2013 Illinois St pay request 07 u + u noii uEiui
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mit
CITY -O ' ARMEL
JAMES 13nAINAItD, MAYOR
EXHIBIT B
Disbursement Direction #7
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: (31 7) 229-4094
F.-Mail: Kim.Wilson4),huntimgt.ou.com
Re: Depositary Agreement between the City of Carmel and the Huntington National Bank,
- Construction Account #4087000986
Dear Kim:
On October 15, 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:
Cannel Engineering Department
Attn: Kate Lustig
1 Civic Square
Carmel, IN 46032
City of Carmel, Indiana ,/l
By: �ta :` L d
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.Campbellnhuotineton.eont
Ditavrn :u'r ctr 11NoiNtanmsa
Osir Cave: Syl APE, C,'N.Nr:I.. IN 46032 O]!Ict 3175 1 244] L 317571 2.139
PIIA13 rngtncc.inw]':eunnrl.m.y..
Illinois Street Bond
Construction Account#4087000986
Disbursement Request# 07
October 15,2014
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
ESE.Paving,Inc. $81,156.19 Project 10-10;Illinois Street Extension
17042 Middletown Avenue Invoice#7; PO#25297
Noblesville, IN 46060 Construction
TOTAL $81,150.19
CONSTRUCTION PROJECT INVOICE
DATE: October 13, 2014
COMPANY NAME: E&8 Paving, lnc./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.: 7
Construction pay items as per Progress Pay Estimates No. 7 as shown on the
attached invoice for work completed between the dates of September 1 , 2014 to
September 30, 2014
TOTAL PAY THIS ESTIMATE: $90,173.54
MINUS 10% RETAINAGE: (-) $9,017.35
TOTAL NOW DUE: $81,156.19
Submitted by CrossRoad Engineers, PC
/0%9DaProject Repre nt ive - sig ed name ate
Lance Stahley
Project Representative - printed name
1 o16
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the period of: 9/1/14 through 9130114
i
d
Item T'} 4 Descnpllon • Quantity this 0d ^Total Quantity Unit •44• Total Pay 1 .0701sT Pay `j
Estimate ��' " to Date I Pnce. this Estimate :,to gift().•.
No I 4 I...h I �.wI
I CONSTRUCTION ENGINEERING IS 0.75 LS $75,000.01) $56.250.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS 4273,570.00 $273.570.00
3 CLEARING RIGHT OF WAY IS 0.95 1.5 $75,00000 $71250.00
4 PAVEMENT REMOVAI. SYS SYS $10.00
PAVED SIDE DITCH REMOVE LET 96.00 LET 3800 5768.00
6 CHILD,CONCRETE,REMOVE LFT LET 35.00
7 CURII AND GOITER,REMOVE LET 2700.00 LET $4.50 $12,150.00
8 INLET,IIE$tOVE EA 9.00 LA $415.00 $3,735.00
9 GUARDRAIL END TREATMENT,REMOVE EA EA 325000
10 MAII.tlOX ASSEMBLT,REMOVE EA EA 4300.00
II 1.11111'1'STANDARD AND FOUNDATION,REMOVE LA 3.00 IA $300.00 $900.00
12 PIPE,IEMOVE 1ST 469.00 LET 316.50 $7,736.50
EXCAVATION,COMMON 203.00 CYS 25839.00 C15 37.15 $1,451.45 $164.746.85
BORROW CYS 5504.00 CYS $1.00 $5,504.00
TEMPORARY EROSION&SEDIMENT(:UN'rkoi.,
CURB INLET PROTECTION 2.00 EA 33.00 LA $05.00 $170.00 $2,805.00
TEMPORARY CHECK DAM,REVETM ENTRIT'RAP 24.63 TON 176.32 TON $2650 $652.70 $4,672.48
TEMPORARY DITCII INLET PROTECTION EA 1.00 EA 40500 $85.00
TEMPORARY MULCHING 3.70 TON 14.85 TON $700.00 $2,590.00 $10,395.00
TEMPORARY SEDIFI ENT TRAP TON 60.28 TON 326.50 $1,597.42
TEMPORARY SILT FENCE 41.90 (FT 4681.90 LET $1.25 $52.38 $5,652.38
NO 2 STONE 20.37 TON 294.04 TON $17.25 $351.38 $5,072.19
SIIUGRAUE TREATMENT.TYPE IA SYS 8269.70 SYS $625 $5168563
SIIBGRAOE TREATMENT,TYPE IIIA SYS 547.20 SYS $6.10 $3,337.92
STORMWATER QUALITY smut-mow.tOCFS EA 2.00 EA $19,100.00 $38200.00
STORMWATER QUALI'T'Y til'RIIC'I'IIRE.I.6CF5 EA EA $25.15000
STORMWATER QUALITY STRUCTURE,3.0 CH LA 1.00 EA 539,250.00 $39.25000
STRUC'T'URAL IIACKFII,L,TYPE 1 CYS 2247,14 CYS 321.15 $47,527.01
STRUCTURAL 6ACNEILL,TYPE 2 CYS C'S $27.15
CHE.MICAI.MODIFICATION,SOII.5 SYS 1906.10 SYS 35.45 $10308.25
COMPACTED AGGREGATE,NO.53,BASE TON 794.13 TON 520.00 $15,812.60
COARSE AGGREGATE,NOR TON TON 340.00
COMPACTED AGGREGA'T'E,NO.53, TON 93.19 TON $30.00 $2,795.70
MILLING,ASPHALT,11/2 IN SYS 153.34 SYS $12.50 $1,916.75
Ilia I M PA ra..,..... 1,.--...... taS ► tIl■-
35 IIMA,INTERMEDIATE,TYPE C,OG,19.0,M$1 TON 800.61 TON $49.00 $39,239.69
36 HMA SURFACE.TYPE A TON 119.39 TON $116.00 $10,267.54
37 IIMA SURFACE,TYPE C TON 615.06 TON $78.00 $47,97468
31 HMA IN'I'ERMEHIA4:.Tyr]:A 'ION 289.30 TON $59.00 $17,068.70
31 IIMA INTERFIEOIA'TE,TYPE C TON 669.66 'ION $53.00 $46,091.96
M10 IIMA IIASE,'ITYPE C TON 2701.50 TON 352.00 $140.482.68
M11 IIMA FOR APPROACHES,TYPED TON 174.70 TON 475.00 $13,102.50
ASPHALT FOR TACK COAT TON 0.44 TON $1.00 $0.44
CONCRETE PAVEMENT,TRUCK APRON,7" SYS 361,00 SYS $17.52 $18,105.12
GUARDRAIL.,REMOVE LET LET $5.00
GUARDRAIL ENDIREATM ENT,US EA EA 53.000.00
GUARDRAIL,W-REAM,6 FT 3 IN SPACING LET LET $30.00
CURD,CONCIIETI:,ST'RAIGH'T' LET 250.00 1.141' 414.00 $3,500.00
CURB RAMP,CONCRETE,C SYS 62.60 SYS $117.00 $7,324.20
CURB RAMP,CONCRETE,L SYS 36,20 SYS $106.00 $3837.20
HANDRAIL.PEDESTRIAN LET LET $145.00
CURB AND GUTTER,'ITI'E II LET 2122.95 I,EI' $12.00 $25,475.40
52 CURB AND GUTTER.TYPE III CPT 1222.70 LET $12.00 $14,672.40
53 CURB,MODIFIED,ROLE. LEI' 336.00 LEI' 316.00 $5,376 00
54 PCCP FUR APPROACHES,9 IN. S S $45.00
55 MAII.IIOX ASSEMBLY,SINGLE EA EA $21/0,00
56 GE01'ITXTILES SYS 1207,82 SYS 41.12 $1,352.76
57 RIPRAP,IIEVtrI'MENT TON 255.65 TON $21.00 $536065
2 at 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the period of: 9/1114 through 9/30/14
Item i Description I Quantity this . Total Quantity, U Unit Total Pay Total Pail „
No 1•I „ Estimate IO Dale), Price this Estimate to Date Y=
58 SCREENING WALT. 1.5 LS $142.15000
59 MOBILIZA'T'ION AND DEMOBILIZATION FOR EA 2.00 EA 52110.00 $400.00
60 EROSION CONTROL BLANKET 2456,11 SYS 4502.07 SYS $1.17 $2,873.65 $5.26742
61 SEED MIXTURE,T LOS LBS $1.35
lit MULCHING MATERIAL, 0.68 TON 0,68 TON 5400.00 $272.00 $272.00
63 WATER Kgal Kgal $1.00
64 TOPSOIL CYS CYS $100
65 SODDING,NURSERY 807.22 SYS 807.22 SYS 53.10 $2,502.38 $2,502.38
66 IRRIGATION,CONDO IT.PVC,4 IN. L1'1' 358.00 .II' $11.40 $4,058.40
67 FIELD OFFICE.C 1.00 MOS 7.00 .105 $1,500.00 $1,500.00 $10,500.00
68 STRUCTURE,REINFORCED CONCRETE BOX LET 150,00 Al' 5497,35 $74,002.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN LPI' 805.00 .FT $33.25 526,766.25
70 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN LFT 16.50 ,ET $36.00 $50400
71 PIPE.REIN FORCED CONCRETE.CIRCULAR,IR IN LET 56525 .FT $39.00 $22,04475
72 PIPE.REINFORCED CONCRETE,CIRCULAR,24 IN LEI' 299.00 FT $51.00 $15,249.00
73 PIPE.RE:INFORCED CONCRETE,CI RCIIIA11,30 IN LET 74.00 ,Fr $76.00 $5,624.00
74 PRIM,REINFORCED C.ONCRETE,CUICULAR,36 IN LET 196.60 .FT $87.00 $17,121.80
75 PIPE,REINFORCED CONCRETE,CIRCIILAR,54 IN LEI' 159.00 .El 5130.00 $21,942.00
76 PIPE,REINFORCED CONCRETE,CIRCULAR.60 IN LIT .F'I' 5191.011
77 VIDEO INSPECTION FOR PIPE LFF .E7 $1.20
78 PIPE,TYPE I CIRCULAR 6 IN LET 1426.50 LET $5.20 $741700
79 AGGREGATE:FOR UNDERWLIINS CYS 122.68 :YS 532.00 $3.925.76
1111 VI LIEU INSPECTION FOR ONDEIIIIRAINS LET LIT $0.95
01 GEOTEXTILF,S FOR IINDERDIIAIN SYS 1062.17 SYS $1.00 $1,062.17
132 INLE:1',CAP EA EA 5460.00
113 INLET.E7 EA 1.00 EA $1,275.00 51,275.00
84 INLET,F7 EA EA $1,300.00
OS INLET,II0 EA 6.00 EA $1,600,00 $9,600.00
E16 INLET.3110 FA 4.00 EA $1,600.00 $6,400.00
07 CATCH BASIN,117 EA 1.00 EA $1,500.00 $1,500.00
88 CATCH BASIN,K10 EA 10,00 EA $1,700.00 $17,000.00
09 PIPE CATCH BASIN.Ili IN EA EA 51,300.00
90 MANHOLE,C4 EA 12,00 EA 51,1100.00 $21,600.00
91 MANHOLE.L4 EA 1.00 EA 55,900.00 $5,900.00
92 MANHOLEI4 EA 6,00 EA $2,900.00 $17,400,00
93 CATCH BASIN,M10 EA 3.00 EA $1000,00 $5,700.00
94 St'RUCI'URE.REINFORCED CONCRETE.THREE. LET 142.79 LEI $2,029.50 $289,792.31
95 SANITARY STRUCTURES,ADJUS''I'O GRADE EA EA $920.00
96 PUMP-AROUND [A 1.00 CA 512.000.00 $12,000.00
97 ROAD CLOSURE SIGN ASSEMBLY EA 18.00 FA $270.00 $4,860.00
9R DETOUR ROUTE MARKER ASSEMBLY EA 18.00 EA $10000 $1,800.00
99 CONSTRUCTION SIGN,A EA 12.00 EA $200.00 $2,400.00
100 MAIN'T'AINING TRAFFIC LS 0.75 LS $23,866.61 $17,899.06
101 BARRICADE,III8 LET 224.00 LIT $10.00 $2,240.00
102 DECORATIVE STREET SIGN ASSEMBLY EA 3.00 EA $1425.00 $4,275,00
103 SIGN POST,SQUARE,TYPE I,REINFORCED 23.00 LET 221.60 LET $1100 $253.00 $2,437.60
104 SIGN,SHEET,WITH LEGEND LOBO'THICKNESS 10.00 SIT 80.60 SFr $1400 $140.00 $1,128.40
105 SIGN,SHEET,WITH LEGIINDII,1OI1"'THICKNESS 700 SET 77.65 SET $1500 $45.00 $1,16475
106 DECORATIVE STREET LIGHTING,WIRING AND EA 5.00 EA $8,875.00 $44375,00
107 CARI.E INTEROUCT LET 862.00 LET $9.50 $8,16900
100 LIGHTING POWER DISTRIBUTION PANEL EA 1,00 LA 15,200,01) $5,200.00
109 IIANUIIOLE,LIGHTING EA 8.00 EA $600.00 $4,800.00
110 CONDO I'1',STEEL.GALVANIZED,2 IN LIT 185,00 LEI' $10.511 $1,942.50
Ill WIRE,NO COPPER IN PLASTIC.DUCT'.IN LIT 185.00 LET $7.2S $1,341.25
112 WI RE,NO 6 COPPER IN PLASTIC DUCT.IN LIT 477.00 LFT 57.25 $7458.25
113 HAND/WIlL: EA 2.00 EA $850.00 $1,700.00
114 TRANSVERSE MARKING,'I'll ERMOPLASI'IC, LIT 37.00 LEI' $5.00 $185.00
115 LINE.THERMOPLASTIC.BROKEN.WIII'Ib:,12 IN,3 LEr 84,00 LEI' $2.00 $168.00
116 LINE,THERMOPLASTIC,BROKEN,WIIITE,6 IN,3 LEE .: $1.00
117 PAVEMENT MESSAGE MARKING, EA 4,00 EA $80.00 $320.00
118 TRANSVERSE MARKING THERMOPLASTIC LET 300.00 EFT $6.00 $1,800.00
119 LINE.TIIERMOPIA9TC,13110KEN,WHITE,4 IN LEE 190,00 LET $0.60 $114,00
120 L.INE,TIIERMOPIASI'IC,SOLID,WIIITI:,4 IN. !sr 1378.60 LET $0.50 $63930
121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN 1.EI' 664,00 I.FT $0.60 $518,40
122 PAVEMENT MESSAGE MARKING, EA 700 EA $50.00 $350.00
123 SNOWI'EOWAIILI(RAISED PAVEMENT MARKER EA EA $2011110
124 GENERAL CONDITIONS LS LS $5.00000
125 IMPORTED MIL CYS as 5665
126 GRADING C15 7800.00 CYS $6.50 $50700.00
127 ASPHALT SURFACE COURSE 99.03 TON 99.03 TON 587.63 $8,878.00 $8,678.00
120 ASPIIALT INTERMEDIA'T'E COURSE: 298.77 'ION 298.77 TON $69.60 $20,794.39 $20,79439
129 #53 CRIISIIED LIMESTONE 465.72 EON 465.72 TON $20.00 $9,314.40 $9,314,40
130 36'RCP STORMWATER PIPE LIT 256.00 LET $00.00 $20,480.00
3 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the period of: 911114 through 9130114
14 '''14-'-'1`?" 1 :tilt. i 1 , " F it -t i
Item :iii 1 Description ••'Cluantity this. Total Dua lay`. ,,.Unit Total Pay Total Pei' (
No ,it 11 'Estimate ,$: to Data E Puce..j this EstmateV 'to Deli .
131 CONCRETE END SECTION EA 600 EA $1;110.00 $8,460.00
132 6 FOOT PRECAST WAIL SYSTEM LEE 1973.00 LET $143.00 $282,139.00
133 N FOOT PRECAST WALT.SYSTEM III LET $197.43
134 SEGMENTAL.BLOCK WALL FF 323.26 F1' $35,00 $11,314.10
135 IRRIGATION SYSTEM LS LS $97,500.00
136 OVERSIZED C011D1.E STONE CYS 194 CYS $100.00 $194.00
137 LARGE MERAM EC STONE 23.29 CYS 28.52 CYS $90.00 $2,096.10 $2,56680
1311 STONE PARK 17.69 CYS 22,78 CYS $130.00 $2,299.70 $2,961.40
139 RIP RAT' CYS 80.33 CYS $61.00 $4,900.13
140 MESIC PRAIRIE MIX Al AC 33.820.110
141 LOW STATURE PRAIRE MIX At AC $3,155.00
142 YARROW SEED Al. 0.28 AC $1,960.00 $548.80
143 CREEPING RED FESCUE SFT SIT $0.10
144 TIIIIFSEEI) 40259.10 SET 88240.23 SFT $0.10 $4,025.91 $8,824.02
145 GINKGO(MALE) EA 7.00 IiA $400.0( $2600.00
146 SWAMI'WHITE OAK EA P:A $360.00
147 RED OAK EA 14,00 I:A $330.00 $4,020.00
148 DOWNY SERVICI1IEI1ItY EA 22.00 EA $160.00 $3,520.00
149 KOUSA DOGWOOD EA 7.00 EA $190.00 $1330.00
1511 EASTERN REDBUD EA 20.00 EA $165,00 $3,300.00
151 KWANZAN CHERRY CA EA $165,00
152 WIIITEPINE EA EA $1115.00
153 PLACE CIIOKETIERRY EA EA $4500
154 KARL Euli11STER REED GRASS 107.00 EA 139,00 EA $23.00 $2,461.00 $3,197.00
155 ARTIE FARE DOGWOOD 19.00 EA 19,00 EA $3)01) $703.00 $703.00
156 GREY OWL JUNIPER 67.00 EA 95.00 EA 137.00 $2,479.00 $3,515.00
157 HAMELIN DWYA11F FOUNTAIN CRASS 109.00 EA 130,00 EA $15.00 $1,635.00 $1.950.00
150 NINEBARK EA EA $40.00
159 DAPPLED WIllOW EA EA $40.01)
160 DWARF DELPHINIUM 186.00 IAA 938,00 EA $4.20 $781.20 $3,939.60
161 KIM'S KNEE VIGIL CONEFLOWER 160.00 EA 311,00 EA $14.00 $2,240.00 $4,354,00
162 JOLYENE NICIIOLE DAYLILY 154.00 EA 251.00 EA $13.60 $2,094.40 $3,413.60
163 EVERGREEN CANDYTNFT 551.00 IA 551.00 EA $4.20 $2,314.20 $2,314.20
164 BLACK EYED SUSAN 120.00 EA 253.00 EA $14.00 $1,680.00 $3,542.00
165 TEMPORARY STET'FENCE III' 2298,00 LIT $1.25 $2872.50
166 EROSION CONTROL BLANKET .16436.85 SET 10615.98 SFT' $0.20 ($3,287.37) $2,12720
167 INLET PROTECTION 1[A 13.00 EA $15000 $1,950.00
loll PEDESTRIAN STOP SIGN EA EA $200.110
169 Ili IN THERMOPLASTIC STOP BAR LIT LET $6.111)
170 WEED HARRIER FABRIC 10130.72 SET 12920,02 SET 50.18 $1,823.53 52.32560
171 DOUBLE.SHREDDED HARDWOOD MULCH 52.74 CYS 81.24 CYS $60.00 $3,164.40 $5,234.40
172 STEEL EDGING 1091.00 LET 1536.10 LET $5.25 $5,727.75 $8,064.53
173 AUSTRIAN PINES(PINES NIG RA) EA EA $230110
'l'OTAI. $83,878.54 $2475,135,02
AI:FERMATI:BID A
Al CONSTRUCTION ENGINEERING LS LS 410,000.00
A2 MOBILIZATION AND DEMOBILIZATION 1.5 LS $44,4011.00
A3 CLEARING RIGIIT OF WAY 1,5 0.60 LS $7,000.00 $4,200.00
A4 CURB,CONCRETE.REMOVE LET LIT 55.00
AS CURB AND GUTTER.REMOVE LIT LET S4.50
A6 INLET,REMOVE EA EA $415.00
A] LIGHT STANDARD AND F(IIIN DATION,REMOVE EA EA $300.00
A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 51.200,00
All PIPE,ABANDON AND GROUT FILL LET LIT $11.00
A9 EXCAVATION,COMMON CYS CYS $23.00
TEMPORARY EROSION&SEDIMENT CONTROL,
010 CURB MIFF PROTECTION 1!A 1200 FiA $115.00 $1,020.00
All TEMPORARY slur FENCE LIT LET $1.25
Al2 NO 2 STONE TON 'ION $17.25
A13 SIIBGRADE TREATMENT. YI'I I SYS SYS $6.24
A14 SUBGRADE TREATMEN'I',TYI'E IIIA SYS SYS $12.00
AIS SI'RIICTURAL IIACKFILL,TYPE I CYS CYS $23,15
AIG CIIEM ICAL MODIFICATION,SOILS SYS SYS $5.45
Al? COMPACTED AGGREGATE.NO.53,BASE TON TON 5211)10
Ala COARSE AGGREGATE.NO O 'EON TON 140111)
A19 MILLING,ASPHALT,1 1/2 IN SYS SYS $0.90
A20 PROFILOGIIAPIT,BMA LS IS $1.00
A21 IIMA,INTERMEDIATE,TYPE C,0G,19.0 MM TON TON $52.00
022 OSIA SURFACE,TYPE A TON TON $106.00
4 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the period of: 9/1/14 through 9130/14
Item ....;,..ti.tE Desioptlon .Quantity,l is.1 jr Total Quantity' Unit` Total Pay Total Pays
Estimates. to Onto.„, ' Pnce' this ESdmate to Date
A23 IIMA SURFACE,TYPE C TON TON S6500 1 `
A24 11MA INTERMEDIATE.'TYPE A TON I'ON $68.00
A25 1131A INTERMEDIATE,TYPE C TON TEN $5200
A26 IIMA BASE,TYPE C TON TON S4900
A27 ASPHALT FORTACK COAT TON TON $1.00
628 CURD RAM I',CONCRETE.TYPE C SYS SYS 5113.00
A29 CURB RAM(',CONCRETE,'IYI'E K SYS SYS 51311.00
A30 CURD AND GUTTER.TYPE II I.P'I' LIT $12.00
A31 CURB AND GUTTER,TYPE III 1ST 1.11' $12.00
A32 PCCP FOR APPROACHES.9 IN. SYS SYS $52.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA $200.00
A34 SEED M I%'TURE.T LINS LOS $1.35
A35 MULCHING MATERIAI, TON 'I DM 540(1(10
A36 WATER Kgal Kgal 31.00
A37 TOPSOII. CYS CYS $1.00
A3t SODDING,NURSERY SYS SYS $3.11
A39 PIPE.REINFORCED CONCRETE,CIRCULAR 12 IN LFr LET $33.25
A40 PIPE,REIN FORCED CONCRETE,CIRCULAR 10 IN LIT I.FE $45.00
All PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LFT LEI' $76.00
A42 PIPE.REINFORCER CONCRETE,CIRCULAR 24 IN 1ST I,FT S60.00
A43 VIDEO INSPECTIO FOR PIPE LFT LET $200
A44 PIPE,TYPE 4 CIRCULAR 6 IN LIT LET $5.20
A45 AGGREGATE FOR UNDERDItAINS CYS CYS 532.00
A46 GEOTEXTILES FOR UNDERI)RAIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE EA EA 5665.(10
A411 INLET'.CAP EA EA 5460.00
A49 INLET,710 EA EA $1,600.011
ASO INl.E'I'in 10 EA EA 51600.00
AS MANHOLE.C4 EA EA $1,800.00
A52 MANHOLE,J10 EA CA $3,300.00
A53 ROAD CLOSURE SIGN ASSEMBLY 3.00 EA 3.00 EA S27000 $810.00 3610.00
A54 DETOUR ROUTE MARKER ASSEMBLY 15.00 EA 15.00 EA $65.00 $975.00 3975.00
ASS CONSTRUCTION SIGN,A 6.00 EA 6.00 EA t $10000 5600.00 $600.00
AS6 MAIN'T'AINING TRAFFIC 1.5 1.5 56,064.97
AS7 BARRICADE,III-D 1.11' I.FT $111.110
A50 SIGN I'OST,SQUARI:,T'YPE 1,REINFORCED
ANCHOR BASE LT I.Er $11.00
A59
SIGN,SHErr,WITH LEGEND 0.000 IN THICKNESS SP SF 51400
A60 SIGN,SHEET.WITH LEGEND 0,100 IN THICKNESS SF SF 41500
DECORATIVE STREET LIGHTING.WIRING AND
661
INSTALLATION EA EA $8,300.00
A62 CABLE IN'FEIIDUCI' LET LFT $9.50
A63 IIANDHOLE.LIGHTING EA EA $60000
A64 CONDUIT,STEEL,GALVANIZED.2 IN LFT LFI' $10.50
WIRE.NO 6 COPPER IN PLASTIC DUCT,IN
66' TRENCH,41/3 LET LIT S7.25
A66 IIANIIIIOI.E EA EA $1150.01)
WIRE,NO 6 COZ'I'ER IN PLASTIC(NICE,IN
A67
CONDUIT 41/3 LFT LEI' $7.25
TRANSVERSE MARKING TIIERMDPIASI'IC
A68 CROSSWALK,WHI'T'E.24' LET' I.FT $10.00
A69 LINE,TIIEIIMOI'IASI'IC,IIROKEN,WHITE,4 IN LIT LIT $1,00
A7U LINE,TIIERMOPI.ASI'IC,SOLID,WIIrrE 4 IN. LIT LEI' $1.00
A71 LINE.TI IEIIMOPLASTIC,SOLID.YELLOW,4 IN LIT I.FT 31.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24' LIT in 31000
PAVEMENT MESSAGE MARKING,
A73
THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00
PAVEMENT MESSAGE MARKING,
A74 T'l1ERMOPIASTIC.WORD,"ONLY" EA CA 3100.00
A7S SNUWPIAAVAHLE RAISED PAVEMENT MARKED EA EA $2011.00
A76 SIGNAL SUPPORT FOUN DATION,36 IN X 144 IN EA CA $2,100.00
5 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the poriod of: 911/14 through 9/30/14
Item -i; Desonp00n T 1 ":CluanUty this - Total Quantly ° 11 Unit ' , Total Pay Total Pay ",;
No. I ,, C Estimate to Date'1- 1 Pnce< this Estimate r to Dole:"4',
A77 SIGNAI,S'T'RAIN POLE,SEEBL,30 FT NA EA 34,500.00
A78 IIANDIIOLE,SIGNAL EA EA 4075.00
CONDUIT,STEEL,GALVANIZED,21N,
A79 UNDERGROUND LET LFI' 41050
ABE SIGNAL CATTLE,IC/14 GA LFI' LPT $0.15
CONTROLLER AND CABINET.MASTER.M ENU
AU) DRI VEN,II PHASE EA EA 48,665.011
TRAFFIC SIGNAL I IEAD.:3 FACE.12 IN RED,
\N2 AM DER,GREEN EA EA 4620.00
AIM TRAFFIC SIGNAL HEAD,S FACE,121N RED,
AMBER,CREEN,AMBERARROW,GREEN ARROW RA EA 4925,00
AN4 SPAN,CATENARY.AND TETHER LA EA 11,70000
A05 DISCONNEI:I'HANGER EA RA 427500
686 SIGNAL CABLE,5C/14 GA LET LET 11.50
A87 SIGNAL CABLE,7C/14 GA LIT LET S1.65
ABB SIGNAL CABLE,30/0 GA LFI' LET $2.50
A99 SIGNAL CABLE,2C/16 GA.SHIELDED LIFT LFT $0.75
A90 SIGNAI.OE'I'ECFOII HOUSING EA EA 44350,00
A91 SAW CUT FOR ROADWAY LOOT'AND SEALANT 1ST LFI' 46.00
A92 CONTROLLER CAM NE'T FOUNDATION.PI EA EA $1,025.00
A93 SIGNAI.SERVICE EA EA 5000.00
A94 LOOP DETECTOR DELAY AMPI,IFIEll,2 CHANNEL EA EA $25000
MISCELLANEOUS F.QUII'M ENT YON TRAFFIC
A95 SIGNALS 1.5 I,S 3500.011
TOTAL ALTERNATE DID A 42,385.00 $8,805.00
ALTERNATE BID If
01 CONSTRUCTION ENGINEERING I.S LS 34,300111)
132 MOBILIZATION AND DEMOBILIZATION 1.5 I.S 412,643.00
113 CLEARING RIGI IT OF WAY LS LS 45,000.00
114 EXCAVATION,COM MON CYS CYS 413.01)
85 TEMPORARY SILT FENCE _ LET LFT $1.25
116 SUBG RADE'EIIEATM ENT,TYPE IIIA SYS SYS 46.10
07 STRUCTURAL.DACKFILL.TYPE 2 CYS I:YS 427.15
NN STRUCI'URAI.BAt:KFILL,TYPE 3 CYS I:YS 321.15
30) IIMA SURFACE,'FIFER TON 'ION 3110.110
1110 IIMA INTERMEDIATE.TYPE It TON TON 34500
011 ASPHALT FOR TACK COAT TON TON 448a00
R12 GUARDRAIL ENO TREATMENT.I EA EA 31,20000
1313 GIIARDIRAIL,W-BEAM,6 FT 3 IN SPACING LF'1' LIT 430.00
014 HANDRAIL.,PEDESTRIAN LFI' LIT $14500
015 PCCP FOR APPROACHES,91N SYS SYS 351.35
131( MOBILIZATION AND DEMOBILIZATION FOR EA FA
SEEDING 3200.00
1117 EROSION CONTROL BLANKET SYS SYS $1.17
RIR GEOTEXTILES SYS 515 33.39
1119_ RIFI3A'S REVETMENT TON TUN 335.00
020 SEED MIXTURE,T LBS LOS $1.35
1321 MULCHING MATERIAL, TON TON 3400110
1322 WATER kGAI. kCAI, 41.00
1323 TOPSOIL C1'S CYS 31.00
1124 SODDING,NURSERY SYS SYS 43.27
1325 VUMP'AROUNII EA EA 34,000.00
N26
SIR.,REINFORCED CONCRETE 3-SIDED,20N IN X LIT LIT
96 IN 32.490.011
TOTAL ALTERNATE HID H
6 ol 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 07
For work done during the period of: 9/1/14 through 9/30114
Item i.a" j Desclpliany 1 ..Ouanttylhisl Total Quantity t :Unit ' t T tal Pay, Total Pay,'{
Na S,t. -;Estimate] I I." to Date , Puce i 'was this Estimate Cooke
CHANGE ORDERS ITEMS
001 110.10 IRRIGATION REPAIR I IS 100 LS 36.296 00 66.296.00
002 STREI'.1 DEPT IRRIGATION AT SI'LITY2915 j LS 1.00 IS $10,105.20 $10,105 20
03 10 RCP End Secunn EA EA $1,078 61
004 24"RC6 End Section RA 1.00 EA $1.162,61 $1,162,61
COS 36"RCP End Section EA 1.00 EA 51.63261 $1,61061
006 S4 RCRCPEn ectIon EA 1.00 EA $2,562.61 52,562.61
CO7 60-RCP End Section EA EA $3,346.61
Cos STRI'6I'LIGIIT FOUNDATIONS LA EA 51,269.50
CO9 NORWAY SPHIICE I CA EA $70950
cola 6'Precast Wall column Stain Change LS IS $12,190.43
am Haim eaten OlEly Adjustment. LS LS $3,398.00
0017 Unforeseen Structure/Tian Adjustments LS ES $2.24800
CDI31alanese Cellova,2.5 EA EA $365.00
C0141apanesel ree Lilac,1.5 t:A EA $190.00
COfSIIuhy fled llorseehestnal.1 5" 17.00 CA ;7.00 EA $230.00 33,910.00 $3,910.00
CO In In Norway Sim tire,6 EA FA $215.60
0017 Plant Trees per Updated Details -i EA EA $30.00
33,910.00 325,647.03
TOTAL BASE,ALTERNATE A.ALTERNATE B AND ANY ADDITIONAL ITEMS I 190,173.54 1 22,509,587,05
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $90,173.54
TOTAL PAY TO DATE $2,509,587.05
DEDUCT 10% RETAINAGE $250,958.70
DEDUCT PREVIOUS NET PAY ESTIMATES $2,177,472.16
NET PAY ESTIMATE NO. 07 $81,156.19
CrossRoad Engineers, PC (/ JD�/4//9-
Inspeum0 Firm [/ By Date
E&B Paving, Inc. A /„�;iLK.—t. /0-/Y—/V
Contractor y Data