2013 Illinois St pay request 12 .
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1 1
CITY OF ARMEL
JAMES BRAINARD, MAYOR
EXHIBIT B
Disbursement Direction # 12
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 @huntington.com
Re: Depositary Agreement between the City of Cannel and the Huntington. National Bank,
-Construction Account#4087000986
Dear Kim:
On April 13, 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
1 Civic Square
Cannel, IN 46032
City of Carmel, Indiana
By ' A
1
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.CampbellAhuntington.com
DEPARTMENT OF ENGINEERING
ONE CivIc SQUARE, CAIINIEL, IN 46032 OFFICE 317.571.2441 FAN 317.571.2439
EMAIL engincering@cirmel.in.gov
Illinois Street Bond
Construction Account#4087000986
Disbursement Request# 12
April 13, 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. $117,883.19 Project 10-10;Illinois Street Extension
17042 Middletown Avenue Invoice#12;PO#25297
Noblesville, IN 46060 Construction
TOTAL $117,883.19
CONSTRUCTION PROJECT INVOICE
DATE: April 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.: 12
Construction pay items as per Progress Pay Estimates No. 12 as shown on the
attached invoice for work completed between the dates of February 1, 2015 to March
31, 2015
TOTAL PAY THIS ESTIMATE: $130,981.32
MINUS 10% RETAINAGE: (-) $13,098.13
TOTAL NOW DUE: $117,883.19
Submitted by CrossRoad Engineers, PC
,0%) 4//o// c
Project Representati - igned 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. 12
For work done during the period of: 2/1/15 through 3/31/15
Item Descri ptio"n QuEasntity this f T aQuati ty Um Ts ota Pmay Tta Payti
No " ' mate toDale " Pricer 1 hi Estimate to Date
S s E x „ i f 4 ' 1 ,,E q fi re & & � 4 R.
C k. mlt . - {€t . iAMI L, w , . ., a., }. t,4A finv: r ' MU d Q
004 .411 t,0
1 CONSTRUCTION ENGINEERING LS 0.75 LS $75,000.00 $56,250.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 I.S $273,570.00 $273,570.00
3 CLEARING RIGHT OF WAY 0.05 LS 1.00 LS $75,000.00 $3,750.00 $75,000.00
4 PAVEMENT REMOVAL SYS 43.98 SYS $10.00 $439.80
5 PAVED SIDE DITCH,REMOVE LFT 96.00 LIT $8.00 $768.00
6 CURB,CONCRETE,REMOVE LFT LIT $5.00
7 CURB AND GUTTER,REMOVE LET 2700.00 LFT $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 1101.00 CYS 26940.00 CYS $7.15 $7,872.15 $192,621.00
14 BORROW CYS 5504.00 CYS $1.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 33.00 EA $85.00 $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 MULCIIING 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 LET 4681.90 LET $1.25 $5,852.38
21 NO 2 STONE 56.58, TON 350.62 TON $17.25 $976.01 $6,048.20
22 SUBGRADE TREATMENT,TYPE IA 3943.11 SYS 12212.81 SYS $6.25 $24,644.44 $76,330.06
23 SUBGRADE TREATMENT,TYPE 111A 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 BACKFILI.,TYPE 1 CYS 2343.14 CYS $21.15 $49,557.41
28 STRUCTURAL BACKFILI.,TYPE 2 CYS CYS $27.15
29 CIIEMICAL 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 2 IN SYS 153.34 SYS $12.50 $1,916.75
35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON 800.81 TON $49.00 $39,239.69
36 IIMA SURFACE,TYPE A TON 119.39 TON $86.00 $10,267.54
37 IIMA 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 869.66 TON $53.00 $46,091.98
40 IIMA BASE,TYPE C TON 2701.59 TON $52.00 $140,482.68
41 IIMA FOR APPROACHES,TYPE B TON 174.70 TON $75.00 $13,102.50
42 ASPIIALT FOR TACK COAT TON 0.44 TON $1.00 $0.44
43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 381.00 SYS $47.52 $18,105.12
44 GUARDRAIL,REMOVE LFT LFT $5.00
45 GUARDRAIL,END TREATMENT,OS EA EA $3,000.00
46 GUARDRAII.,W-BEAM,6 FT 3 IN SPACING LFT LET $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 36.20 SYS $106.00 $3,837.20
50 HANDRAIL,PEDESTRIAN LFT LIT $145.00
51 CURB AND GUTTER,TYPE II LFT 2122.95 LFT $12.00 $25,475.40
52 CURB AND GUTTER,TYPE III LFT 1222.70 LET $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
I 55 MAILBOX ASSEMBLY,SINGLE EA EA $200.00
56 GEOTEXTILES 253.33 SYS 1461.15 SYS $1.12 $283.73 $1,636.49
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 $200.00 $400.00
60 EROSION CONTROL BLANKET SYS 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 $3.10 $2,502.38
2 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 2/1/15 through 3/31/15
It w r t iint ' s 1CN x'aQ an`tit this `Total Quanhtgf �' a U t+ 'f Total Pa z: o al P z 1.
Item s7.. Desorption 4�'.W.,s ,".,.z.: # V 7 k it- d .� 4 ` x s -. Y u �
No r A �r terr ) m Wt sx Pnce g'this Estimate to Date
�.. ,x., �� � A� � Est�mate� i a�,to D �''` �. r
;:-:' a 1fttO e ka! x4°p.��� s: : i I t:-' h s ,i k`" ice`: ., "".x,. t ;;8-a . i , .-a,+..x a 6
66 IRRIGATION,CONDUIT,PVC,4 IN. LFT 556.00 LFT $11.40 $6,338.40
67 FIELD OFFICE,C 2.00 MOS 12.00 MOS $1,500.00 $3,000.00 $18,000.00
68 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3 FT LFT 150.00 LFT $497.35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN LFT 910.90 LFT $33.25 $30,287.43
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 32.50 LFT $36.00 $1,170.00
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFT 756.25 LFT $39.00 $29,493.75
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 $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 LFT LEI' $191.00
77 VIDEO INSPECTION FOR PIPE LFT LFT $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 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 UNDERDRAINS 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,P7 EA EA _ $1,300.00
85 INLET,J10 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 CATCII 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 $5,900.00 $5,900.00
92 MANHOLE,J4 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 $2,029.50 $289,792.31
95 SANITARY STRUCTURES,ADJUST TO GRADE EA EA $920.00
96 PUMP-AROUND EA 1.00 EA $12,000.00 $12,000.00
97 ROAD CLOSURE SIGN ASSEMBLY EA 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
103 SIGN I'OST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LFT 221.60 LFT $11.00 $2,437.60
104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SFT 80.60 SFT $14.00 $1,128.40
105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SFT 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 $9.50 $8,189.00
108 LIGHTING POWER DISTRIBUTION PANEL EA 1.00 EA $5,200.00 $5,200.00
109 HANDIIOLE,LIGIITING EA 8.00 EA $600.00 $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
41/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 LFI' $7.25 $3,458.25
113 HANDIIOLE EA 2.00 EA $850.00 $1,700.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" LET 37.00 LFT $5.00 $185.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3
FT STRIPE-3 FT GAP LFT 84.00 LEE $2.00 $168.00
116 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3
FT STRIPE-3 FI'GAP LFT LFT $1.00
117 PAVEMENT MESSAGE MARKING,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 LFT 190.00 LFT $0.60 $114.00
120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1378.60 LFT $0.50 $689.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 864.00 LFT $0.60 $518.40
122 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
LANE INDICATION ARROW EA 7.00 EA $50.00 $350.00
3of6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
I
PROJECT NO.10-10 I
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 2/1/15 through 3/31/15
Item & i Deripon a : Quanty hisv i �ToaQuanty Unit ni To tasP 1T09 Pa
ys
INo e � 4a V 4g a ri Etime2 Z s to Dat " c Pn6e � this Etimate'€ '� o Date s V , - z a ,
N
123 SNOWI'LOWABLE 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 465.72 TON $20.00 $9,314.40
130 36"RCPSTORMWATERPII'E LFT 25.6.00_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 LFT 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 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 I'RAIRIE MIX AC AC $3,820.00
141 LOW S'T'ATURE PRAIRE MIX AC AC $3,155.00
142 YARROW SEED AC 0.28 AC $1,960.00 $548.80
143 CREEPING RED FESCUE SET SET $0.10
144 TURF SEED SFT 88240.23 SFT $0.10 $8,824.02
145 GINKGO(MALE) IA 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
154 KARL FOERSTER REED GRASS EA 139.00 EA $23.00 $3,197.00
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 IHAMELIN 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 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 2298.00 LET $1.25 $2,872.50
166 EROSION CONTROL BLANKET SIT 10615.98 SET $0.20 $2,123.20
167 INLETI'ROTECTION 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 SET 12920.02 SFT $0.18 $2,325.60
171 DOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 CYS $60.00 $5,234.40
172 STEEL EDGING LFT 1536.10 LFT $5.25 $8,064.53
173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00
TOTAL $40,526.32 $2,724,588.92
ALTERNATE BID A
•
At 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 LFT 109.50 LET $5.00 $547.50
AS CURB AND GUTTER,REMOVE LET 3785.00 LFT $4.50 $17,032.50
A6 INLET,REMOVE EA EA $415.00
A7 LIGIIT 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 LET LET $11.00
A9 EXCAVATION,COMMON CYS 5409.17 CYS $23.00 $124,410.91
TEMPORARY EROSION&SEDIMENT CONTROL,
A10 CURB INLET PROTECTION EA 13.00 EA $85.00 $1,105.00
A11 TEMPORARY SILT FENCE LFT 1090.00 LFT $1.2S $1,362.50
4 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 2/1/15 through 3/31/15
: t e. a R 3 av r d x., t 3 tiiv 0 a `" g`>~ �,a w�,: i Y im r 4 .s
Item r r Descnptionv a F'; r Quantitythis� Total Quantity , r *Unit/ Totai Pay - Total Pay
No 1 ,�a'^ �,1 R� v i x Estimate E:ii ti ilo Date. a Pnce. this Estimate . vit ale '
s , 4 w < f r a
_fi�", .1�$1.�R;.��ra�§ � - ,,.,. �f R ..�,"�`��:�°u'�xk.,r`s ,�,`�1'�wt�- -�.�,� '.:e ,. ..�.�... �._- _>,.. ,� -.,..'a ;�,�stP
Al2 NO 2 STONE TON 166.74 TON $17.25 $2,876.27
A13 SUBGRADETREATMENT,TYPEI SYS SYS $6.24
A14 SUBGRADETREATMENT,TYPEIIIA 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 TON $20.00
A18 COARSE AGGREGATE,NO 8 TON TON $40.00
A19 MILLING,ASPHALT,11/2 IN SYS SYS $0.90
A20 PROFILOGRAPH,IIMA LS LS $1.00
A21 HMA,INTERMEDIATE,TYPE C.,OG,19.0 MM TON TON $52.00
A22 IIMA SURFACE,TYPE A TON TON $106.00
A23 HMA SURFACE,TYPE C TON TON $65.00
_A24 HMA INTERMEDIATE,TYPE A TON TON _$68.00
A25 IIMA 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 SYS $113.00
A29 CURB RAMP,CONCRETE,TYPE K SYS SYS $130.00
-A30 CURB AND GUT'I'ER,TYPE II LFT 2592.00 LFT $12.00 $31,104.00
A31 CURB AND GUTTER,TYPE III LFT LFT $12.00
A32 PCCP FOR APPROACI•ES,9 IN. SYS 36.00 SYS $52.00 $1,872.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA $200.00
A34 SEED MIXTURE,T LBS LBS $1.35
A35 MULCHING MATERIAL TON TON $400.00
A36 WATER KRaI KRaI $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,REINFORCEI)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 1.17 $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 GF,OTEXTILES FOR UNDERDRAIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE EA 1.00 EA $665.00 $665.00
A48 INLET,CAP EA EA $460.00
A49 INI.ET,J10 EA 5.00 EA $1,600.00 $8,000.00
ASO INLETM10 EA 1.00 EA $1,600.00 $1,600.00
A51 MANHOLE,C4 EA 1.00 EA $1,800.00 $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
AS4 DETOUR ROUTE MARKER ASSEMBLY EA 15.00 EA $65.00 $975.00
A55 CONSTRUCTION SIGN,A EA 6.00 EA $100.00 $600.00
A56 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40
A57 BARRICADE,III-B I.FT 248.00 LFT_ $10.00 $2,480.00
ASS SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LET 26.65 LFT $11.00 $293.15
AS) 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 570.00 Lrr $9.50 $5,415.00
1163 HANDIIOLE,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 TRENCH,
A65 41/3 LFT LFT $7.25
A66 HANDIIOLE EA EA $850.00
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT
A67 41/3 LFT LFT $7.25
TRANSVERSE MARKING THERMOPLASTIC
A68 CROSSWALK,WHITE 24" LFT LET $10.00
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT LFT $1.00 •
A70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT LFT $1.00
5 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 2/1/15 through 3/31/15
!IES k�,3 ;: t .. rfii0 Ta36 i ^.?.ye. ,0 [ } 4 'eR�i:r r,,:p �t F '° tz. ,4
Item 'i x # Description ,, Quantity this Total Quantity' s Unit= E x �Totall y,,����,4 "Totl Pays z:=
No* 1 ` t atF 3 t ' - Estimatela 4 o a to"Date0' Price; '`this Estimated A s�
�'� r ..{{'� z5,,, 7 A & l� 4 E�`E�.°� aP, p koi, - f�^� ! '$ ( e �r d t ` �y���. t i'
� F, xwEfixfiE�1 °'�., �tryf.,(� ..�.T e i x�_-Y�u a s�r,.!� r�.x._._ t�, ,y�__, W,^.4-'{ -Y S., M-n, e�. F ...,o Y x....�'�ko-., r�".Y?.C�?��ffi. `A,`t�,z 6u.Y�Y��:x
A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT $1.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24" LFT LFT $10.00
PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
A73 LANE INDICATION ARROW EA EA $50.00
PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
A74 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 LFT $10.50 $420.00
A80 SIGNAL CABLE,1C/14 GA LFT LET $0.15
A81 CONTROLLER AND CABINET,MASTER,MENU
DRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8,560.15
TRAFFIC RAFFIC 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 IN 11E1),
AMBER,GREEN,AMBER ARROW,GREEN ARROW EA 0.76 EA $925.00 $700.23
A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00
ABS DISCONNECT HANGER EA EA $275.00
A86 SIGNAL CABLE,5C/14 GA LFT LET $1.50
A87 SIGNAL CABLE,7C/14 GA I.Ff LET $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
A9I SAW CUT FOR ROADWAY LOOP AND SEALANT LET LET $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 $576,771.95
ALTERNATE BID B
81 CONSTRUCTION ENGINEERING 0.50 LS 0.50 LS $4,400.00 $2,200.00 $2,200.00
82 MOBILIZATION AND DEMOBILIZATION 1.00 1.3 1.00 LS $12,643.00 $12,643.00 $12,643.00
B3 CLEARING RIGHT OP WAY 0.75 LS 0.75 LS $5,000.00 $3,750.00 $3,750.00
B4 EXCAVATION,COMMON 719.00 CYS 719.00 CYS $13.00 $9,347.00 $9,347.00
BS TEMPORARY SILT FENCE LFT LET $1.25
B6 SUBGRADE TREATMENT,TYPE IIIA SYS SYS $6.10
B7 STRUCTURAL BACKFII.L,TYPE 2 CYS CYS $27.15
B8 STRUCTURAL BACKFILI.,TYPE 3 CYS CYS $21.15
B9 HMA SURFACE,TYPE B TON TON $110.00
B10 HMA INTERMEDIATE,TYPE B TON TON $45.00
B11 ASPHALT FOR TACK COAT TON TON $480.00
B12 GUARDRAIL END TREATMENT,I EA EA $1,200.00
B13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT LET $30.00
814 HANDRAIL,PEDESTRIAN LET LET $145.00
B15 PCCP FOR APPROACHES,9 IN SYS SYS $51.35
616 MOBILIZATION AND DEMOBILIZA'T'ION FOR EA EA
SEEDING $200.00
B17 EROSION CONTROL BLANKET SYS SYS $1.17
B18 GEOTEXTILES SYS SYS $3.39
B19 RIPRAP,REVETMENT TON TON $35.00
B20 SEED MIXTURE,T LBS LBS $1.35
821 MULCHING MATERIAL. TON TON $400.00
822 WATER kGAL kGAL $1.00
B23 TOPSOIL CYS CYS $1.00
B24 SODDING,NURSERY SYS SYS $3.27
B25 PUMP-AROUND 1.00 EA 1.00 EA $4,000.00 $4,000.00 $4,000.00
826 STN.,REINFORCED CONCRETE 3-SIDED,288 IN X 96 23.50 LFT 23.50 LFT $58,515.00 $58,515.00
IN $2,490.00
TOTAL ALTERNATE BID B $90,455.00 $90,455.00
CHANGE ORDERS ITEMS
COI #10-10 IRRIGATION REPAIR , I LS I 1.001 LS I $6,296.00 I I $6,296.00
•
6of6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 2/1/15 through 3(31115
•
Item • Descoption gliantitythis Total Quantity unit TotalPay Total Pay
No • Estimate•• to Date Price' this Estimate to Date•
•
CO2 STREET DEPT IRRIGATION AT SPLIT i'I:RS LS 1.00 LS 510,105.20 S10,10520
CO3 18"RCP End Section EA EA 51,078.61.
C04 24"RCP End Section EA 1,00 EA 51.162.61 $1,162.61
COS 36`RCP End Section EA 1.00 EA $1.610.61 S1,610.61
006 54"RCP End Section EA 1.00 EA 52.562.61 $2,562.61
C07 60"RCP End Section EA EA $3,346.61
CO8 STREET'LIGHT FOUNDATIONS Eat 4.00 EA 51.2893(1 $5,158.00
C09 NORWAY SPRUCE EA li/ $709.50
C010 6'Precast Wall column Stain Change LS 1.00 LS $12,190.43 S12,190.43
C011 Unforeseen Utility Adjustments LS 1.00 l.S S3,398.00 $3,398.00
C012 Unforeseen Structure/Plan Adjustments LS 1.00 IS $2,2411.00 52.248.00
(013 Japanese Zelkova,2.5" EA EA $365.00
0014 Japanese Tree Lilac.1.5" EA F:A 5190.00
0015 Ruby Red Harsechestnut,LS" EA 17.00 EA 5230.00 53.910:00
0016 Norway Spruce,6' EA EA $215.00
0017 Plant Trees per Updated Details EA IA 530.00
0018 Private Irrigation Utility Repair LS t.S $9.859.59
Colt Phase III Utility Work IS L5 57,376.70
0020 Geogrid SYS 5839.21 515 52.94 517,167.28
(021 Freezeguard 40-30 CYS 72.00 CYS $13,20 S950.40
0022 Freezeguard 20-29 (VS 97.00 CYS 518.26 51,771.22
0023 TPM Mobilization LS 1.00 LS $550.00 $550.00
CO24 TIN,Paint,Broken White 4 IN LI, 1290.00 LI' $1.10 $1,419.00
0025 TI'M,Paint,Solid White 4 IN LI' 346.00 LE 51.10 5380.60
0026 TPM,Paint.Solid Yellow 4 IN LE 1314.00 LP $1.10 . $1,445.40
0027 TPM,Paint,Stop Line 24 IN LF 40.00 1.1' 53.30 $132.00
0028'IPM,Paint,Arrow EA 3.00 EA 560.00 $198.00
0029 Utility Conflict Construction Re-Engineering LS 1.00 LS $4,768.04 $4,768.04
0030 9"Comp.453 Stone TON 5277.61 TON• 518.02 395,102.53
0031 H Borrow CYS 658.55 CYS 515.78 $10,391.92
0032 utility Delay Winter Paving EWA LS IS 525,849.13
(033 Replace.(Existing Lighting Fixtures LS LS 54.355.03
5182,917.85
TOTAL BASE.ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I $130,981.32 1 S3,574,733,71
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $130,981.32
TOTAL PAY TO DATE $3,574,733.71
DEDUCT 10%RETAINAGE $357,473.37
DEDUCT PREVIOUS NET PAY ESTIMATES $3,099,377.15
NET PAY ESTIMATE NO. 12 $117,883.19
i
CrossRoad Eneineers, PC �� IV/f17/C
Inspecting Firm , #r. By , Date
E&B Paving. Inc. -�X )� /,,,-- y- -/s
Contractor / y Date