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2013 Illinois St pay request 15 .LUnU+ 0.0 13 UUtJI., em © o 8p 0 ®0 ` CITY OF —1 ARVIEL JAMES BRAINARD, MAYOR EXHIBIT B Disbursement Direction# 15 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(cihuntington.com Re: Depositary Agreement between the City of Cannel and the Huntington National Bank, - Construction Account#4087000986 Dear Kim: On July 7, 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 I Civic Square Cannel, IN 46032 City of Cannel, Indiana By: iffiteiciuiebaurei 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 huntington.com DEPARTMENT OE ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439 EMAII. engineering+carmcLin.gov Illinois Street Bond Construction Account#4087000986 Disbursement Request#15 July 7, 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. $349,032.22 Project 10-10; Illinois Street Extension 17042 Middletown Avenue Invoice#15;PO#25297 Noblesville,IN 46060 . Construction TOTAL $349,032.22 CONSTRUCTION PROJECT INVOICE DATE: July, 06, 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.: 15 Construction pay items as per Progress Pay Estimates No. 15 as shown on the attached invoice for work completed between the dates of June 1, 2015 to June 30, 2015 TOTAL PAY THIS ESTIMATE: $387,813.57 MINUS 10% RETAINAGE: (-) $38,781.35 TOTAL NOW DUE: $349,032.22 Submitted by Z)(CrossRoad Engineers, PC ././7 ` 1?� Project Representative- signed name bate Lance Stahley Project Representative - printed name 1 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 15 For work done during the period of: 6/1/15 through 6/30/15 '''4,r1'7r � M � f �*} �a. r E _ � z 0S ce o 0 a� vhtm t Descnption A ux, Quantity this r OtaQuantity Un z 0 TotaPay Totl;P , = 9 7 `� t t Da ` " P thS E$ me tDaeN0 �,, � s 7, W %: w sirae s Z � t0 e°� 4 7, om ,O, � .Vsl ._ A�aw „ Z g. � ��.a. �ir< e, e� a ve 44Wr kvidWa_ 1,1 , t i75 �,<441.4* 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 LFT $4.50 $12,150.00 8 INLET,REMOVE 1.00 EA 10,00 EA $415.00 $415.00 $4,150.00 _ 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 255.00 LFT 851.60 LET $16.50 $4,207.50 $14,051.40 13 EXCAVATION,COMMON 4189.30 CYS 39189.30 CYS $7.15 $29,953.50 $280,203.50 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 4681.90 LFT $1.25 $5,852.38 21 NO 2 STONE 21.85 TON 687.70 TON $17.25 $376.91 $11,862.83 22 SUBGRADE TREATMENT,TYPE IA SYS 12212.81 SYS $6.25 $76,330.06 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 STORM WATER QUALITY STRUCTURE,1.6 CFS 0.46 EA 1.00 EA $25,150.00 $11,569.00 $25,150.00 26 STORM WATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00 27 STRUCTURAL BACKFILL,TYPE 1 101.60 CYS 2834.28 CYS $21.15 $2,148.84 $59,945.02 28 STRUCTURALBACKFILL,TYPE2 2651.24 CYS 4094.63 CYS $27.15 $71,981.17 $111,169.20 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 MILLI G,ASPHALT,11/2 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 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 TON 289.30 TON $59.00 $17,068.70 39 HMA INTERMEDIATE,TYPE C TON 1326.40 TON $53.00 $70,299.20 40 HMA BASE,TYPE C TON 3863.66 TON $52.00 $200,910.32 41 HMA FOR APPROACHES,TYPE B TON 174.70 TON $75.00 $13,102.50 42 ASPHALT FOR TACK COAT TON 1.40 TON $1.00 $1.40 43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 398.59 SYS $47.52 $18,941.00 44 GUARDRAIL,REMOVE LFT LET $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 50.42 SYS $106.00 $5,344.52 50 HANDRAIL,PEDESTRIAN LFT LFT $145.00 51 CURB AND GUTTER,TYPE 11 LFT 3213.95 LFT $12.00 $38,567.40 52 CURB AND GUTTER,TYPE III LFT 2334.70 LFT $12.00 $28,016.40 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 $200.00 56 GEOTEXTILES 388.70 SYS 2711.33 SYS $1.12 $435.34 $3,036.69 57 RIPRAP,REVETMENT 183.78 TON 850.66 TON $21.00 $3,859.38 $17,863.86 1 58 SCREENING WALL 0.17 LS 0.50 LS $142,150.00 $24,165.50 $71,075.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 4.00 EA $200.00 $800.00 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. 15 For work done during the period of: 611/15 through 6/30/15 W W fi o3. ' $.5 ? sy.ah.' ` = i * r 50 $' ":"d �an n b Item "c' : �eD.e ca p n� w.�� _ fQuatit th �TO 3f Qua ti i U it c vTotaPay T Fa Y ,NO � x a � ry r C YE tim ate k to Date �� ae -f mate af to Dte e :, � v, 'ti 3a c i sn : e', �"R � 9 ,F , ?galle 9. ..-.:i X S d r. ;i...x, xN� g,a. ev;.,113wM N&,s..� ,,w . ' �r�� ^ .A.,'�C .1-t� Po�2f� w.,,:,. ..1.�.6f_er..a s �,,e--s �1 3.4 � 61 SEED MIXTURE,T LBS LBS $1.35 62 MULCHING MATERIAL TON 4.34 TON $400.00 $1,736.00 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. LET 556.00 LFT $11.40 $6,338.40 67 FIELDOFFICE,C 1.00 MOS 15.00 MOS $1,500.00 $1,500.00 $22,500.00 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 175.00 LFT 1364.90 LFT $33.25 $5,818.75 $45,382.93 70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 94.00 LFT $36.00 $3,384.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN 145.50 LFT 1064.25 LFT $39.00 $5,674.50 $41,505.75 72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 423.50 LFT $51.00 $21,598.50 1 73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LFT 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 LET LFT $191.00 77 VIDEO INSPECTION FOR PIPE LET LFT $1.20 78 PIPE,TYPE 4 CIRCULAR 6 IN LET 2456.50 LFT $5.20 $12,773.80 79 AGGREGATE FOR UNDERDRAINS CYS 211.25 CYS $32.00 $6,760.00 BO VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95 81 GEOTEXTILES FOR UNDERDRAIN SYS 1803.81 SYS $1.00 $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 1.00 EA $1,300.00 $1,300.00 85 INLET,J10 1.00 EA 12.00 EA $1,600.00 $1,600.00 $19,200.00 86 INLET,M10 EA 7.00 EA $1,600.00 $11,200.00 87 CATCH BASIN,E7 EA 1.00 FA $1,500.00 $1,500.00 88 CATCH BASIN,K10 1.00 EA 13.00 EA $1,700.00 $1,700.00 $22,100.00 89 PIPE CATCH BASIN,18 IN EA EA $1,300.00 90 MANHOLE,C4 2.00 EA 22.00 EA $1,800.00 $3,600.00 $39,600.00 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 7.00 EA $1,900.00 $13,300.00 94 STRUCTURE,REINFORCED CONCRETE THREE- SIDED SECTIONS,240 IN X 72 EN 101.21 LFT 244.00 LFT $2,029.50 $205,405.70 $495,198.00 95 SANITARY STRUCTURES,ADJUST TO GRADE 1.00 EA 1.00 EA $920.00 $920.00 $920.00 96 PUMP-AROUND EA 2.00 EA $12,000.00 $24,000.00 97 ROAD CLOSURE SIGN ASSEMBLY EA 24.00 EA $270.00 $6,480.00 98 DETOUR ROUTE MARKER ASSEMBLY EA 30.00 EA $100.00 $3,000.00 99 CONSTRUCTION SIGN,A EA 18.00 EA $200.00 $3,600.00 100 MAINTAINING TRAFFIC LS 0.85 LS $23,866.61 $20,286.62 W 101 BARRICADE,1110 LFT 304.00 LFT $10.00 $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 SET 80.60 SET $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 LET 1596.00 LET $9.50 $15,162.00 108 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $5,200.00 $5,200.00 109 HANDHOLE,LIGHTING EA 8.00 EA $600.00 W $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 4 1/C LFT 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 6.00 EA $850.00 $5,100.00 114 TRANSVERSE MARKING,THERMOPLASTIC, "SHARKS TEETH" LFT , 37.00 LFT $5.00 $185.00 I 3017 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 15 For e work done during the period of: 6/1/15 through 6130/15 Vi" ^R r s tc "e Y 3i k s «s t s " k t `s s , *S ru M = ,„ '" � ; i defi Descn0115 F ` * uantity,this ;40a1bi rily f Uni �Tatal(Paii TopPLOay� tDa , 0 � _ la � , ,Estimate t �toate , Price 1*this Estimate ti to,Date=' � .�tw.*�.., �en _;vv i. 4.�;�,����A..;f`�.. . it��a.,�$ huk., ,5�=�z....�z �k w�yAfi es .-;Me..,."�_ �.s.��4s�.P ..,.�et�t P5,, s..,L»'�k ... 115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 FTSTRIPE-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 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,4IN. LFT 1378.60 LFT $0.50 $689.30 121 LINE,THERMOPLASTIC,SOLID,YELLOW,41N LET 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 s 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 8 FOOT PRECAST WALL SYSTEM LET 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 $1,299.00 137 LARGE MERAMEC STONE CYS s 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 0.91 AC $3,155.00 $2,871.05 142 YARROW SEED AC 0.89 AC $1,960.00 $1,744.40 143 CREEPING RED FESCUE SFT SFT $0.10 _ 144 TURF SEED SFT 117505.30 SET $0.10 $11,750.53 145 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 DOWNY SERVICEBERRY 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 BLACK CHOKEBERRY 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 1611 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 SET 50254.73 SFT $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 4 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 15 For work done during the period of: 611115 through 6130/15 ,,w s =°'�`, � a i fw° y fi ' :r.r c a, €. �*Aw&-� F F � a s -P ": 'i a' ;s alb g 41 ° S`� $r�' 3 41-1. ;,; M il's: ° a" a o ,§e{l a 41 �k "� i-s^ Item s `r° "°��1,Descnption a ! Quantity this TotalQuantity r *Unit Total.Pa Total4,Pa p, '1110f,c5 > r, `��`d i S `" , i.5 E i.�;a o .+c g y�,,�,, �, .k xy *, a y Y ""i '��,,,: -,,.,; a T� , oEstniate7.0c :9 tO,Date, .� z aF ,Pnoe '' th ES�, Il'18t24k f t0 Dr.me .Aw "d . ...'v ,..___., <..,s,, . a�,,,.........e.w.„.,.k. .k xd .,,„ „„ ,Ott..` '.:;_ s� .„.. �.,a "�'�''_a�'� �. � ,.,,�..y An ,. 172 STEEL EDGING LFT 1536.10 LFT $5.25 $8,064.53 173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00 TOTAL $375,331.08 $3,528,065.53 _ _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 3813.00 LFT $4.50 $17,158.50 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 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 SUBGRADE TREATMENT,TYPE 11IA SYS 85.00 SYS $12.00 $1,020.00 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 B 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,00,19.0 MM TON TON $52.00 A22 HMA SURFACE,TYPE A TON 75.17 TON $106.00 $7,968.02 A23 HMA SURFACE,TYPE C TON TON $65.00 A24 HMA INTERMEDIATE,TYPE TON _ 184.97 TON $68.00 $12,577.96 A2S 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 31.93 SYS $11.3.00 $3,608.09 A29 CURE RAMP,CONCRETE,TYPE K SYS 30.19 SYS $130.00 $3,924.70 A30 CURB AND GUTTER,TYPE II LET 2620.00 LFT $12.00 $31,440.00 A31 CURB AND GUTTER,TYPE 111 LFT LFT $12.00 A32 PCCP FOR APPROACHES,9 IN. SYS 36.00 SYS $52.00 $1,872.00 A33 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 LFT 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 i A47 CASTING,ADJUST TO GRADE EA 1.00 EA $665.00 $665.00 A48 INLET,CAP EA EA $460,00 A49 INLET,J10 EA 5.00 EA $1,600.00 $8,000.00 A50 INLET M10 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. 15 For work done during the period of: 611115 through 6/30/15 Ya iE fo n prig z 'S '� • p '�S'A Y' s4 zz �, er t :.�.., 5 fir, �+ �,4 ,Sa ��.' , c'q „ix�,*': /Item= r Descriptions' , 1 quantity thisk ,i ,,TotalyQuantdy " Un t T Total Pay g Total Pay too? ;?a �� _ Estimate/ „ Re toPDate a Price ` this Estimate ' fo Date i 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 1432.00 LFT $9.50 $13,604.00 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 A65 TRENCH,4 1/3 LFT LFT $7.25 A66 HANDHOLE EA 3.00 EA $850.00 $2,550.00 A67 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41/3 LFT LFT $7.25 A68 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT LFT $10.00 A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LET LFT $1.00 A70 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT LFT $1.00 A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 I LET LFT $1.00 A72 TRANSVERSE MARKING THERMOPLASTIC STOP LINE,24" _ LFT LFT $10.00 PAVEMENT MESSAGE MARKING, A73 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 LET $10.50 $420.00 A80 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 I N RED, AMBER,GREEN,AMBER ARROW,GREEN ARROW EA 0.76 EA $925.00 $700.23 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 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 LFT 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 A95 SIGNALS • LS LS $500.00 TOTAL ALTERNATE BID A $623,463.02 6 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 15 For work done during the period of: 611115 through 6/30/15 ��a Yu, '<C -:'�tp $� ,n5 *t ` ,, .; h '-.a'� � '� ,. .,AT- +,� , die m Rem °',P e 4Descnption 6V' Quantity�this'1 4Total Quantity, rt iUmt 1 °z �a$TotajlPay� Total Pay ; No ,5% ' ' E r' ,,t ''4.44,n- `z Estimate ( Sto;Date* ,i & ,Pnce�Y,,. this Es mate, nIfo Da e :"3 '� r -- , ,,, ,,,, i s,, ,i no '� , wr>P,A.n ..4'7,. . _. ^` t.,mE� 00 -eag '. ALTERNATE BID B ITEMS 131 CONSTRUCTION ENGINEERING 0.25 LS 075 LS $4,400.00 1 $1,100.00 $3,300.00 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 192.00 CYS 1711.00 CYS $13.00 $2,496.00 $22,243.00 B5 TEMPORARY SILT FENCE LFT 136.00 LFT $1.25 $170.00 136 SUBGRADE TREATMENT,TYPE ILIA SYS SYS $6.10 07 STRUCTURAL BACKFILL,TYPE 2 CYS 543.67 CYS $27.15 $14,760.64 B8 STRUCTURAL BACKFILL,TYPE 3 CYS 237.75 CYS $21.15 $5,028.41 B9 HMA SURFACE,TYPE B TON TON $110.00 B10 HMA INTERMEDIATE,TYPE B TON TON $45.00 1311 ASPHALT FOR TACK COAT TON TON $480.00 1312 GUARDRAIL END TREATMENT,I EA EA $1,200.00 B13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET LET $30.00 814 HANDRAIL,PEDESTRIAN LFT LET $145.00 B15 PCCP FOR APPROACHES,9 IN SYS SYS $51.35 MOBILIZATION AND DEMOBILIZATION FOR B16 SEEDING EA EA $200.00 B17 EROSION CONTROL BLANKET SYS SYS $1.17 Bib GEOTEXTILES SYS 100.00 SYS $3.39 T $339.00 1319 RIPRAP,REVETMENT TON 248.02 TON $35.00 $8,680.70 320 SEED MIXTURE,T LBS LBS $1.35 1321 MULCHING MATERIAL TON TON $400.00 1322 WATER kGAL kGAL $1.00 023 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,288 IN X LET 55.55 LFT $138,319.50 96 IN $2,490.00 TOTAL ALTERNATE BID B $3,596.00 $213,234.25 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 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 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 CO11 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,1.5" EA EA $190.00 Cols 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 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 CO25 TPM,Paint,Solid White 4 IN LE 346.00 LF $1.10 $380.60 0026 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 Utility Conflict Construction Re-Engineering LS 1.00 LS $4,768.04 $4,768.04 C030 9"Comp.#53 Stone TON 5309.94 TON $18.02 $95,685.12 7 of 7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO. 10-10 PROGRESS PAY ESTIMATE NO. 15 For work done during the period of: 6/1/15 through 6/30/15 Item Descnption Quantity this Total Quantity Unit Total Pay Total Pay No.' Estimate to Date Price thtsEsttmate !0'.;Date• C031 BBorrow CYS 658.55 CYS $15:78 $10,391.92' C032 Utility Delay Winter Paving EWA LS LS $25,849.13 C033 Replace Existing Lighting Fixtures LS LS $4,355.03 C034 8 Font Precast Wall System LS LS $285,749.01 C035 Crane Rcmahiliration 1.00 LS 1.00 LS $8,886.49 $8,886.49. $8.886.49 C036 $8;886,49'; $197,191.93 TOTAL BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I $387,813.57 1 $4,,561,954.73' TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $387,813.57 TOTAL PAY TO DATE $4,561,954.73 DEDUCT 10% RETAINAGE $456,195.47 DEDUCT PREVIOUS NET PAY ESTIMATES $3,756,727.04 NET PAY ESTIMATE NO. 15 $349,032.22 CrossRoad Engineers, PC 7 - 6 - Is • Inspecting Firm By Date • E&B:Paving, Inc. `t;. �_ 7-3 -7 Contractor By Date