2013 Illinois St pay request 10 A n ® n m o o kilo ;
0 ®1E (MO iIt@
CITY O ' CARMEL
J.AN'11=',ti BRAINARD, MAYOR
EXHIBIT B
Disbursement Direction # 10
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(2i huntington.com
Re: Depositary Agreement between the City of Carmel and the Huntington National Bank,
- Construction Account#4087000986
Dear Kim:
On January 8, 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
By:
Q� 9
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 a,huntington.com
DITAEr1vEE,yr or 1NcnE.Ei;EN�,
ONe Ci c SQL ARE, CARM131., IN 46032 Office 317.571.2-141 FAx 317.571.2439
EMA11, cngincciingc&c:i mid in_�<i=
Illinois Street Bond
Construction Account#4087000986
Disbursement Request# 10
January 8, 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. $310,617.36 Project 10-10; Illinois Street Extension
17042 Middletown Avenue Invoice#10;PO#25297
Noblesville,IN 46060 Construction
TOTAL $310,617.36
CONSTRUCTION PROJECT INVOICE
DATE: January 8, 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.: 10
Construction pay items as per Progress Pay Estimates No. 10 as shown on the
attached invoice for work completed between the dates of December 1, 2014 to
December 31, 2014
TOTAL PAY THIS ESTIMATE: $345,130.40
MINUS 10% RETAINAGE: (-) $34,513.04
TOTAL NOW DUE: $310,617.36
Submitted by rossRoad Engineers, PC
//15//S/
Project R res afive - sig d 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. 10
For work done during the period of: 12/1/14 through 12/31/14
K v 'a , „ ovA g k i ' Mt CIOW; ? ` ., 1 i aip isa -6
1
,tem;,d �4 N Descption Al/i J4i 0 ' qun tty this , "Tta Quant ik ,11nt Tutay To I Pays,'
No �k 1 4, r - , Eaf mea r to a e F P llce� thts�Gg tlmata � o 1Dat���•Z� �� 16 �„ � . .u; 5 ` gym. i « �4 ., .� 35� �,uf' ��� 0.4 �� �
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 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 LFT 96.00 LFT $8.00 $768.00
6 CURB,CONCRETE,REMOVE LFT LFT $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 _LET 478.60 LFT $16.50 $7,896.90
13 EXCAVATION,COMMON CYS 25839,00 CYS $7.15 $184,748.85
14 BORROW CYS 5504.00 CYS $1.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA _ 33.00 EA 505.00 $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 2.41 TON 18.64 TON $709.00 $1,687.00 $13,048.00
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 NO2STONE TON 294.04 TON $17.25 $5,072.19
22 SUBGRADE TREATMENT,TYPE IA SYS 8269.70 SYS $6.25 $51,685 63
23 SUBGRADE TREATMENT,TYPE ILIA 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 QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39.250.00 $39,250.00
27 STRUCTURAL BACKFILL,TYPE 1 CYS 2343.14 CYS $21.15 $49,557.41
28 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.1$
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,ASPHALT,1 1 21N SYS 153.34 SYS 512.50 , $1,916.75
X_IMPAC'': ao....--,.,
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 A TON 289.30 TON $59.00 $17,068.70
39 HMA INTERMEDIATE.TYPE C TON 869.66 TON $53.00 $46,091.98
40 HMA BASE,TYPE C TON 2701.59 TON $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 547.52 $18,105.12
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,STRAIGIIT LET 250.00 LFT.. $14.00 $3,500.00
48 CURB RAMP,CONCRETE,C SYS 62.60^SYS $117.00 $7,324.20
r49 CURB RAMP,CONCRETE,L SYS 36.20 SYS $106.00 $3,837.20
50 HANDRAIL PEDESTRIAN LFT LFT $145.00
51 CURB AND GUTTER,TYPE II LET 2122.95 LFT $12.00 _ $25,475.40
52 CURB AND GUTTER,TYPE III LFT 1222.70 LFT $12.00 $14,672.40
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 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 1200.00 $40000
60 EROSION CONTROL BLANKET 5Y5 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 Kgal $1.00
64 TOPSOIL CYS CYS $1.00
65 SODDING.NURSERY SYS 807.22 SYS_ 53,10 $2,502.38
2 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 10
For work done during the period of: 1211114 through 12131/14•' bIIe000RI� ' a °Quantlty this Total QGentll Unit Total Pa$
!tam , 3 yq g Y i i `Total P&y
'Na a ` x 9 b f �� E fmate la.D la Pricem ,lhli Estimate " CopDaf
k4:.t her ,-, . ,: .�"�le. 1... `r .a,,,twh, s igMe,rF i e ti., .,o0a°i'.t. ,» A `;; .x -',
66 IRRIGATION,CONDUIT,PVC,4 IN. 200.00 LFT 556.00 LFT 511.40 $2,280.00 $6,338.40
67 FIELD OFFICE,C 1.00 MOS 9.00 MOS 51,500.00 $1,500.00 $13,500.00
68 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3 FT LET 150.00 LFT $497.35 574,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN LFT 910.90 LFT $33.25 $30,287.43
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 3250 LFT 536.00 $1,170.00
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LET 756.25 LFT $39.00 _ $29,49375
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 299.00 LFT $51.00 $15,249.00
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 587.00 $17,121.60
75 PIPE,REINFORCED CONCRETE,CIRCULAR,54 IN LET 159.00 LFT $138.00 $21,942.00
76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT LFT 5191.00
77 VIDEO INSPECTION FOR PIPE LFT LET $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LET 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 UNDERORAINS LET LFT $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,J110 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 55,900.00 $5,900.00
92 MANHOLE,14 EA 6.00 EA $2,900.00 $17,400.00
93 CATCH BASIN,M10 EA 6.00 EA $1,900.00 $11,400.00
94
STRUCTURE,REINFORCED CONCRETE THREE-
SIDED SECTIONS,240 IN X 72 IN LFT 142.79 LFT 52,029,50 $289,792.31
9$ 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 18.00 EA $270.00 $4,860.00
98 DETOUR ROUTE 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,1118 _ LFT 224.00 LFT $10.00 $2,240.00
102 DECORATIVE STREET SIGN ASSEMBLY EA 3,00 EA $1,425.00 $4,275.00
SIGN POST,SQUARE,TYPE 1,REINFORCED
103 ANCHOR BASE LIT 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 SET 77.65 SET $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 LFT 862.00 LFT $9.S0 $8,189.00
108 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $5,200.00 $5,200.00
109 HANDIIOLE,LIGHTING EA 8.00 EA $600.00 $4,800.00
110 CONDUIT,STEEL,GALVANIZED,2 IN LET 185.00 LFT $10.50 _ $1,942.50
111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41/C LET 185.00 LET 57.25 $1,341 25
112 WIRE,NO 6 COPPER IN PLASTIC DUCT,!N TRENCH,
41/C LFT 477.00 LET 97.25 $3,458.25
113 HANDHOLE EA 2,00 EA $850.00 $1,700.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" LET 37.00 LET 55.00 $185.00
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 LIT LET $1.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
ARROW EA 4.00 EA .$80.00 $320.00
TRANSVERSE MARKING THERMOPLASTIC
118 CROSSWALK,WHITE 24" _LFT 300.00 LFT $6.00 $1,800.00
_119 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LFT 19000 LFT $0.60 $114.00
120 LINE,THERMOPLASTIC,SOLID,WHITE 41N. LFT 1378.60 LIT $0.50 $689.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,419 LET 864.00 LFT 60.60 $518.40
PAVEMENT MESSAGE MARKING,
122 THERMOPLASTIC,LANE INDICATION ARROW EA 7.00 EA $50.00 $350.00
' 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00
1 124 GENERAL CONDITIONS LS LS $5,000.00
in IMPORTED FILL CYS CYS $6.65
3of6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 10
For work done during the period of: 1211114 through 12/31/14
Item DescnpUan F Quandty thl8 - Tatall9uanhty Unit o Total Pa Total Pay- "
pi- 1 �b ri es &fi r t r at I a <
�aa fiEgtimate to pat: . Pnce.'° l thEe etimat® !a ,'o'Date I'
AIrR
O F,r ✓Ya ?TYC3."� ro,. '(,e9.,$. �G"S'� ,+4 tl § a N1.x 27: ' R$
$:y;` _,... ad!. ....� � m�R 4::."v..�,+i.n.;,..t74., au�' ?k€ .sum 5t9 Y""5.3"�.� ",tea�:��"�'.k ��
126 GRADING CYS 7800.00 CYS $6.50 $50,700.00
127 ASPHALT SURFACE COURSE TON 99.03 TON 587.63 $8,678.00
128 ASPHALT INTERMEDIATE COURSE TON 298.77 TON 569.60 $20,794.39
129 #53 CRUSHED LIMESTONE TON 465.72 TON $20.00 $9,314.40
130 36"RCP STORMWATER PIPE LFT 256.00 LOT $80.00 $20,480.00
131 CONCRETE END SECTION _ 6.00 EA $1,410.00 $8,460.00
132 6 FOOT PRECAST WALL SYSTEM LET 1973 00 LFT $143.00 $282,139.00
133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197.43
134 SEGMENTAL BLOCK WALL IF 323.26 00 $35.00 $11,314.10
E35 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 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
041 LOW STATURE PRAIRE MIX AC AC $3,155.00
142 YARROW SEED AC 0,28 AC 51,960.00 $548.80
143 CREEPING RED FESCUE SFT SET $0.10
144 TURF SEED SOT 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 REDBUD 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
1S4?KARL FOERSTER REED GRASS EA 139.00 EA $23,00 $3,197.00
155 ARTIC FIRE DOGWOOD F.A- 19.00 EA 337.00 $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 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 513.60 $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 SILTFENCE LFT 2298.00 LFT 51.25 $2,872.50
166 EROSION CONTROL BLANKET SFT 10615.98 SFT $0.20 $2,123.20
167 INLET PROTECTION EA 13.00 EA $150.00 $1,950.00
168_PEDESTRIAN STOP SIGN EA EA $200.00
169 18IN THERMOPLASTIC STOP BAR LFT LFT _ $6.00
170 WEED BARRIER FABRIC SFT 12920.02 SFT $0.18 _ $2,325.60
171 DOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 CYS _ $60.00 85,234.40
172 STEEL EDGING LOT 1536.10 LFT $5.2$ $8,064 53
173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00
TOTAL $5,467.00 $2,681,162.59
ALTERNATE BID A
Al CONSTRUCTION ENGINEERING 0.25 LS 0.75 LS $10,000.00 $2,500.00 $7,500.00
AZ 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 LOT 109.50 LFT $5.00 $547.50
AS CURB AND GUTTER,REMOVE 134.50 LFT 3785.00 LFT 54.50 6605.25 $17,032.50
A6 INLET,REMOVE EA EA $415.00
A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA 3.00 EA $300.00 $900.00
_A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 $1,200.00
AB PIPE,ABANDON AND GROUT PILL LFT LFT $11.00
A9 EXCAVATION,COMMON 1023,17 CYS 4971.17 CYS $23.00 $23,532.91 $114,336.91
TEMPORARY EROSION&SEDIMENT CONTROL
A10 CURB INLET PROTECTION 1.00 EA 13.00 EA $81.00 $85.00 $1,105.00
All TEMPORARY SILT FENCE LFT 1090.00 LFT 51.25 $1,362.50
Al2 NO 2 STONE 166.74 TON 166.74 TON $17.25 $2,876.27 $2,875.27
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. 10
For work done during the period of: 1211/14 through 12/31/14
s ' t i'� yt pE: _f,�a� 00113:444P,i�a"�t�' J 3'S v w aF'a`"�rsw,re ,`6
f ,; A0,-, '"rim o y:n 'a*,£*4y , p'f'A '4�T'���'r; i ,( orex °, i� c€ a on,.a� 4a8i
liem fig° �Desanpilon.4 x,° a -490ntity this' ,„TotoahtitY� _' Un,,t; '�91 Pa '�Ta1aI,Pa
1NO4°'` r',@ 3'.�.� wE: a g 'a�i l p 6�� v :(1 violate"" .. A,�v a �.I t Yt�'"..a a� aws msy£,rte,
� �s u�I��Estima�tsl rs ��� lure.- t f this E�sfl�matm�`>i k IO pate��,
A14 SUBGRADE TREATMENT,TYPE IIIA 85.00 SYS 85,00 SYS $12.00 $1,020.00 $1,020.00
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,BASE TON TON 420.00
A18 COARSE AGGREGATE,NO8 TON TON 440.00
A19 MILLING.ASPHALT,1 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 452.00
A22 HMA SURFACE,TYPE 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 1368.24 TON 1368.24 TON $52.00 $71,148.48 $71,148.48
A26 DMA BASE,TYPE C 2160.38 TON 2160.38 TON $49.00 $105,858.62 $105,858 62
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 2592.00_LFT 2592.00 LOT $12.00 $31,104.00 $31,104.00
A31 CURB AND GUTTER,TYPE III LFT LOT $12.00
432 PCCP FOR APPROACHES,9 IN. 36,00 SYS 36.00 SYS 552.00 $1,872.00 $1,872.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA $200.00
_A34 SEED MIXTURE,T LBS LBS 41.35
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 I'IPE,REINFORCED CONCRETE.CIRCULAR 241N LFT LFT $60.00
A43 VIDEO INSPECTIO FOR PIPE LOT LOT $2.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN LOT 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 _
A47 CASTING,ADIUST TO GRADE _ EA GA $665.00
A48 INLET,CAP EA EA $460.00
A49 INLET.110 - £A_ 5.00 EA $1,600.00 $8,000 00
ASO INLETM10 EA 1.00 EA $1,600.00 $1600.00_
A51 MANHOLE.,C4 EA EA $1,800.00
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 EA $65.00 $975.00
A5S CONSTRUCTION SIGN,A EA ._ 6.00 EA $100.00 $600.00
A56 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40_
457 BARRICADE.III-13 LFT 248.00 LFT $10.00 $2,480.00
A58 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE 26.65 LFT 26.65 LFT $11.00 $293.15 $293.15
A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS 18.75 SF 18.75 SF $14.00 $262.50 $262.50
A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00
DECORATIVE STREET LIGHTING.WIRING AND
All INSTALLATION EA 9.75 EA 48.300,00 $80,925.00
A62 CABLE INTERDUCT 570.00 LOT 570.00 LFT_ $9.50 $5,415.00 $5,415.00
A63 HANDHOLE.LIGHTING EA EA $600.00
A64 CONDUIT,STEEL,GALVANIZED,2 IN 80.00 LFT 80,00 LOT $10.50 $840.00 $840.00
A65 WIRE.NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
41/3 LFT LFT $7.25
466 HANDHOLE EA EA $650.00 _
WIRE,NO6 COPPER IN PLASTIC DUCT,IN
A67
CONDUIT 41/3 LFT LFT 47.25
A68 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LET LFT $10.00
5 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 10
For work done during the period of: 1211114 through p 12/31114 d
Atom i 4 Descnphori ki Quantity this ,4°,Toiel Quantdy a U 0t y p Tatal Pay Taa11P$ •1
t`No FLf' , ,�� ���`1�� � k s�"1'"�stlmate � P '�� to to Da oi a is � PnaeE1" )'e�thls=EstFinata to�Dafe�"�
kt' '2:e;r n'en'".�3 ., :...1, ,�` ',"��,A �'lr d c e;'� �;"'''i-..'''''.* E.G'� #6.1 •' i',PO.: '`'£ 7W i-- '� .?
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LFT LFT _ $1.00
A70 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN, LFT LET $1.00
A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4IN _LFT LFT $1.00
A72 TRANSVERSE MARKING THERMOPLASTIC STOP
LINE,24" _ LFT_ LFT 410.00
PAVEMENT MESSAGE MARKING,
A73 THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00
A74 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,WORD,"ONLY" EA EA $100.00 _
A7S SNOWPLOWARLE 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
A76 HANDHOLE,SIGNAL EA EA $875.00
CONDUIT,STEEL,GALVANIZED,2 IN,
A79 UNDERGROUND LFT 40.00 LFT $10.50 $420.00
A80 SIGNAL CABLE,1C/14 GA LFT LFT $0.15
CONTROLLER AND CABINET,MASTER,MENU
AB1
DRIVEN,8 PHASE EA 0.99 EA $8.665.00 $8560.15
TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,
A82 AMBER.GREEN EA 3.19 EA $620.00 $1,977.80
TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,
A63 AMBER,GREEN,AMBERARROW,GREENARROW EA 0.76 EA $925.00 _ $700.23
A84 SPAN,CATENARY,AND TETIIER EA EA $1,700.00
A85 DISCONNECT HANGER EA EA $27$.00
A86 SIGNAL CABLE,SC/14 GA LFT LET $1.50
A87 SIGNAL CABLE,7C/14 GA LFT LFT $1.65
A88 SIGNAL CABLE,3C/8 GA LET LFT $2.50
A89 SIGNAL CABLE,2C/16 GA,SHIELDED LET LFT 50.7$ _
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 $000.00
A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250,00 _
•MISCELLANEOUS EQUIPMENT FOR TRAFFIC
A95 SIGNALS LS LS $500.00
•
TOTAL ALTERNATE BID $247,413.18 $563,632.95
ALTERNATE BID B
B1 CONSTRUCTION ENGINEERING LS LS .$4,400,00
02 MOBILIZATION AND DEMOBILIZATION LS LS $12,643.00
B3 CLEARING RIGHT OF WAY LS LS $5,000.00
B4 EXCAVATION,COMMON CYS CYS $13.00
_B5 TEMPORARY SILT FENCE LFT __ LFT $1.25
136 SUBGRADE TREATMENT.TYPE IRA SYS SYS $6.10
B7 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15
88 STRUCTURAL BACKFILL,TYPE 3 CYS CYS_ $21.15
89 IIMA SURFACE,TYPE TON TON $110.00
810 HMA INTERMEDIATE,TYPE B TON TON $45.00
1311 ASPHALT FOR TACK COAT TON _ TON $480.00
B12 GUARDRAIL END TREATMENT,I EA EA 51,200.00
813 GUARDRAIL W-BEAM,6 FT3 IN SPACING LFT _ LFT $30.00
B14 HANDRAIL,PEDESTRIAN LFT LFT $145.00
B15 PCCP FOR APPROACHES,9 IN SYS SYS $51.35
016 MOBILIZATION AND DEMOBILIZATION FOR EA - EA
SEEDING $200.00
817 EROSION CONTROL BLANKET SYS r SYS 51.17
1318 GEOTEXTILES SYS SYS ' $3.39
819 RIPRAP,REVETMENT TON TON $39,00
B20 SEED MIXTURE,T LBS LBS $1.35
021 MULCHING MATERIAL TON TON 5400.00
022 WATER kGAL kGAL $1.00
B23 TOPSOIL CYS CYS $1.00
B24 SODDING,NURSERY SYS SYS _ $3.27
02$ PUMP-AROUND EA EA $4,000.00
STR.,REINFORCED CONCRETE 3-SIDED,288 IN X
626 96 IN LFT LFT $2,490.00
TOTAL ALTERNATE BID B
CHANGE ORDERS ITEMS
C01 610.10 IRRIGATION REPAIR LS 1,00 LS ' $6,296.00 $6,296.00
CO2 STREET DEPT IRRIGATION ATSPLITTERS LS 1.00 LS $10,105.20 $10,105.20
CO3 18"RCP End Section EA , EA $1,078,61
6ot.6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
•
PROGRESS PAY ESTIMATE NO. 10
For work done during the period of 1211/54 through 1201114
?2 �`'e^c g " e ,. ,r'I;`,..a ,1 r a °%,1 ' e f :E�,'e s u;,;, v4 -a1=�•
Item' •- 'p o t ys t T�,�I e r.' dun i v otal plg0,g i 'TOt I Po s•
�� O@satp�n ��®�q�y �Glua'tStiWhhts r� TAtal a nil � r1
fli- ° P`` ms ,4.,3 4, e "" ('` m 1Y ra - are v tas e,r� ':
No;1 `��x ',��4s���, �� �""� ���� � �"e>ai�ato ta�• Pry �"��ails E�Ilmala'���'�IaOal ��
€04..24"'RCPEndSection EAR 1;00 EA $1,162.61. $1,182.61`
COS 36"RCP End Section EA 1.00 I:A 61,610,61 $1,610,61
Cob 541 RCP End Section EA 1,00 EA S2,562.61 $2,562.61
_C07'60'RCP End Section EA EA 03,346.61
CO8.STREET LIGIITFOUNDATIONS RA EA 51,281:50
C09 NORWAY SPRUCE 8A EA $709.50
C0106'.Precast Wall cote tnn Staln'Chaoge _ 1.00 LS 1.00 LS $12,190,43 $12,190.43 $12,190.43
CCIl Unforeseen Utility Adlustrnents 1.00 LS 1.00 LS $3,398.00 $3,398.00 83,398.00
0012 Uiiforesueri5tivnvre/Plat AdjunmenL` 1.00 L5 1.00 1S 02.248.00 $2,248.00 52,248.00
0013 Japanese 2elkova;2.5" EA L. EA _ $365.00.
C014 Japanese Tree.Lilac,1.51 EA_ EA $190.00
',CMS Ruby'R6dlldrsechestnut 1.5' m.� EA 17.00 EA 5230.00 I $3,910.00.
COlO NorwaiSpritee,6' _I EA EA 5215.00
6017 Plan(Trees per Updated.Details - _ EA EA. $3000.
001.6 9"Comp.653 Slone 3224.18 TON 5277.61 TON $18.02 $55,099.72- $95,102.53
C019 B,Borrow CYS' 658.55 CYS. ,$10,391,92
0020 Ceorld. - - 1598.44. SYS 5839.21 SYS ' $2.94 $4,699.41 $17,167.28
CO21 Preezeguard 40.60 72.30_CYS 72.00 CYS $13.20 $950:40 5950.40
0022 Freezeguatd'20-29: 97:00 CYS 97.00-CY5 818.26 '$1,771.22 $1,771.22
CO23 TOM.Mobilitation 1.00 lS 1,00 1S' $550.00 1550.00 $550.00
€024 TINA,'Paint,Broken White 9 IN - 1290.00 LF 1290,00 OF 91.10 91,419.00 81,419.00
CO25 TN,Paint;Solid White 4-IN 346;00 LF 346,00 LP Si 10 $380.00' $300.60
6026 TPM,:Paitit,Solid Yellow 4'IN 1314,00 OF 1314.00 IS 51.10 51,445,40 $1,445.40
CO27 TPM,Paint,Stop Line'24 IN 40.00 LF 40,00 LP $3.30 $132.00. $132.00
0028 TOM,Paint,Arrow. 3.00 -EA .3,00 EA ' $66.00 $198.00 $198.00
1029 ilgllty Cnntlict Construction Re-Engineering 1,00 IS 1.00 LS. .94,768.04 54,768:04 $4,768.04
-
$92,250.23 $177,759.85
TOTAL VASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS i $345,130.40 I.$3',422,555.39
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $345,130.40
TOTAL PAY TO DATE $3,422,555.39
DEDUCT 10%RETAINAGE $342,255.54
DEDUCT PREVIOUS NET PAY ESTIMATES $2,769,682.49
NET PAY ESTIMATE NO. 10, $310,617.36
CrossRoad Engineers,PC / 1121117 /' S--i.7
inspecting Pion . By Date
r
Xt,le,„„.
E&B Paving,Inc. r . A-- /- 7_/3
Conlrottnr d Bate
s--7-e-yr FRocit M4A/A!