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2013 Illinois St pay request 03 NI W{ 0 o © U 11-_1°U Nino •0 0 0 Of-ng- 1 CITY OF ARMEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction #3 E-Mail or Fax the signed Disbursement Direction to: The Huntington National Bank Corporate Trust Department (1NHP22) Attn: Kim Wilson Tel: (317) 229-4094 Fax: (317) 229-4094 E-Mail: Kim.Wilsonghuntington.com Re: Depositary Agreement between the City of Carmel and the Huntington National Bank, -Construction Account#4087000986 Dear Kim: On. June 13, 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 i ' : By: I . 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 @huntington.com DEPAk"I':N9[NT 01 ESN( I,AT:HRIN( OM- Civic SQI.Aizl., CA1■ IN 46032 Orncr.-. 317.5712441 FAx 3.17.571.2439 CONSTRUCTION PROJECT INVOICE DATE: June 12, 2014 COMPANY NAME: E&B Paving, Inc./Gradex, Inc. JV \‘::‘ 213747, 76, AND ADDRESS 17042 Middletown Avenue < ' Noblesville, Indiana 46060 l fz .CEy\J° 12900 N. Meridian Street, Ste. 120 yr, . ' Carmel, Indiana 46032 \ C1 LyG1NEO. A,�' TELEPHONE NO.: (317)-773-4132 -62'fie agi°� FAX NO.: (317)-773-4137 PROJECT NAME: Illinois Street Extension — City of Carmel Project#10-10. PROJECT NO.: 10-10 INVOICE NO.: 3 Construction pay items as per Progress Pay Estimates No. 3 as shown on the attached invoice for work completed between the dates of May 1, 2014 to May 31, 2014 TOTAL PAY THIS ESTIMATE: $135,050.08 MINUS 10% RETAINAGE: (-) $13,505.01 TOTAL NOW DUE: $121,545.07 Sul nit CrossRoad Engineers, PC L / Project '�pr- entative - signzd name Date Lance Stahley Project Representative - printed name 1 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5/31/14 :TN E € ' '�f` a,g' ,.'.. T p p " r ski,q4 'e 5 ?' igi- a r no roe ;-r l - "4. t Item ' 1, '44 Descnpt€on * � i€K 1`, {Quantity tthus ^ ?liTotal Quantity � Un€t, t Total.Pay x $ TotalLFiay4 No ` :,t 1€g� 3i' i �v MAfa Estimate, ,i to Dater+. : ,I, Pnce i this Estimatex "to Date, ' 'S c "V a i^ss-S p-. x t s re {L _1 ° e +� V E twui a +, 1 CONSTRUCTION ENGINEERING 0.15 LS 0.45 LS $75,000.00 $11,250.00 $33,750.00 2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,570.00 $273,570.00 3 CLEARING RIGHT OF WAY LS 0.50 LS $75,000.00 $37,500.00 4 PAVEMENT REMOVAL SYS SYS $10.00 5 PAVED SIDE DITCH,REMOVE LFT LFT $8.00 6 CURB,CONCRETE,REMOVE LFT LFT $5.00 7 CURB AND GUTTER,REMOVE LFT LFT $4.50 8 INLET,REMOVE EA EA $415.00 9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00 10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00 11 LIGHT STANDARD AND FOUNDATION,REMOVE EA EA $300.00 12 PIPE,REMOVE LFT LFT $16.50 13 EXCAVATION,COMMON 6720.00 CYS 6720.00 CYS $7.15 $48,048.00 $48,048.00 14 BORROW CYS CYS $1.00 15 TEMPORARY EROSION&SEDIMENT CONTROL, CURB INLET PROTECTION 16.00 EA 16.00 EA $85.00 $1,360.00 $1,360.00 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP 84.07 TON 84.07 TON $26.50 $2,227.86 $2,227.86 17 TEMPORARY DITCH INLET PROTECTION EA EA $85.00 18 TEMPORARY MULCHING 10.00 TON 10.00 TON $700.00 $7,000.00 $7,000.00 19 TEMPORARY SEDIMENT TRAP TON 42.88 TON $26.50 $1,136.32 20 TEMPORARY SILT FENCE 2564.00 LFT 2564.00 LFT $1.25 $3,205.00 $3,205.00 21 NO 2 STONE 38.80 TON 152.62 TON $17.25 $669.30 $2,632.70 22 SUBGRADE TREATMENT,TYPE IA SYS SYS $6.25 23 SUBGRADE TREATMENT,TYPE IIIA SYS SYS $6.10 24 STORMWATER QUALITY STRUCTURE,1.0 CFS EA EA $19,100.00 25 STORMWATER QUALITY STRUCTURE,1.6 CFS EA EA $25,150.00 26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA EA $39,250.00 27 STRUCTURAL BACKFILL,TYPE 1 CYS 417.24 CYS $21.15 $8,824.63 28 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15 29 CHEMICAL MODIFICATION,SOILS SYS SYS $5.45 30 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00 31 COARSE AGGREGATE,NO 8 TON TON $40.00 32 COMPACTED AGGREGATE,NO.53, TON TON $30.00 33 MILLING,ASPHALT,1 1/2 IN SYS SYS $12.50 >(IMPA " r35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $49.00 36 HMA SURFACE,TYPE TON TON $86.00 37 HMA SURFACE,TYPE C TON TON $78.00 38 HMA INTERMEDIATE,TYPE A TON TON $59.00 39 HMA INTERMEDIATE,TYPE C TON TON $53.00 40 HMA BASE,TYPE C TON TON $52.00 41 HMA FOR APPROACHES,TYPE B TON TON $75.00 42 ASPHALT FOR TACK COAT TON TON $1.00 43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS SYS $47.52 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 LFT $14.00 48 CURB RAMP,CONCRETE,C SYS SYS $117.00 49 CURB RAMP,CONCRETE,L SYS SYS $106.00 50 HANDRAIL,PEDESTRIAN LFT LFT $145.00 51 CURB AND GUTTER,TYPE II LFT LFT $12.00 52 CURB AND GUTTER,TYPE III LFT LFT $12.00 53 CURB,MODIFIED,ROLL LFT LFT $16.00 54 PCCP FOR APPROACHES,9 IN. S S $45.00 55 MAILBOX ASSEMBLY,SINGLE EA EA $200.00 56 GEOTEXTILES 205.30 SYS 625.97 SYS $1.12 $229.94 $701.09 57 RIPRAP,REVETMENT TON TON $21.00 58 SCREENING WALL LS LS $142,150.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA EA $200.00 60 EROSION CONTROL BLANKET SYS SYS $1.17 2 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5/31/14 � c x v �£+4� '�� ;� e�, 3 i t ' i� FS3 a ttxx -R d*a ;.i J°i 3 kN ,4.41. � ' s s„ ``4 sq ,-7:., ' #��T ... s xd.� '...aA! " ur ASH --" .. 34r c, Unit h ry 4 ,, Item )T.a : Description! ' 5 r y Ctuantity this 4 Total Quantity 1,° �N : iig1:0 al Pay£ : Total Pay i'No �! - w,,,t E EsUmateV- Ito Date �° Pnce °� this Estimated ' to Datel t roAl $ R 4 A & t M. : f T .+d•4 x;c '�'d;"„ �-` ".,k.ii 1`.�,�``�_.'.:.iJr�d�h,R,.e4,E,"� ,r_`�1^s�':".-..#.,e.<-,.1...P.c(z e:,:k: ,.a�...:` r�,'��.:� .,..,.,.. ,..L: r«'�'.�'s��,a� w#�r z S .v+N�.Mrb.nc.��..,�-• 61 SEED MIXTURE,T LBS LBS $1.35 62 MULCHING MATERIAL TON TON $400.00 63 WATER Kgal Kgal $1.00 64 TOPSOIL CYS CYS $1.00 65 SODDING,NURSERY SYS SYS $3.10 66 IRRIGATION,CONDUIT,PVC,4 IN. LFT LFT $11.40 67 FIELDOFFICE,C 1.00 MOS 3.00 MOS $1,500.00 $1,500.00 $4,500.00 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 LFT LFT $33.25 70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT LFT $36.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFT LFT $39.00 72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT LFT $51.00 73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LFT LFT $76.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN LFT LFT $87.00 75 PIPE,REINFORCED CONCRETE,CIRCULAR,54 IN LFT LFT $138.00 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 LET $5.20 79 AGGREGATE FOR UNDERDRAINS CYS CYS $32.00 80 VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95 81 GEOTEXTILES FOR UNDERDRAIN SYS SYS $1.00 82 INLET,CAP EA EA $460.00 83 INLET,E7 EA EA $1,275.00 84 INLET,F7 EA EA $1,300.00 85 INLET,J10 EA EA $1,600.00 86 INLET,M10 EA EA $1,600.00 87 CATCH BASIN,E7 EA EA $1,500.00 88 CATCH BASIN,K10 EA EA $1,700.00 89 PIPE CATCH BASIN,18 IN EA EA $1,300.00 90 MANHOLE,C4 EA EA $1,800.00 91 MANHOLE,L4 EA EA $5,900.00 92 MANHOLE,J4 EA EA $2,900.00 93 CATCH BASIN,M10 EA EA $1,900.00 94 STRUCTURE,REINFORCED CONCRETE THREE- SIDED SECTIONS,240 IN X 72 IN LFT LFT $2,029.50 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 4.00 EA $270.00 $1,080.00 98 DETOUR ROUTE MARKER ASSEMBLY EA 18.00 EA $100.00 $1,800.00 99 CONSTRUCTION SIGN,A EA 11.00 EA $200.00 $2,200.00 100 MAINTAINING TRAFFIC 0.15 LS 0.45 LS $23,866.61 $3,579.99 $10,739.97 101 BARRICADE,IIIB LFT 24.00 LFT $10.00 $240.00 102 DECORATIVE STREET SIGN ASSEMBLY EA EA $1,425.00 SIGN POST,SQUARE,TYPE 1,REINFORCED 103 ANCHOR BASE LFT LFT $11.00 104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SFT SFT $14.00 105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SFT SFT $15.00 DECORATIVE STREET LIGHTING,WIRING AND 106 INSTALLATION EA EA $8,875.00 107 CABLE INTERDUCT LFT LFT $9.50 108 LIGHTING POWER DISTRIBUTION PANEL EA EA $5,200.00 109 HANDHOLE,LIGHTING EA EA $600.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LFT LFT $10.50 3 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5/31/14 .a a ,,iti i F k „$ ,,, 3'�' io,1;� x za 27 €• w t. p rtd i R ' F ,�' .4 e ,�,e1, �cf4�' 'rid€ Item V o-: s Descr on; , z , 4, Quantity this I Total Quantity i,, t, lUniti , Total Pays Y 'Total,Pay E a `4 1 r 4 , n Estimate to Date , Pnce this Estimates to Date a y�'$ N 1 � xP? ��*e vl ,� 'R� t '' „rt,a5�d '� �'�f I T �y... '`� '� �� Fe kr� . r 1 ,, ,,, I9 r.F" 1".r„_ :irtf .d. . 'm i W's....r,kt,..,f';� ' a.3�z,i fi., k k,lik,.4s i,.m ri*eu..., . „ .. , :sw.,vk a ao-r`s.�. .r WIRE,NO 6 COPPER IN PLASTIC DUCT,IN 111 CONDUIT 4 1/C LFT LFT $7.25 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN 112 TRENCH,4 1/C LFT LFT $7.25 113 HANDHOLE EA EA $850.00 114 TRANSVERSE MARKING,THERMOPLASTIC, "SHARKS TEETH" LFT LFT $5.00 115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 FT STRIPE-3 FT GAP LFT LFT $2.00 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3 116 F.I.STRIPE-3 FT GAP LFT LFT $1.00 PAVEMENT MESSAGE MARKING, 117 THERMOPLASTIC,FISHHOOK LANE INDICATION ARROW EA EA $80.00 TRANSVERSE MARKING THERMOPLASTIC 118 CROSSWALK,WHITE 24" LFT LFT $6.00 119 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT LFT $0.60 120 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT LFT $0.50 121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT $0.60 122 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00 123 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 7800.00 CYS 7800.00 CYS $6.50 $50,700.00 $50,700.00 127 ASPHALT SURFACE COURSE TON TON $87.63 128 ASPHALT INTERMEDIATE COURSE TON TON $69.60 129 #53 CRUSHED LIMESTONE TON TON $20.00 130 36"RCP STORM WATER PIPE LFT 256.00 LET $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 LET $143.00 133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197.43 134 SEGMENTAL BLOCK WALL FF FF $35.00 ----------- 135 IRRIGATION SYSTEM LS LS $97,500.00 136 OVERSIZED COBBLE STONE CYS CYS $100.00 137 LARGE MERAMEC STONE CYS CYS $90.00 138 STONE BARK CYS CYS $130.00 139 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 AC $1,960.00 143 CREEPING RED FESCUE SFT SFT $0.10 144 TURF SEED SFT SFT $0.10 145 GINKGO(MALE) EA EA $400.00 146 SWAMP WHITE OAK EA EA $360.00 147 RED OAK EA EA $330.00 148 DOWNY SERVICEBERRY EA EA $160.00 149 KOUSA DOGWOOD EA EA $190.00 150 EASTERN REDBUD EA EA $165.00 151 KWANZAN CHERRY EA EA $165.00 152 WHITE PINE EA EA $185.00 153 BLACK CHOKEBERRY EA EA $45.00 154 KARL FOERSTER REED GRASS EA EA $23.00 155 ARTIC FIRE DOGWOOD EA EA $37.00 156 GREY OWL JUNIPER EA EA $37.00 157 HAMELIN DWARF FOUNTAIN GRASS EA EA $15.00 158 NINEBARK EA EA $40.00 159 DAPPLED WILLOW EA EA $40.00 160 DWARF DELPHINIUM EA EA $4.20 161 KIM'S KNEE HIGH CONEFLOWER EA EA $14.00 162 JOLYENE NICHOLE DAYLILY EA EA $13.60 163 EVERGREEN CANDYTUFT EA EA $4.20 I 164 BLACK EYED SUSAN EA EA $14.00 4 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5131114 3'' '`e 34. M i h`.x TI g,? s .p'� 4:s5'c lIt.n. nfi .Fyn` :pia z v x a. w a l u.-4" �' , F r �' r.�k Item = .:4 , �) Description z 446it4° ,w Quantity this "a i` TOtallQuantity + 3t Unit j Total'Pay t 4 Total Pay°-; p,,, ! �, s�'�VY4".1- T 9 ., ' f- +d.r t ? N,,9,,i, ,,,,,„a 8 e 1 ,Cat e, 'q ,� Noy i Ei i0 s 4 �p -1;a: , r pEstimate, to,Date,,,_ g, Price `i thisEstimate g �toDate Ei . 3 sa •-3N4,..," �, .a..i �'B",e,w _i;.y a a-" vy„},s®i4.1,.w tdiCi r :,r, "ft,d. zur. x a's"._3: .:a�._E3 .��ez.'44 4 ,.� 4<?igi*k�i 165 TEMPORARY SILT FENCE 1848.00 LFT 1848.00 LFT $1.25 $2,310.00 $2,310.00 166 EROSION CONTROL BLANKET SFT SFT $0.20 167 INLET PROTECTION 13.00 EA 13.00 EA $150.00 $1,950.00 $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 SFT $0.18 171 DOUBLE SHREDDED HARDWOOD MULCH CYS CYS $60.00 , 172 STEEL EDGING LFT LFT $5.25 173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00 TOTAL $134,030.08 $615,918.19 ALTERNATE BID A _Al CONSTRUCTION ENGINEERING LS LS $10,000.00 A2 MOBILIZATION AND DEMOBILIZATION LS LS $44,400.00 A3 CLEARING RIGHT OF WAY LS LS $7,000.00 A4 CURB,CONCRETE,REMOVE LFT LFT $5.00 A5 CURB AND GUTTER,REMOVE LFT LFT $4.50 A6 INLET,REMOVE EA EA $415.00 A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA EA $300.00 A7A LIGHT STANDARD,REMOVE EA EA $300.00 A8 PIPE,ABANDON AND GROUT FILL LFT LFT $11.00 A9 EXCAVATION,COMMON CYS CYS $23.00 TEMPORARY EROSION&SEDIMENT CONTROL, A10 CURB INLET PROTECTION 12.00 EA 12.00 EA $85.00 $1,020.00 $1,020.00 All TEMPORARY SILT FENCE LFT LET $1.25 Al2 NO 2 STONE TON TON $17.25 A13 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24 A14 SUBGRADE TREATMENT,TYPE IIIA SYS SYS $12.00 A15 STRUCTURAL BACKFILL,TYPE 1 CYS CYS $23.15 A16 CHEMICAL MODIFICATION,SOILS SYS SYS $5.45 A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00 A18 COARSE AGGREGATE,NO 8 TON TON $40.00 A19 MILLING,ASPHALT,11/2 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 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 HMA BASE,TYPE C TON TON $49.00 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 LFT $12.00 A31 CURB AND GUTTER,TYPE III LFT LFT $12.00 A32 PCCP FOR APPROACHES,9 IN. SYS SYS $52.00 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 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 LFT $33.25 A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT LFT $45.00 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,TYPE4CIRCULAR6IN LFT LET $5.20 A45 AGGREGATE FOR UNDERDRAINS CYS CYS $32.00 5 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5/31/14 N ''�sG�t t 1 t s f: { a" 3',4 p to 44 C a , z4 ai z ro y l -: '+ e ,4A L. `i t 9 ,, 1 k{ >r c .sit ,�, r x ""4 :.',.,;:,40,,,': Y 4 � 'i� t -3� tlk '4E Ss 'Item K4 % tF `r,.a-FA Description � e,` '.=,,,,11-1 .!-,!,,11,1!.,.!!,s;:1;:: Total Quantity�? fy ' Unit e 4 �Tota Pay E T ttal Pay '' 5`s$Y.rr4 t riz i p s, € 1 €G ,t '� - n r ' P No .a -4 >, 'r ' ���f e R Eshmatel 1 ,' to'Datet`$` ' Pnce«�m�<l thislEstimate (� toaDate* €r �.�'�€ � ,�,�,, � ,axi �i ..� ,+ '!'4� �t n* r^4 s,� F.�&aa�,<��f��ti'.rx�.i.e�..';e �;'�', a� 1X �_.,�::.�,,,..._ �. v a 3.,ma� �.a ..�:.,�§. 3., nQ��.�a,a,�, -k' . ��� a. �.�',.q , ,_ ..-�s, A46 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95 A47 CASTING,ADJUST TO GRADE EA EA $665.00 A48 INLET,CAP EA EA $460.00 A49 INLET,J10 EA EA $1,600.00 A50 INLET M10 EA EA $1,600.00 A51 MANHOLE,C4 EA EA $1,800.00 A52 MANHOLE,J10 EA EA $3,300.00 A53 ROAD CLOSURE SIGN ASSEMBLY EA EA $270.00 A54 DETOUR ROUTE MARKER ASSEMBLY EA EA $65.00 ASS CONSTRUCTION SIGN,A EA EA $100.00 A56 MAINTAINING TRAFFIC LS LS $6,064.97 A57 BARRICADE,11143 LFT LFT $10.00 SIGN POST,SQUARE,TYPE 1,REINFORCED A58 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 DECORATIVE STREET LIGHTING,WIRING AND A61 INSTALLATION EA EA $8,300.00 A62 CABLE INTERDUCT LFT LFT $9.50 A63 HANDHOLE,LIGHTING EA EA $600.00 A64 CONDUIT,STEEL,GALVANIZED,2 IN LFT LFT $10.50 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN A65 TRENCH,41/3 LFT LFT $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 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 TRANSVERSE MARKING THERMOPLASTIC STOP A72 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 CONDUIT,STEEL,GALVANIZED,2 IN, A79 UNDERGROUND LFT LFT $10.50 A80 SIGNAL CABLE,1C/14 GA LFT LFT $0.15 CONTROLLER AND CABINET,MASTER,MENU A81 DRIVEN,8 PHASE EA EA $8,665.00 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED, A82 AMBER,GREEN EA EA $620.00 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED, A83 AMBER,GREEN,AMBER ARROW,GREEN ARROW EA EA $925.00 A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00 A85 DISCONNECT HANGER EA EA $275.00 A86 SIGNAL CABLE,5C/14 GA LFT LFT $1.50 A87 SIGNAL CABLE,7C/14 GA LFT LFT $1.65 ABB SIGNAL CABLE,3C/B 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,P1 EA EA $1,025.00 A93 SIGNAL SERVICE EA EA $800.00 6 of 6 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 03 For work done during the period of: 5/1/14 through 5/31114 't �-_ r '� �e ,° .t` ?� ,rt Item Descn bonQuanfrt this° ITotal'Quant4 ' I f °'�s �, ` a a¢� Y ty Umtd � Tota1 Payer KTotal Payee udx No��7�, ,� ,�,�, <� �g�� Estimate �� toiDate � � P,nttce�¢� this�Esttmate�^ to'Date esk aa'. �i^ti 4+"x 4.s'�.. ..m, d G:- SrYY. i i �,' sw,. `n. _F' r �a x3 - ,w ��tx a s.»...�.� .,m ..�a'-f $�.-�«. .«rx.Yp z� .�,9��s�w�;..^.�v�. A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC A95 SIGNALS LS LS _ $500.00 TOTAL ALTERNATE BIDA $1,020.00 $1,020.00 TOTAL BASE,ALTERNATE A AND ANY ADDITIONAL ITEMS 1 $135,050.08 1 $616,938.19 1 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $135,050.08 TOTAL PAY TO DATE $616,938.19 DEDUCT 10% RETAINAGE $61,693.82 DEDUCT PREVIOUS NET PAY ESTIMATES $433,699.29 NET PAY ESTIMATE NO. 03 $121,545.07 CrossRoad Engineers, PC // (p//2,// Inspecting Firm By Dale E&B Paving, Inc. /-12.-/q Contractor / By Date