2013 Illinois St pay request 16 JE:JEE 0 0 D UdU' k.
1 1
CITY- CO ARMEL
JAMES BRAINARD, MAYOR
EXHIBIT B
Disbursement Direction # 16
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.Wilson(aihuntington.com
Re: Depositary Agreement between the City of Cannel and the Huntington National Bank,
-Construction Account#4087000986
Dear Kim:
On August 11, 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:
Cannel Engineering Department
Attn: Kate Lustig
1 Civic Square
Carmel, IN 46032
City of Carmel,Indiana
B
Y:
Name: Diana L. Cordray Title: Clerk-Treasurer
* Your Alternate contact at Huntington National Bank will be:
Ellen Campbell
Tel: (616) 235-5941
E-mail: Etlen.Campbell @huntington.com
DEPARTMENT OF ENGINEERING
ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439
ENIA�I,
cnginuN ing@carnicl.m.gov
Illinois Street Bond
Construction Account#4087000986
Disbursement Request# 16
August 11, 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. $296,791.39 Project 10-10;Illinois Street Extension
17042 Middletown Avenue Invoice#16;PO#25297
Noblesville, IN 46060 Construction
TOTAL $296,791.39
CONSTRUCTION PROJECT INVOICE
DATE: August 10, 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.: 16
Construction pay items as per Progress Pay Estimates No. 16 as shown on the
attached invoice for work completed between the dates of July 1, 2015 to July 31, 2015
TOTAL PAY THIS ESTIMATE: $329,768.22
MINUS 10% RETAINAGE: (-) $32,976.83
TOTAL NOW DUE: $296,791.39
Sub itted by CrossRoad Engineers, PC
8(i6/15
Project Representative - signed name Date
Dane Snyder
Project Representative - printed name
1 of
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 711115 through 7)31115
'Stem DesOp0on Quantity this, Tolal.t]uantity . Unit Total Pay
s , Total Pay ,•
No:: -" ' `Etimates to;Date Pdce this Esimae to Date
7 TRUC
_GUNS
[101110,INEERING 0.10 1.5 085 LS 575,000;00 57,500,00 $63:750.00
2 MOBILIZATION AND DEMOBILIZATION CS 1.00 I.5 5273,570.00 5273,570,00
3 CLEARING RIGHT OF'WAY LS 1,00 LS 575,000.00 $75:000.00.
4 PAVEMENT REMOVAL SS'S 43.98 SYS 510.00 5439.80
5 PAVED SIDE DITCH,REMOVE LET 96.00 LET $8.00 $768.00
6 0111)8,CONCRETEi,REMOVE LET LET 55,00
7 CURB AND GUTTER,REMOVE 2511.90 LET 5211.00 LET 54.50 511,299.50 $23,449.50
N INLET,'.REMOVE 1.00 EA 11.00 EA 5415.00 $415.00 $4,565.00
9 GUARDRAIL END TREATMENT,REMOVE ` EA EA -�- $250.00
10 MAILBOX ASSI-41UCT',REN1OVE EA EA $300.00
LIGHT STANDARD AND FOUNDATION;REMOVE 5.00 EA 8.00 EA $300.00 $1,500.00. $2,400.00
12 PI PE;..REMOVE 112.00 LET 963.60 LET $16.50 51,848.00 $15,899.40:
13 EXCAVATION,COMMON CYS 39189.30 CYS $7.15 :$280,203.50
14 BORROW CYS 5504.00 CYS $1.00 $5.504.00
7 S TEMPORARY t:ROSION•&SEDIMENT CON'FIL.
'tO
CI1RI1[Nazi,pROTI,.CTION EA 40.00 PA $85.00 $3400.00
16 TEMPORARY CHECK DAM;(REVETMENT RRIPItAP ' TON 308.01 TON 528.50 58,162.27
17 I'IEMPOIiARYDIT CH'INLETPROTI;CTION .EA 1.00 EA $85.00 '$85.00
18 TEMPORARY MULCHING TON 20.64 TON 5700.00. 514,448 00
JO TI:MPOICARYSEDIMENTTRAi' TON 60,28 TON 526.50' $1.597.42
20 TEMPORARY.SILT T:ENCE . 1702.00. LET 6383.90 LET 81.25 $2,127.50, 57,979.88
21 NOi'STONIi 20.14 TON 707.84 TON $17.20 $347:42: 512.210,24
22 SURGRADE THE VrMENT,TYPE IA 14226.00 SYS 26438.81 •SYS $6.25 $88,912.50- 5165.242.56
23 SIJIIGRADE TREATMENT,TYPEIRA SYS 547,20 SYS $6.10 53.337.92
24 S rORMWATER QUALITY STRUCTURE,1.0 CPS EA 2.00 EA 519,100.00 538,200.00
25 STORMWATER QUALITY STRUCTURE,[.0 CPS EA 1.00 EA $25,150.00 $25,150,00
26 51'ORMWATER QUALITY S'rRUCTHItE,3,0 COS _ EA LOU EA _ 439,250.00 539,250.00
27 STRUCTURAL BACKFILL,'TYPE:1 1471.77 014 4306.05 CYS $21,15 531,127:94 $91,072.96
28 STRUCTURAL BACKEILL,TYPE 2 CYS 4094,63 CYS $27.15' $111.169.20'
29 CHEMICAL M rim FICATION,SOILS SYS 1906.10 SYS 55.45 510.388.25
30 COMPACTED AGGREGATE,N[).53,BASE TON 794.13 TON 520.00 $15,882.60
31 COARSE•AGGREGA'I`E,NOB 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 412.50 $1,916.75
35 HMA.INTERMEDIATE,TYPE C.-00,19,0 MM TON 800.81 TON $49,00. $39,239.69
36 HMA SURFACE,TYPE A TON_ 119.39 TON $11000 510;267.54
37 lIMA SURFACE,TYt'I°.is TON 615.06 TON $78,00 547,974.68
38 ))MA'INTERMEDIATE,TYPE A TON 289.30 TON $59.00 517.066.70
.39' HMAINTERMEDIATE.,;PYPF C - 'EON 1326.40 TON 553.00 .570299.20
40 NMA.BASF,TYPE C TON 3863.66 TON 452.00 '5200,910.32
41 HMA FOR APPROACHES,TYPE TON 174.70 TON $7500 $13;102.50
42 ASPHALT FOR PACK COAT TON 1:40 TON $1.00 $1.40
43. CUNCRICrE PAVEMENT,TRIICK APRON.7" . . SYS 398.59 ,SYS $47.52 - $18,941,00
44 GUARDRAIL.REMOVE [Er LFT 45.00
45 GUARDRAIL,,END TREATMENT,OS EA _ EA $3,000.00
41' GUARDRAIL 'N 110AM;'6 FT'3 IN SPACING LE'r LET '$30,00.
47 CURB,CONCRETE,STRAIGHT LET 250.00 LET $/4.00 53,500.00
48 CIIRB!RAMP.CONCRETE,C. SYS 62,60 SYS 5117:00. 57,324.20
49 CURB RA ME.CONCRETE,L SYS 50,42 SYS ' $106.00 $5.344.52
' 50 HANDRAIL,PEI)%STR1AN ` LOT LEr $141_))))
51 CURB AND GU'CI'ER,TY'PE:II LET 3213.95 LET $12.00 '535,567.40
52 ,CURB AND GLITTER,TYPE III LIT 2334,70 LIT $12.00 528.016.40
53 CURB,•MODIFI£D,ROLL LFT 336.00 LE"r 516,00 ' 55.376:00
54 PLOP FOR APPROACHES,9 IN S S $45.00
55 MAILBOX ASSEMBLY,SINGLE EA EA 5200.00 _
S6 GEOTLXTILES 437.00 SYS 3142.33 SYS $1.12 $482.72 $3,519.41
57 RIPIIAP,REVETMENT 303.52 TON 1154,18 TON. 521.00 56,373.92'_ 524,237,78
58 SCREENING wALL 0.40 LS 0.90 LS 5142,150.00 556,860:00 $127,935.00
59 MO81L 12A'FF(INAND DEMOBILIZATION FOR
SEEDING FA 4.00 EA 4200.00 5800.00
60 EROSION CONTROL BLANKET SYS 4502,07 SYS $1.17 $5,267.42..
51 SEED MIXTURE,T ills LBS $1.35
2of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 711115 through 7131/15
,item , : ,.,,DeSeription Quantity this an
Total;Quoly Unit .'!Total Pay, Total Pay_
h'N0 ' . Estimate `to bate Price this Estimate to''Date
62 MULCHING MATERIAL TON 4.34 TON 1400.00 $1,736.00
'61 WATER -Kgal Kgal $1.011
64 TOPSOIL CYS CYS $1.00
65 SOD0ING.,NUIISERY SOS 807.22 SYS 13.10 52,502,313
66 IRRIGATION,CONDUIT,PVC,4 IN. LET 556.00 LOT 111:40 56;338.40
67 FIELD 0F110E,C 1,00 MOS_ 16,00 MOO 11,500.00 $1,500.00 $24,000.00
651 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3'T LET 159.00 LOT .1497,35 $74,602.50
69 PIPE;REENFORCEDCONCRETE,CIRCULAR,121N 650.60 LOT 2015.50 LOT $33.25 $21,632.45 $67,015.38
70 PIPE,'REtNFO1)CF.D CONCRETE,CIRCULAR,ISIN 563.30 LOT 657.30 LET $20.00 $20;278.80. 523.662.80'
7.1 PIPE,REINFORCED:CONCRETE,CIRCULAR,111 IN 503.50 LET 1567.75 LET $39.00 $19,636.50 $61,142.25'
72 PIPE,REINFORCED.CONCRF:TII CIRCULAR,24 IN LOT 423,50 LET 151.00 $21,598.50
73 PIPE;REINFORCED CONCRETE,CIRCULAR,30 IN LET 74.00 LET 176.00. $5,624.00
74 PII'E,REINFORCED CONCRETE,CIRCULAR,361N LET 196,80 LOT 187.00 $17,121.60
75 11119,REINFORCED CONCRETE,CIItCIILAR„54 IN - 8,00 Li'r 167.00 LOT $138100 $1,104.00. $23,046.00
76 PIPE,I4EINPOI{CEI)CONCRETE,CIRCULAR,7,014 14.00 LET 14.00 LOT $191:00 $2;674,00 52,674.00
77 VIDEO'INSPIIC1'IONFOR,PIPE LOT LOT $020
78 _PIPE,TYPE 4CIRCLILAR6IN 4,00 LET 2460.50. LET $5.20 $20.80. 612,794.60
75 AGGREGATE FOR 1INDERDIZAINS CYS 211.25 CYS $32.00. $6;760.00
80 VIDEO INSPECTION FOR UNDRRDRAENS 1.17 _ LET 10.95
81 0F0TEX79LE5 FOR UNDERDRAIN SYS 1803.81 SYS 11.00 $1,803-8E
82_ INLET,CAP FA EA 1460.00
83' INLET,E7 EA 1.00 EA 41,2755.00 $1,275.00.
84 INLET,67 €:A. 1.00 FA 51,300:00 $1,300.00
89 INLET,110 6.00 1'E0 18;00 EA 51,600.00 $9,600.00._ 528,800.00
H6 INLET,MIS 1.00 04 8.00 EA $1,600.00 51,600:00 $12,800.00
87 GATCH BASIN,E7 EA 1,00 EA &1,500.00
$1,500.00
88 CATCH,BASIN,K10 2.00 FA 15.00 EA 51,700.00 $3,400.00 $25,500.00
89 PIPE CATCH BASIN,161N _ EA NAL. $1,300.00
'10 MAN HOLE,1:4 5.00 _ EA ,_, FA 51,1300.00 $9,000.00 $46,600.00
91 MANHOLE 1.4 1:A _ 1'.00 EA $5,900.00 $5,900.00'
92 MANHOLE,14 1.00 EA .7,00 EA 52.900,00 $2,900.00 620.300.00
33 CATCH'BASIN,M10 7:00 EA 14.00 EA 51,909.110 $13,300.00' '$26;600,00
94 STR€ICTI RE.REINFORCEDCONCRETETHREE-
SIDED SECTIONS;240IN X 72 IN LET 244.00 LET 52.112930 5495,198.00
95 SANITARI`STRUCTIIRES,ADOJSTTOGRADE 2.00 EA 3.00 EA $920.110 $1,840.00 52,760,00
'76 PLUMP-AROUND EA 2.00 EA 512,000.00 524;000.00
97 ROAD CLOSURE SIGN ASSEMBLY 1.00 EA 25,00, EA 3270,00 $270.00 $6,750.00
98 DETOUR ROUTE MARKER ASSEMBLY EA 30.00 EA $100.00 $3,000.00
93 CONSTRUCTION SIGN,A 7.00 EA 25.00 EA 1200.00 $1,400.00 $5,000.00
100 MAINTAININCTIRAFFIC LS 0.85 lS 523;366.61 '$20,286.62
101 TBARRICADC, 1111 16.00. LOT 320.00 LET.V $10.00 $160.00 4 $3,200.00
102 'DECORATIVE,STREET SIGN ASSEMBLY EA 3,00 EA $1,25:00 $4,275.00
103 SIGNPOST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE _ LOT 221,60 OFT 511.00 $2,437.60
104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SOT 80.60 SIT ' 514.00 61,1.28-,40
105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS _ SIT 77.65 OFT 515.00 $1,164;75
106 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION FA 17.00 EA 011.1375.00 5150,875.00
107 CAI3LEINTERDUCr LET 1596.00 LOT $9.50 $15,162.00
108 LIGHTING POWER DISTRIBUTION PANEL EA. 1.00 .EA 55,200.00 55.200:00
109 HANDHO11F,;'LIGHTING EA 8:00 EA 5600.00 $4,800.00
110 CONDUIT,STEEL,GALVANIZED,2 IN LOT 185.00 LOT 110.50. $1.942:50
111 WIRE,NO 6 COPPER'INPLASTi1.Duo;IN CONDUIT•
41/C LOT 185.00 LET 57.25 $1,341.25
112 WIRE,10 6 COPPER IN PLASTIC D11Cr.IN TRENCH,
4.1/C LOT 477.00 LET $7.25 . 53,458.25
113 HANDHOLE EA 6.00, EA $950.00 $5,100.00
114 TRANSVERSE MARRING,THERMOPLASTIC,
-
"SHARKS TEETH" LET 37.00 LOT 15.€10 5185,00
LINE,T HERM(JPLASTIC,BROKEN,WHITE,12 IN,3
11' IT STRIPE-3 OT GAO LE"J' 84.00 LET $2.00 $168.00
116 LINE,T'lIERMOPLAS'l'IC,81)111)03,WHITE,/1 IN,7
,fI'.STItlPE-3 ET LAP LOT LET 11,00
3ci7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10.10
PROGRESS PAY ESTIMATE NO. 16
For work done.during the period of: 7/1115 through 7131)15
Item Descrtptian ... Quantity:thls Total Quantity : Unit " Total Pay " "Total Pay
No. Estimate to' Date Price ' this Estimate . ;to'pate.
117 PAVEMENT MESSAGE MARKING.THERWOPLASt'i(:,
FISHH0OK.L.A14E`INDIt:ATION ARROW EA 4.00 EA 5110:00 5320.00
108 •FRANSVER SE,MARKING•PIIERMOPLASTIC
CROSSWALK,WHITE 24" LET 300.00 LET $6.00 51;800.00
119 LINE,THERMOPLASTIC,ltROKEN,WH1'I'E,4•IN LET 190.00 LET $0.60 5114.00_
120 LINE;THE:RMOPLASTiC,SOLID,WHITE,4,IN. LILT 1378.60 LET $0.50 5609,30
121 LINE,THERMOPLASTIC,SOLID,YELLOw,4IN LET 864.00 LET $0,60 $518.40
122 PAVEMENT MESSAGE MARSINf;,TH ERmOPLASTIC,
LANE INDICATION ARROW EA 7.00 EA $50.00 5350.00
123 S.Otk}'1.OWA6LE RAISED PAVEMENT MARKER EA EA 0200.00
.124 CENERALCONDETIONS LS LS $5,900.00
125 IMPORTED FILL 015 095 $6,65
126 GRADING CYS 7800.00 CA'S 46.56 $50,700.00
127 ASPHALT SOI1RALE 001,858 TON 99.03 TON 407.63_ _ 58,678.00
128 ASPHALT INTERMEEDIATEC00RSF TON 298,77 TON 060:60 $20.794.39
124 853 CR1:rSH1 D LfM S'FONE TON 405.72 TON. 500,00 09.314 40
030 36"RCP.STORMWA'I•ER PIPE LEI' 256.00 LET 480.00 $20;480:00
_130 CONCREITEEND:SEI:TION EA 6.00 EA $1,410.00 $8,400.00.
132. 6 FOOT PRECAST WALL SYSTEM LET 1973:00 LET , 5143.00 5282:139.00
1113•,8 FOOT PRECAST WALL SYSTEM LET LET 1 5197.43
_131 SEGMENTAL BLOCK WALL FE 323.26 FE 135.00 511,314.10:
135' IRRIGATION'SYSTEFI LS 0,45 IS [ 597.500.00 $43,875.00
136 OVCRS17.EO,GC1E001.6:STONE. CYS 12:99 015 51.00.00. $1.299.00
.137, LARGE MERAMECSTONE 015 28:52 .CY5 390.00 02.566:80
138. STONE BARK ' CY'S 22,78 015 ' 5130.00 52:961.40
039 RIP ItAP CY5 80,33 CYS $61:00 54.900.13_
'140 MESIC P11.311118 MIX _ AC Al: 53,820.00
141 LOW STA FIIRE PRAIRE MIX AC 0.91 AC _ $3,15500 52:871.05
142 YARROW SEED AC 0.89 AC 51,160,00 51,744.40'
143. CREEPING RED.FESCUE SET SET $0.10
144 T1111P SEED SET 117500.30 SET _ 50.10 611.750,53
145 (3N11L0(MALE) EA 17.00 EA 5400.00 66,800.00
146 SWAMP WHITE OAK EA 12,00 EA 5360.00 54;320.00
1,147' RED OAK EA 31.00 EA 5330.00 510,230.00
148. DOWNY SEKVICEBERRY EA 47,00 EA $160.00 57,520.00
1.49_ NOUSA-DOGWOOD EA 7.00 EA $190,00 51,330.00
090 EASTERN 1)0DHUD EA 50.00 EA 4165.00 58,250.00
151 KWANZAN CHEERY EA 44.00 EA $165.00 57.260.00
_152 WHITE PINE EA EA SIRS,00
153 RLACK:CHOKE:BEIRRY EA 36.00 EA ..545.00 $1,620.00
154 KARL FOERSTER REED GRASS EA 202.00 EA 023.00 54,648.00
155 AISTIC FIRE DOGWOOD EA 19.00 EA 337.00 5703,00..
156; GREY OWLIUNIPE1 EA 95.00 EA [ . 137.00 $3,515.00
157 HAMELIN:DWARF FOUNTAIN GRASS EA 130.00 EA I $15.00 51.950.00'
158 NINERARK EA 42.00 EA I 540.00 51,680:00
s.159 DAPPLED WILLOW EA 2.1.00 EA $40.00 5840:00
160 DWARFDELPHINIum, EA- . 1377,00 EA $4.20 55,783.40
161.. KIM'S'KNEF'IIIGH CONEFLOWER_ ' EA 311.00 EA 514,00 64.354.00
162 IOLYENENICHOLE,DAELII.Y .. SA .251.00 EA $13.60 53.413.60W
163 EVERGREEN'CANDYTUFT EA 746"00 EA $4.20 53.133.20
164 ,BLACK EYED SUSAN . EA 253:00 EA 314.00 53,542.00
:165 TEMPORARY.SILT:FEN(:E LET 2366,00 LF:1' 5125 52.957.50
:166 EROSION CONTROL BLANKET SET 50254.73 SET . $0.20 510:050.95
167 INLET PROTECTION EA 13.00 EA $150.00 51,950.00
168 PEDESTRIAN STOP SIGN EA EA 5200.00.
1.69 18 IN TIIERML)PLASC{C STOP H.AR LET LET $6,00
170 WEED ltAltrUER FABRIC SET 13491.25 SET 0(1,18 52,428.43'
1.71 DOUBLE SHREDDED HARDWOOD MULCH ' CTS 87.24 CYO 560:00 65.234,40
172 STEEL EDGING LET 1536.10 LEE $520 58,064 53
173 AI)SIIIAN.P1NES[PINES NIGRA) EA EA $230.00
TOTAL 6319:111:04 $3,847,176:58
4 o57
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS'PAY ESTIMATE NO. 16
For work done during the period or 7/1(15 through 7131115
11em Description Quantity thin, Total Quantity. .Unit Total Pay Total Pay
--No Estimate to Dale . . . Price., this Estimate• to,Date '
WALTERNATE BID A
Al CONSTRUCTION ENGINEERING IS . 0.75 LS. 510,000.00 ST500.00.
AZ MOAMLIZATION:ANDDEM013ILIZATION . LS 1.00 15 544,400.00 544,400.00
43 C:LEARING RIGHT OFWAY L5 1.00 1.5 . $7,000,00 57;000.00
A4 CCIRR;CONCRETE,REMOVE 1ST 109.50 LET _ $5.00 $547.50.
AS CURITAN0GLYI TEII REMOVE _ 251.00 LOt' 4064.00 LET $4.50 $1,129.50 518,288,00
A6 INLET,REMOVE: EA EA 5415.00
47 LIGHT STANDARD AND FOUNDATION,REMOVE EA 5.00 EA 5300.00 51,300.00
A7A.LIGHT STANDARD,REMOVE 4.00 EA 8,00 EA 5300,00 51,200.00. 62.400.00
AR PIPE;ABANDON ANDCR0UTFILL 1ST LET $11.90
AS EXCAVATI ON,00MI.1ON CYS 5409.17 015 523:00: 5124,410.91
AIII 'TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 13.00 FA 585.00 51..105.00
A'11 TEMPORARY SILT FENCE LET 1104.00 1ST 51.25 $1,380,00.
412 NO2.STONE TON 166.74 TON . 517.25 52.876.27
A'13 0001RADE TREATMENT.TYPE I SYS SYS 50,24
414 S11HCRADETREATMEN'T,TYPEl114 515 85.00 SYS 512.00 $1,020.00
415 STRUCTURAL,13ACKF.ILL,TYPE 1 CYS 128.00 CYS, 123.15 52.963.20.
A-16 CHEMICAL,MODIFICATION;SOILS SYS SYS . 55.45
A17 c0MPACTEO'AGGREGATE;NO,53,BAST: TON 36959 TON 520.00 57:393.80
AIR COARSE'AC:CRECATE,NOR TON TON $40.00
A19 MILLING,ASPHALT,11/2 IN SYS 515 50.011
AZO PROFIU GRAPH,,I4MA LS CS 51.00
'421 HMA.INTERMEDIATE,'TYPEC.00,'19,0'MI4 TON TON 352.00
422 ((MA 511111/105 TYPE A TON 75,17 TON 5106.00. $7:968.02
423 HMA SURFACE,TYPE 0 TON TON 365.110 _
424 !AMA INTERMEi)IATE,TYPE A TON 184:97 TON 566.00 512.577.96
A25 11144 INTERMEDIATE,TYPE'C TON 1368.24 TON 552.00 $71,148.46
426 HMA`BASE.TYPEC. TON 2160.38 TON $49.00 . 5105,858.62
A27 ASPHALT FOR TACK COAT TON TON $1.00
428 CURB RAMP,CONCRETE:,TYPE C 51'S 31.93 SYS 5113.00 $3:608.09
429. C11Ri RAMP.CONCRETE.TYPE K 555 30.19 SYS' 5130,00 53,924:70
#30 CI.:RB AND CUTTER,T50011 . LIT 2620.00 LIT 312.00. 531,440,00
A31 001111 AND 00011111,'TYPE 111 LIT 1ST $12.00
432 PCCP FOR APPROACHES,9 IN. _ SYS 36.00 515 552.00 51,872.00
A33 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING _ EA EA 5200.00
434 SEED MIXTURE,"1' 1.85 LAS 51.35
435 MULCHING MATER/AL TON "TON 5400.00
A36 WATER"' ' .Kgal KO ' 51.00
A37 TOPSOIL. CYS 015 51.00
.A38 SODDING;NURSERY _ SYS SYS. 53.11
#311 PIPE,RFINFORCEDCONCIRE'TE,CIRCULAR 12 IN LET 332.00 LET 533.25 511.039.00.
440 PIPE,REINFORCED CONCRETE,CIRCULAR 381N LET 36.50 LIT $45.00 51,642.50
#41 PIPE;REIN£OREED,CONCRETE,CIRCULAR 21 IN UT LIT 076.01)
A42 PIPE,REINFOIUIID'CONCRETE,0IICULAI1 24'IN GET LOT 560,00
A43 'VIDEO INSPECTIO,FOR.orrE LIT LET 52.00
A44 PIPE,TYPE 4.CIRCULAR 1 IN LIT 28.00 11,1' 50.20 5145.60
445 AGGREGATE 1'OR.IINDERURAINS ' CYS 2.52 015 532.00 ' 580.64.
A46 GE:OTEX1`ILES FOIL UN DER DRAIN _ SYS SYS $0.95
A47 CASTING,ADIUSTTOGRADE EA. 1.00 EA 5665.00 5665.00
A45 INLET,.AP HA EA 5460.00
A.49 041ST,1'.10 _ _ _ EA 5:00 EA 51,600.00 .58.000:00
450 INLET.R.110 EA 1,00 EA . $1,600.011, $1.600.00
451 MANHOLE,04 EA 1,00 EA ' 57,800.00 $1,800.00
452 MANItOLF::110 HA 4.00 EA 33,300.00 513.200.00
ASS ROAD CLOSURE 51CNASSEMBLY EA 11.00 EA 5220.00 52.970.00
454 DETOUR ROII'CEMARKERASSEMBLY EA 15.00 EA 565.00 5975.00'
ASS CONSTRUCTION SIGN,A EA 6.00 F.A 5100.00 5600.00
A56 MAINTAINING TRAFFIC LS 1,53 IS $6,064.97 59.279,40
407 BARRICADE,111-11 ' L11'. 248.00 LET 510.00 $2,480.00
I
5 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 16
For work done during the period 01: 711115 through 7131115
=. Descn tloa . ; Quantity TolaLOuanGly. Unt Total Pay, Total Pay-
. ty
to.Dale Price this Estimate, to Date,
W _ .
A58 SIGN POST,SQUARE ]'YPE:I,REINFORCED
ANCIIOI BASE LF1' 26,65 LI'T $11.00 $293.:15
A59 SIGN,SHOO'F:'I',WITH LEGEND 0,080 IN THICKNESS SF 18,75 SF $14.00 $262.50
•
A60 SIGN,SHEET,WITH LEGEND 0.1 GO IN THICKNESS SF SF $35.00
Ab 1 DECORATIVE STREET LIGHTING,WIRING AND 1
INSTALLATION ATION KA 9.75 EA $8,300.00 580.925.00
A62 CABLE JNTERDLICT LET] 1432.00 LOT '49.50 513,604.00
A63 HANDHOLE,LIGHTING EA EA 3600.00
A64 CONDUIT,STEEL,GALVANIZED.2 IN LOT 80.00 LOT $10.50 5840.00
ABS WIRE,NIY G C(H'IEI)-IN PLASn C:C DUCT.IN TRENCH,
41/3 LOT I LFT 47.25
A65 IIANDHULE NA 3.00 EA S6S0,00 $2,550.00
WIRE,NO G COPPER IN PLAS'T'IC DUCT.IN CONDUIT
A6: 4.1/3 LOT LOT $725
AfiN TRANSVERSE MARKING THERMOPLASTIC
CLIOSSWALK,WHITE 24" LIT LOT $:0.00
MO 1:INE,THERMOPLASTIC,BROKEN;WHITE,4,IN LOT LFT 51.00
A70 LINE,THERMOPLASTIC,S0LID,WHITE.4IN. LFT 1.1'r $1.00
A771 LINE,TH ERMOPLASTI C,SOLID,YELLOW,4 IN [,FT LET $1.00
Al2 TIIANSVERSEMARKINI:THERMOPLASTIC STOP
LINE,24 " _. tirT LFT $10.00
PAVEMENT.MESSAGE'MARKING,THERMOPLASTIC.
A73 LANE INDICATION ARROW EA EA .$50.00
A74 PAVEMENT MESSAGE,MARKING,THERMOPLASTIC,
WORD,.ONLY" NA EA 4100.00
A75 SNOWPLOWARUF.;RAISED PAVEMENT MARKER NA EA 42130.00
A26 SIGNAL SUPPORT FOUNDATION,36IN X 144 IN EA TA 32,1011.00
A77 SIGNAL STRAIN POLE,STEEL,30 PT EA EA $4,500.00
A78 HANDHOLE,SIGNA1, EA EA 5875.00
A79 CONDUIT,STEEL,GALVANIZED,2 IN,
UNDERGROUND LOT 40.00 LOT 410.50 $420.00
AB0 SIGNAL CABLE,091.14 GA LEI' LOT 50.15
A81 CONTROLLER.AND C,ARINE"F.MAS'I'E1i;MEMI
_DRIVEN,8 PHASE EA 0.99 EA 48,665.00 $8,560.15
A82 TRAFFIC SIGNAL HEAD,.3 PACE,12 IN RED,AMBER,
GREEN EA 3.19 EA $6211.00 $1,977.80
AH3 TRAVER:.SIGNAL HEAD,5 FACE,12 IN KED,
AI'tBER,GREEN,AMAER ARROW,GREEN ARROW EA 0.76 EA 3925.00 5700.23
AE34 SPAN,CATENARY,AND TETHER EA EA $.1;700.00
A85 DISCONNECT HANGER EA EA 3275,00
A86_ SIGNALCABLE.5C;14.GA 1.E1' LET $1.50
ART SIGNAL CABLE,7C/14 GA LOT UT 11.655
A88 SIGNAL.CABLE,3C18 GA. LOT LFT. $2.50
AB9 SIGNAL CABLE.2(/111 CA,SHIELDED LFT LOT 50.75
A90. SIG,NAL'DETF.CTOR;HOUSING . .. EA EA $850.00
A91 SAW CUT FOIl ROADWAY LOOP ANDSEALAN't' LOT.., 56.011
A52' CONTROLLER'CABINETPOUNDATION PI EA FA 11,025.00
A93 SIGNALSERVIS:E EA EA $800.00
A04 LOOP.DETECTOR D£LAVAA1PLIFHER,2 CHANNEL EA EA $250.00
MISGF:LLANRDILs EQUIPMENT FOR TRAFFIC
A9' SIGNALS
LS LS 4500.00
TOTAL ALTEIRNATE.BID'A W $2,329:50. $625,792;52.
ALTERNATE E31D'13 ITEMS
H1 CONS1'RUC'TION'ENGINIIE:RING 1.5 0.75 LS - 54,400.00 $3.300.00
112 MOBILIZATION AND DEMOBILIZATION LS 1,00 LS $12,643.00 512,643.00
133 CLEARING RIGHT OF WAY 0.15 LS 0.90 LS 35,000,00 8750.00. $4,500.00
114 EXCAVATION,COMMON CYS 1711.00 CYS $13.00 522,243,00
R5 TEMPORARY SILT FE!Nt:l: LOT 136.00 LOT 51.25 $170.00
1113 SUBCRAIW TREATMENT.TYPE II(A SYS , SOS $6.10 m
67 STRUCTURAL BACKFILL.'I'Y'PE 2 LYS 543.67 CYS $27.15_ y 514.760.64
6of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 711/15 through 7/31/15
Item pescripbon Cluant(ty this. Total{]uantily' ' Unit Total Pay Total Pay.
Nv; Estimate ta'bale •Price •this Estimate, toyDate
R8 STRIJC.f0RAI.BAC61 ILL,'TYPE 3 _CYS 237.75 CYS 521.1S $5,028.41
Its HMA.SURFACE,'I'YNE R _ TUN 'P0N.I 51.10.00
-
81.0 HMAINTERMEDIATE,TYPE 6 'ION TON $45.00
011 ASPHALT E00 TACK.COAT TON TON $480.00
112 GUARDRAIL OND TREATMENT,€ 107 EA 51,20000' .
1113 GUAICURAIL,W-BFAM,6 Fr 3114 SI'ACINC, . LFT 101' 530.00
014 HANDRAIL PEDESTRIAN LOT LOT $145.00
1315- PCCP FOR APPROACHES,9IN. _SYS ' 5115 $51.35
MOBILIZATION AND DEMOBILIZATION FOR
1116 SELUINI; EA EA 5200.00
017 EROSION CONTROL BLANKET SYS SYS 51.17
818 t:EOTEXTILES SYS 100.00 SYS 5339 5339.00
1319 010041.REVETMENT TON 248.02 TON 335.1)0 58,680.70
1120 SITED MIXTURE,I LOS LBS 51.35
1121 NBILCHINCC MATERIAL .TON TON 5400,00
822 WATER kOAL kOAL $1.00
823 ToPSOil_ 015 055 51.00
024 SODDING.NURSERY SYS L SYS 5:1.27
025 PUMP-AROUND LA 1:00 EA 54.000.00 54:000.00
55
826
STR.,REINFORCED CONCRETE 3.5113ED..2881N X 96
1.F'!' 5138,319.50
IN .55 1,F1' ¶2,011100
TOTAL ALTERNATE BIDS $750:00 $213,984.25
CHANGE 0006.115 ITEMS
COI #10.10 IitRIGATION,R1 YACR LS 1.00 LS 55,296.00 56,296,00
002 STRtOT.DEPTIRRIGATION AT 50111,70115 LS 1.00 CS . 510,105,20 510,105.20
003 '18"1RCP End Section EA RA $1,078.61
004, 24'1(01'End Section EA 1.00 EA 11,162.61 5'1,162.61
COS 36'RCP End Section EA L 1:00 EA 51,616 01 51,610.61
006 54"1)00 End Section EA 1.00 EA $2,562.61 $2:562.61
C07 50"126:1'End Section 1.00 EA 1.00 EA I 53,346.61 53,346.61 53.346.61
008 STREET LIGHT TFOUNDATIONS EA 4.00 EA . 51,28950 $5,158.00
COO NORWAY 5113110E EA EA 5709.50
COIL) 6'Precast.Wall column Stain:Change LS 1.00 LS 111 .$12,190.43 _ 512,190.43
L011 Unforeseen Utility Adjustments 1.S 1.00 LS 1 53,398.00 53,398.00
0012 i futon.seenSCructureJ)'laaiAdjustments LS 1.00 LS I 52,248.00 $2.248,00
0013 lapanese Zelkoea,2.5" EA ETA 1 5365.00
col 4 lapanese Tree 611,111.0' EA EA 5190.00
CO IS Ruby Rail Horsedtestnut,1.5" 1:A 22.00 P.A 0230.00 55.060.00
0016 NorwaySEiruce,6' NA 17,00 EA $21S.00 $3,655.00
(11)17 Plant Trees per Updated Details EA EA $30.09 I
001E Private Irrigation Utility Repair- LS LS $9,859.59 I
00,19:PhasqIII Utility Work ' LS LS $7,376.70 I
1.029 Ceogrid _ _ . 94.07 SYS 5933.28 SI'S $2.94 I $276.57 517,443.84'
CO21 Ereezegu vd 40-50 015 72:00 L. CY5 $13.20 5950.40
0022 1 reeseguard 20.29 L:YS 97 00 015 818.26 51,771.22
L.0023 rTI'M Mobifi7atlon _ LS 1.00 IS 5550.01) 5550.00
0024''fpM.Pal at::Brriken White;4'113 1.1 1290,00 LE $1:10' _ 51.419,00..
0025 TM;Paint,Solid White 4.IN 508.90 LO 856.00 LI' 51.1.0 5558.80 5939.40
6026.TPM,Paint;Solid Yellow 4 IN 3006.00 CF 4320.00 LE '$1.10 $3',306.60 $4.752.00'
0027 TOM.Paint;Stop Line 24 IN 27.00 1F 67.00 LI 53:30 $89.10 $221.10
.0028'.TOM,Paint.Arrow EA 3.00 EA 566.00 $198.00
0029 Utility Conflict Construction-Re-Engineering LS 1.00 1,S $4:768.04, $4:768.04
0030.9"Comp.053 Slime TON 5309.94 TON, $18.02 595.685.12
0031 0 Borrow ' CY'S 658.55 C:YS $1.5.78 510:391.92
0032 /till to Delay 5Sni_erPaviugEWA LS LS $25.849.13
0033'Replace Existing Lighting hixiure5 LS LS $4,755,133�
1:034 R Foot'Pi coast Wall System ` - 58.886.49 1 LS LS 5285,749.01
C035 Crane Rcinobi izition (ij LS 1.00 Lc 48.886:49
0036
$7,577.68' $204,769.60
TOTAL BASE.ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I 5329.768.22 1 $4.801,722.95 1
7 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 7/1/15 through 7/31!15
Item Description Quantity this Total Quantity Unit Total Pay Total Pay
No Estimate to Date Price this Estimate In Dale
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $329,768.22
TOTAL PAY TO DATE $4,891,722.95
DEDUCT 10% RETAINAGE $489,172.29.
DEDUCT PREVIOUS NET PAY ESTIMATES $4,105,759.26
NET PAY ESTIMATE NO. I $296,791.39
CrossRoad Engineers, PC Q 4 By C3/0//5
Inspecting Firm Date
E&B Paving, Inc. ���' t — 5 `�`�
Contractor By Date