURB AND GUTTER,REMOVE LFT 3650.50 LF F $4.50 $16,427.25 A6 INLET,REMOVE EA EA $415.00 A7 LIGHT STANDARD AND FOUNDATION,REMOVE FA 3.00 EA $300.00 $900.00 A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 $1,200.00 AB P1PE,ABANDON AND GROUT FILI, LET LFT $11.00 A9 EXCAVATION,COMMON CYS 3948.00 CYS $23.00 $90,804.00 ASO TEMPORARY EROSION&SEDIMENT CONTROL, CURB INLET PROTECTION EA 12.00 EA $85.00 $1,020.00 All. TEMPORARY SILT FENCE 1090.00 LET 1090.00 LFT $1.25 $1,362.50 $1,362.50 Al2 NO2 STONE TON TON $1.7.25 A13 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24 4 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 09 For work done during the period tof: 11/1/14 through 11/31/14 ;Al'.e( w _:.? s z L r 1?.san "em:d`" 4 Rr: i a c z" 3 $n a` wom " z x` 1 `s 4 '4 Item s LDes�crlp o ` Efi t i t E*©uantity this Tot01 Quantity „ Uiil g !Tatar Pay E Tour Pay : No Z I Y 1 I 1 Estinate to Date b Pr[ce a this Est€mate 1, to Date`s ' ei ,;zo, y�t i`�,. P 1 t *z i'`g1 i r : °6-'"„xa ; 2 � t€31/1, ._ dl far d"�, ua; �."t .,�a,a:� g-�.,,<w52i. e A14 SURGRADE TREATMENT,TYPE MA SYS SYS $12.00 A1S 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,BASIS TON TON $20.00 AIR COARSE AGGREGATE,NO 8 TON TON $40.00 A19 MILLING,ASPHALT,I.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 HMASURFACE,TYPE A TON TON $106.00 A23 HMA SURFACE,TYPE C TON TON $65.00 A24 HMA INTERMEDIATE,TYPE A TON TON $68.00 A25 HMA INTERMEDIATE,TYPE C TON TON $52.00 A26 IIMA BASE,TYPE C TON TON $49.00 A27 ASPHALT FOR TACKCOA'1' TON TON $1.00 A28 CURB RAMP,CONCRETE,TYPE C SYS SYS 5113.00 A29 CURB RAMP,CONCRETE,TYPE K SYS SYS $130.00 A30 CURB AND GUTTER,TYPE II LFT LFT $12,00 A31 CURB AND GUTTER,TYPE III LET LFT $12.00 A32 PCCP FOR APPROACHES,9IN. SYS SYS $52.00 MOBILIZATION AND DEMOBILIZATION FOR A33 SEEDING EA _ EA $200.00 A34 SEED M€XTURE,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 LET $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 LET LFT $76.00 A42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT LFT $60.00 A43 VIDEO INSPECTIO FOR PIPE LFT LFT $2.00 A44 PfI'E,TYPE4 CIRCULAR 6IN 28.00 LFT 28.00 LFT $5.20 $145.60 $145.60 A45 AGGREGATE FOR UNDERDRAINS 2.52 CYS 2.52 CYS _ $32.00 $80.64 $80.64 A46 GEOTEXTILES FOR UNDERDRAIN SYS_ SYS_ $0.95 A47 CASTING,ADJUST TO GRADE EA EA $6fi5.00 A48 INLET,CAP EA EA $460.00 A49 INLET,J10 EA 5.00 EA $1,600.00 $8,000.00 A50 INI.F,TM10 EA 1.00 EA $1,600.00 $1,600.00 A51 MANHOLE,C4 EA EA $1,800.00 _A52 MANHOLE,110 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 A56 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40 A57 BARRICADE,III-B LET 248.00 LET $10.00 $2,480.00 A58 SIGN POST,SQUARE,TYPE I,REINFORCED ANCHOR BASE LFT LFT $11.00 A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SF SF $14.00 A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00 A61 DECORATIVE STREET LIGITING,WIRING AND INSTALLATION 9.75 EA 9.75 EA $8,300.00 $80,925.00 $80,925.00 A62 CABLE INTERDUCT LFT LET $9.50 A63 HANDHOLE,LIGHTING EA EA $600.00 A64 CONDUIT,STEEL,GALVANIZED,2 IN LET LET $10.50 ASS WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH, 41/3 LFT LPT $7.25 A66 HANDHOLE EA EA $850.00 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT A67 41/3 LFT LFT_ $7.25 TRANSVERSE MARKING THERMOPLAS'T'IC MB CROSSWALK,WHITE 24" LFT LFT $10.00 A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LET LET $1.00 A70 LINE,THERMOPLASTIC,SOLID,WHITE,41N. LFT LEI' $1.00 A71 LINE,THERMOPLASTIC,SOLD,YELLOW,4 IN LFT LET $1.00 TRANSVERSE MARKING THERMOPLASTIC STOP A72 LINE,24" LET LFT $10.00 A73 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, LANE INDICATION ARROW EA EA $50.00 5 016 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 09 For work done during the period of: 1111114 through 11/31/14 3 ; N"^' � `I `a Sy i @;�,.i !�Ug�,st, a. A �3 I�`..g gi- 14 T:N M1M-1 3' "x t t§M' ' £1 gori ii 'Item 1p i Eg E4Descrtptson- l � t' q., 'I' Quantity this 'ir Told Quant4yk n3 ,iuili fi� ' Total,Pay Total`Pay iNo ' , * ,ri x a--AR, Estimated' S 610 Date* 4VPrice 5thisIEstumate t S to bate , e" aag�E, to i., rt g r : ' R � -e x ���,���`,����.-�, ,�, C.. ,< e��7� �Q=.n�,rii��g>r�-uv�m,`�'�.,t€ Na�..�`< _.b�.���€�, � ,��t1"� .� �;,ts�>,r�i A74 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, WORD,"ONLY" EA EA $100.00 A75 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00 A76 SIGNAL SUPPORT FOUNDATION,36IN X 144 IN EA EA $2,1.00.00 A77 SIGNAL STRAIN POLE,STEEL,30 FT EA EA $4,500.00 A78 HANDHOLE,SIGNAL EA EA $875.00 A79 CONDUIT,STEEL,GALVANIZED,21N, UNDERGROUND 40.00 LFT 40.00 LFT $10.50 $420.00 $420.00 A80 SIGNAI.CABLE,1C/I4 GA LFT LFT $0.15 A81 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8,560.15 AB 2 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMBER, GREEN EA 3.19 EA $620.00 $1,977.80 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED, A83 AMBER,GREEN,AMBER ARROW,GREEN ARROW EA 0.76 EA $925.00 $700.23 A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00 ABS DISCONNECT IIANGER EA EA $275.00 ABS SIGNAL CABLE,SC/14 GA LFT LET $1.50 A87 SIGNAL CABLE,7CJ14 GA LFT LFT $1.65 A88 SIGNAL CABLE,3C/8 GA LET LFT $2.50 A89 SIGNAL CABLE,2C/16 GA,SHIELDED LET LFT $0.75 A90 SIGNAL DETECTOR HOUSING EA ' EA $650.00 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 $800.00 A94 1.00P DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC A95 SIGNALS LS LS $500.00 TOTAL ALTERNATE BID A $82,933.74 $316,219.77 ALTERNATE BID B 131 CONSTRUCTION ENGINEERING LS LS $4,400.00 B2 MOBILIZATION AND DEMOBILIZATION LS LS $12,643.00 133 CLEARING RIGHT OF WAY LS LS $5,000.00 B4 EXCAVATION,COMMON CYS CYS $13.00 BS TEMPORARY SILT FENCE LFT LFT $1.25 B6 SUBGRADETREATMENT,TYPEIIIA SYS SYS $6.10 07 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15 BB STRUCTURAL BACKFILL,TYPE 3 CYS CYS _ $21.15 B9 IIMASURFACE,TYPEB TON TON $110.00 B10 LIMA INTERMEDIATE,TYPE B TON TON $45.00 B11 ASPHALT FOR TACK COAT TON TON $480.00 B12 GUARDRAIL END TREATMENT,I EA EA $1,200.00_ 613 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET LFT $30.00 B14 HANDRAIL,PEDESTRIAN LFT LFT $145.00 B15 PCCP FOR APPROACHES,9IN SYS SYS $51.35 1316 MOBILIZATION AND DEMOBILIZATION FOR EA EA SEEDING _ $200.00 B17 EROSION CONTROL BLANKET SYS SYS $1.17 B18 GP,OTEXTILES SYS SYS $3.39 B19 RIPRAP,REVETMENT TON TON $35.00 1320 SEED MIXTURE,T 1,BS 1.BS $1.35 821 MULCHING MATERIAL TON TON _ $400.00 B22 WATER kGAL kGAL $1.00 _B23 TOPSOIL CYS CYS $1.00 1324 SODDING,NURSERY SYS SYS $3.27 B25 PUMP-AROUND EA EA _ $4,000.00 1326 SIR.,REINFORCED CONCRETE 3-SIDED,288 IN X 96 LET LFT IN $2,490.00 TOTAL ALTERNATE 61D B CHANGE ORDERS ITEMS C01 #10-10 IRRIGATION REPAIR LS 1.00 LS $6,296.00 $6,296.00 CO2 STREET DEPT IRRIGATION AT SPLITTERS LS 1.00 LS $1.0,105.20 $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 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 , -• 6.06• CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION . PROJECT NO.10.10 • • PROGRESS PAY ESTIMATE NO. 09 For work done during the period of: lifif14 through ; 11,1 10 14 .,:,,,i.4., f;',',.10 , ;-,..-54.4.aw.-.,...-,:-.1,„Tyx•lif...:1,,,,...y.,,x.',:zroo,,,g1:77,4*5:Nr,,;:::-N,f ,4!P,(14-'4q,,..--,i4171, t ,..''4:P.D...cogrgiO:',-.1.: g:f:As.=9.2"04,91ti4V,,ti1.,01 !",a,F,O.V0'4,' ''TY-Pjj:'?g',',iMT,"14!:170411k,47?—','.-1,'- ggli '.-1•1,,":.'..•4.A-247,,• •4;t4p..T•lp:Ai•ig.v74,,,f411.4'.:.:-•-•': !NtstiftiaTkr 1. -':•'.1'712.'•DhoTt4.:•;:,,i.,. PI.crte•AT.";:1")11111m41el-4.,, pp!-0',..-;,- , HEE 6071(01'FaSet:Ilur.l. ' EA_ EA 53,3-16.6.11 maSTREETI.IpiT'MNIDATIONS EA EA $1.2139,50' , —7 1 .., 109 NORWAY SPL11150. EA 1 EA S709.50 (4011 0'13.-ce4g kV at!cAlIIIIII-31.:11n.r.h4SIE, LS I IS 112,130.43 C011 uniul,SN'il 1.3u rq Adi',1EITII.VIlti i`,• ! L'T 03 398.03 _ ',. • ——— 0212[1.:1reSi.n 4,'lig.!.'■.'.t./P.r:1;,1:11t.,...0rcii0 IS I,S 545.00 ....i. ' I 1 EpiA, , 14111 F 5190.9C i Ci'215 Ruby 341 it,3••:.44he,,2xur,.,1..5- I EA ' 12 00 E 0210.22 . 53.9,10,00 . EA 0215;00 C-174'.94:14D33,.4;per y,pet l 0Nails , LiI. CA 1.I0.1)0 — ---, CC5 Compci.cd•Agttrm:a7eTt33 2053.43' TON 205343 TON 010 02 137;00231 : 1S37 0,02:81 ...__. 0000 114.1oh•44,1 05 11 .., 13.55 0TS 65.3 40 US i 010.78 1110,30.1,D2 1 $10,351.32 011244(4,4g64' • 42•T-0,77, '14T0' , 424O.:0 ST:077 i0..94 012,467.41O I TOTAL ADDITIONAL ITEMS 059,862.051.737:5119',2 .....„_. • 1070L 8:3815 AL 7E!NATE A.AL.TERNATE fi ANC,ANY'AD11)%310NAL Fsms - Ts257:7!:?,51T73;077,41?A:PS —7—, •_,.., ----.... TOTALS AND PAY ESTIMATE CALCULATIONS • ------,-.— —.,.... --. . TOTAL PAY THIS ESTIMATE $257,757.53 • --,, TOTAL PAY TO DATE $:3,077,424.99 DEDUCT 10%RETAINAGE $307,742.50 DEDUCT PREVIOUS NET PAY ESTIMATES $237,700 70 • NET PAY ESTIMATE NO. 09 5211,981.78 • •--- .- CrossRoad E.,ngincers, PC , fr- '' 411110,...mied .4Lilie31 -.., — r ' a ,r,, rnspear,g rim Y /9 / E& Paving, Inc. • .. ' T.- ,b,••,./`4'1;',`"' ..----- 1:2 --/g.,- /y , : Oy Oath --- ' •