2013 Illinois St pay request 04 nails 9 0 0 R &M
Q ui i1 .G0 Q ® ® :
L
CITY d , CARMEL
,JANTS BRAINARI), .MAYOR
EXHIBIT B
Disbursement Direction #4
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 Carmel and the Huntington National Bank,
-Construction Account#4087000986
Dear Kim:
On July 11, 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:
Carmel Engineering Department
Attn: Kate Lustig
1 Civic Square
Carmel, IN 46032
City of Carmel, Indiana
By:
I
Name: Diana L. Cordray Title: Clerk-Treasurer
* Your Alternate contact at Huntington National Bank will be:
Ellen Campbell
Tel: (616) 235-5941
E-mail: E11en.Campbell(2 huntingtton.com
D:]ARr:vII! OF ENGIN1 IING
ONi CIVIC SQI:AizIc Cu vuL, IN /i6032 Omer: 31.7.571.2y41 F x 317.57"12439
EMAII. rn,c;inci•ri11 @c Irmcl.in.g,rn•
CONSTRUCTION PROJECT INVOICE
DATE: July 09, 2014
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.: 4
Construction pay items as per Progress Pay Estimates No. 4 as shown on the
attached invoice for work completed between the dates of June 1, 2014 to June 30,
2014
TOTAL PAY THIS ESTIMATE: $418,402.14
MINUS 10% RETAINAGE: (-) $41,840.21
TOTAL NOW DUE: $376,561.93
Submitted by CrossRoad Engineers, PC
7/rte/r�
Proje/1/4-1 epntative - signed name Date
Lance Stahley
Project Representative - printed name
1 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 04
For work done during the period of: 611/14 through 6130/14
x c n +€ 4 '" . m'& aid r .: c ,'ry i 4� 520. a r a.a,. .
€lem Descri 100 g 4 i' `s 1 Qu ntlty this /. Total Cluant�tl'? F �U,,ItV4 ', T9,P,F,a ' Total I' a
P 5a i 4 �0€ � � Y Y
Ws t F tS#0 a Estimate to Date's q i Price - this Estimate to Date
a.e € d€ 1
1 CONSTRUCTION ENGINEERING 0.15 LS 0.60 LS $75,000.00 $11,250.00 $45,000.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,570.00 $273,570.00
3 CLEARING RIGHT OF WAY LS 0.50 LS $75,000.00 $37,500.00
4 PAVEMENT REMOVAL SYS SYS $10.00
5 PAVED SIDE DITCH,REMOVE LFT LET $8.00
6
dIRE,CONCRETE,REMOVE LOT LOT $5.00
7 CURB AND GUTTER,REMOVE 2516.00 LFT 2516.00 LOT $4.50 $11,322.00 $11,322.00
8 INLET,REMOVE 9.00 EA 9.00 EA $415.00 $3,735.00 $3,735.00
9 GUARDRAIL END'T'REATMEN'T,REMOVE EA EA $250.00
10 MAILBOX ASSEMOLT,REMOVE EA EA $300.00
11 L]GIIT STANDARD AND FOUNDATION,REMOVE EA EA $300.00
12 PIPE,REMOVE 151.00 LOT 151 00 LFT $16.50 $2,491.50 $2,491.50
13 EXCAVATION,COMMON 3708.00 CYS 10428.00 CYS $7.15 $25,512.20 $74,560.20
14 BORROW 3179.00 CYS 3179.00 CYS $1.00 $3,179.00 $3,179.00
1s CURB INLET PROTEC'T'ION EA 16.00 EA $05.00 $1,360.00
16 TEMPORARY CHECK JAM,REVETMENT EtIPRAP TON - 84.07 TON $26.50 $2,227.86
17 TEMPORARY DITCH INLET PROTECTION EA EA $85.00
18 TEMPORARY MULCHING TON 10.00 TON $700.00 $7,000.00
19 TEMPORARY SEDIMENT TRAP TON 42.88 TON 526.50 $1,136.32
20 TEMPORARY SILT FENCE 93.00 LFT 2657.00 LET $1.25 $116.25 $3,321.25
21 NO.2 STONE TON 152.62 TON $17.25 $2,632.70
22 SUBGRADETREA'OMENT,TYPE IA SYS SYS $6.25
23 SUBGRADE TREATMENT,TYPE WA SYS SYS $6.10 _
24 STORMWATER QUALITY STRUCTURE,1.0 CFS 2.00 BA 2.00 EA $19,100.00 $38,200.00 $38,200.00
25 STORMWATER QUALITY STRUCTURE,1.6 CFS ' EA EA $25,150.00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA EA $39,250.00
27 STRUCTURAL HACKFILL,3YPE 1 886.40 CYS 1303.64 CYS $21.15 $18,747.36 $27,571.99
28 'STRUCTURAL BACKFILL TYPE 2 CYS CYS $27.15
29 CHEMICAL MODIFICATION,SOILS SYS -
$5.45
30 COMPACTED AGGREGATE,N0.53,BASE TON TON $20.00
31 COARSE AGGREGATE,NO 8 TON TON $40,00
32 COMPACTED AGGREGATE,NO,53, TON TON $30.00
33 MILLING,ASPIIALr,11/2 IN SYS SYS 512,50
rrr---
35 LIMA,INTERMEDIATE,TYPE C,OG,19.0 MM - TON _TON $49.00
36 HMA SURFACE,TYPE A TON TON $86.00
37 HMA SURFACE,TYPE C TON TON $78.00
38 HMA INTERMEDIATE,'TYPE A TON TON $59.00
39 HMA INTERMEDIATE,TYPE C TON - TON 553,00
40 IIMA BASE,TYPE C TON TON $52.00
41 IIMA FOR APPROACHES,TYPE B {TON TON $75.00
42 ASPHALT FOR TACK COAT TON TON $1.00
43 CONCRETE PAVEMENT,TRUCK APRON,7' SYS SYS $47.52
44 GUARDRAIL,REMOVE LET LFT $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,s'rRAIGII'T LET LFT $14.00
48 CURB RAMP,CONCRETE,C SYS SYS $117.00
49 CURB RAMP,CONCRETE,L SYS SYS $106.00
so HANDRAIL,PEDESTRIAN LFT _ LET .$145.00
51 CURB AND GUTTER,TYPE II LFT LOT $12.00
52 CURB AND GUI TER,TYPE III LFT LFT 512.00
53 CURB,MODIFIED,ROLL LFT LFT $16.00
54 PCCP FOR APPROACHES,9IN. S S $45.00
55 MAILBOX ASSEMBLY,SINGLE ' EA EA $200.00
56 GEOTEXTILES 73.00 SYS 698.97 SYS $11.2 $81.76 $782.85
57 RIPRAP,'!1EVETMENT 39.74 TON 39.74 TON $21.00 $834.54 $834.54
58 SCREENING WALT. LS IS $142,150.00
59 • ' .1 1 .1' ' , , D` .' EA EA $200.00
60 EROSION CONTROL BLANKET SYS SYS $1.17
61 SEED MIXTURE,T LOS LOS $1.35
62 MULCHING MATERIAL TON TON $400.00 _
63 WATER Kgal KO $1.00•
64 TOPSOIL CYS CYS $1.00
65 SODDING,NURSERY SYS SYS $3.10
66 IRRIGATION,CONDUIT,PVC,4 IN. 56.00 I.FT 56.00 LET $11.40 $638.40 $638.40
67 FILE.D OFFICE,C 1.00 MOS 4.00 MOS $1,500.00 $1,500.00 $6,000.00,
68 STRUCTURE,REINFORCED CONCRE11 BOX LOT 150.00 LET $497,35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN 506.00 LOT 506.00 LET $33.25 $16,824.50 $16,824.50
70 PIPE,REINFORCED CONCRETE,CIRCULAR CE IN' LFT LFT $36.00
2 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 04
For work done during the period of: 6/1114 through 6/30114
n f S (" d lag - g I0 #`I'.W'3`d ' r +S 044.6 r r ti E tlq ', `
Item -rli Descnptlon' s F . . `i'Quantity this ,t4tal'hQuanhty „ Unit C" Total Pays Total Pa
No T" z . a , ," o e 7 €,to DateyJi„
I l t 33 3� & 1, Estimate F, yito Dates 5 1„Pnce t this Estimate
u. s' ..it2 1a:,,W ;g1 e Y%;r sr�,.,,� A`;!'9"t4 tJ. . .$.R ,..3K .?':., .M tg.:f: ..:RiKi nig:W RZ$ !.. c y:f, F
71 PIPE.REINFORCED CONCRETE,CIRCULAR,LB IN 355.50 LET 555.50 LET $39.00 $21,664.50 $21,664.50
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN 92.50 LFT 92.50 LET $51.00 $4,717.50 $4,717.50
73 PIPE,REINFORCED CONCIZE'FE,CIRCULAR,30 IN LET LET $76.00
74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN 196.80 LFT 196.80 I.FT $87.00 $17,121.60 $17,121.60
75 PIPE,REINFORCED CONCRETE,CIRCULAR,54 IN LET LET $138.00
'76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LET LET $191.00
77 VIDEO INSPECTION FOR PIPE LET LET $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LET LFT $5.20
79 AGGREGATE FOR UNDERDRAINS CYS CYS $32.00
60 VIDEO INSPECTION IORUNDERDRAINS LET LET $9-95
81 GF.OTEXTILES FOR UNDERDRAIN SYS SYS $1.00
82 INLET,CAP EA EA 0460.00
83 INLET,E7 1.00 EA 1.00 EA $1,275.00 $1,275.00 $1,275.00
84 INLET,E7 EA EA $1,300.00
85 INLET,J10 2.00 EA 2.00 EA $1,600.00 $3,200.00 $3,200.00
86 INLET,MI0 3.00 EA 3.00 EA $1,600.00 $4,800.00 $4,800.00
87 CATCH BASIN,E7 EA EA $1,500.00
88 CATCH BASIN,K10 5.00 EA 5.00 EA $1,700.00 $8,500.00 $8,500.00
89 PIPE CATCH-BASIN,18IN EA EA $1,300.00
90 MANHOLE,C4 10.00 EA 10.00 EA $1,800.00 $18,000.00 $18,000.00
91 IMANHOLE,1.4 EA TEA $5,900.00
92"MANHOLE,J4 3.00 EA 3.00 EA $2,900.00 $8,700.00 $8,700.00
93 CATCH BASIN,MID EA EA $1,900.00
94 ,STRUCTLLE,REINFORCED CQ11RF'r'∎i- 79 17 LFT 79.12 LET $2,029.50 $160,574.04 $160,574.04
95 SANITARY STRUCTURES,ADJUST TOGRADE EA EA $920.00
96 PUMP-AROUND EA 1.00 EA $12,000.00 $12,000.00
97 ROAD CLOSURE SIGN ASSEMBLY 9.00 EA 13.00 EA $270.00 $2,430.00 $3,510.00
98 STOUR ROUTE MARKET?ASSFMRI Y EA 18.00 EA $100.00 $1,800.00
99 CONSTRUCTION SIGN,A EA 11.00 EA $200.00 $2,200.00
100 MAINTAINING TRAFFIC 0.15 LS 0.60 LS $23,866.61 $3,579.99 $14,319.97
101 BARRICADE,IIIB 200.00 LET 224.00 LET $10.00 $2,000.00 $2,240 00
102 'DECORATIVE STREET SIGN ASSEMBLY EA EA $1,425.00
103 SIGN POST,SQUARE,TYPE I,REINFORCED LET LET $11.00 _
104 SIGN.SHEET,WITH LEGEND 0.080"THICKNESS SET SET $14.00
105 SIGNTSIIEE'I,WI I'll LEGEND 0.100"THICKNESS SET SET $15.00
106 DECDRATIVF.STREET LIGHTING,WIRING AND EA EA $1,875.00
107 CABLE INTERDUCT LET LET $9.50
108 LIGHTING POWER DISTRIBUTION PANEL EA EA $5,200.00
109 IIANDHOLfi,LIGHTING EA EA 0600.00
110 CONDUIT,STEEL,GALVANIZED,2 IN LET LET $10.50 '
'in-WIRE,NO 6 COPPER IN PLAS I'IC DUCT,IN LFT LET $7.25
112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN LFT LFT $7.25
113 HANDHOLE EA EA $050.00
114 TRANSVERSE MARKING,THERMOPLASTIC, LFT LF'T $5.00
115 I' '1u$` a C.o.'A a . LET LFT $2.00 _
116 a' ":u1 ::I. I a. ' • a LFT LET $1.00
117 PAVEMENT MESSAGE MARKING, EA EA $80.00
118 TRANSVERSE MARKING THERMOPLASTIC LFT LET $6.00
119 LINE„THERMOPLASTIC,BROKEN,WHITE,4-IN LET- LFT $0.60
120 1' 1u6' i 0 1 a ' LET LET $0.50
121 LINE,THERMOPLASTIC,SOLID,YELLOW,41 LET LET $0.60
122 PAVEMENT MESSAGE MARKING, EA EA $50.00
123 SM iA&I.Ol1oB1.E RAISED PAVEMEII'MARKET! EA EA 0200.00
124 GENERAL CONDI I IONS LS LS $5,000.00
125 IMPORTED}ILL CYS CYS $6.65
126 GRADING CYS 7800.00 COO $6.50 $50,700.00
127 ASPHALT SURFACE COURSE TON TON $87.63
128 ASPHALT INTERMEDIATE.COURSE TON TON $60.60
129 453 CRUSHED LIMESTONE TON TON' $20.00
130 36"RCP STORMWATER PIPE LET 256.00 LET $80.00 $20,480.00
131 CONCRETE END SECTION EA 6.00 EA 01,410.30 $8,460.00
132 6 FOOT PRECAST WALL SOS I EM EFT LFT $143.00
133 8 FOOT PRECAST WALL SYSTEM LET LET $197.43
134 SEGMENTAL BLOCK WALL. 138.20 FE 138.20 FT $35.00 $4,837.00 $4,837.00
135 IRRIGATION SYSTEM 1.S LS $97,500.00
136 OVERSIZED COBBLE STONE CYS CYS $100.00
137 LARGE MERAMEC STONE CYS CYS $90.00
138 STONE BARK CYS CYS $130.00
139 RIP RAP CYS 80.33 CYS $61.00 $4,900.13
140 MESIC PRAIRIE MIX AC AC $3,820.00
141 Low STATUREPRAIREMIX AC AC $3,155.00
142 YARROW SEED AC ' AC $1,960.00
3 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 04
For work done during the period of: 6/1114 through 6/30114
6 6 1 di f fi �,zap 1 u 3 ,0#01 tom'E uF t i' ;:i 0, 3.Ora:s A .4 -1 igrigi i° C �y i t i i r�' :r":
Item.;. n x . Lit Deseriphon i� +E`Pr„guQuantity this4 TotaI Quantlry ' r ynIt.1 g 6 3 -,Total Pay atl' 'Total Payl
tNo A �q g401 (`,h tl f 41& �^ iEstlniate iatoDale Pnce ,1thlsEstmate� 04,t'i e
nl�, �., a_ e _. s, :m Pm...,�_ , _ i t-2;,< „ k. ,f L� 4. x2 -TU° .I.�...hrP . ..
143 CREEPING RED FESCUE SFT SET $0.10
144 TURF SEED SET SFT' $0.10
145 GINKG0(MAI.L) 7.00' EA 7.00 EA 4 $400.00 $2,800.00. $2,800.00
146 SWAMP WHITE OAK EA EA $360.00
147 RED OAK 14.00 EA 14,00 EA $330.00 $4,620.00 $4,620.00
148 DOWNYSERVICERERRY 22.00 EA 22,00 EA $160.00 $3,520.00 $3,520.00
149 KOUSADOGW00ll 7.06 on 7.00 EA $190.00 $1,330.00 $1,330.00
150 EASTERN RF.DBUD 20.00 EA 20.00 EA $165.00 $3,300.00 $3,300.00
151 KWANZAN CHERRY EA EA $165.00
152 WHITE PINE EA ' EA $180.00
153 BLACKCHOKEBF.RRY EA EA 545.00
_
154 KARL FOERSTER REED GRASS ' EA ' EA $23.00
155 ARTIC FIRE DOGWOOD EA EA $37.00
156 GREY OWL JUNIPER EA EA $37.00
157 HAMELIN DWARF 1.O1INTATN GRASS EA EA $15.00
158 NINEHARK EA EA $40.00
_159 DAPPLED WILLOW EA _ EA $40.00
180 DWARF DELPHINIUM EA EA $4.20
161 KIM'S KNEE HIGH CONEFLOWER EA EA $14.00
162 IOLYENE NICIIOLE DAYLILY EA EA $13.60
163 EVERGREEN CANDYTUFT EA EA $4.20
164 HLACK EYED SUSAN EA EA $14.00
165 TEMPORARY SILT FENCE LFT 1848.00_ LET $1.25 $2,310.00
166 EROSION CONTROL BLANKET ' SET
SET $0.20
167 INLET PROTECTION ' EA 13.00 EA $150.00 $1,950.00
168 PEDESTRIAN STOP SIGN EA EA $200.00
169 16 IN THERMOPLASTIC STOP BAR LOT LOT $6.00
170 WEED BARRIER FABRIC SET , $0.10
171 DOUBLE SHREDDED HARDWOOD MULCH 10.00 CYS 10.0 CYS 560.00 $600.00 $600.00
172 STEEL EDGING LFT LET $5.25
173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00
TOTAL $493,002.14 $1,028,920.33
ALTERNATE BID A ..
Al CONSTRUCTION ENGINEERING LS LS $10,000.00
A2 MOBILIZATION AND DEMOBILIZATION LS LS $44,400.00
-A3 CLEARING RIGHT OF WAY 0.60 LS 0.60 L.S $7,000.00 $4,200.00 $4,200 00
A4 CURB,CONCRETE,REMOVE _ LOT LOT $5.00
A5 CURB AND GU'ITER,REMOVE LFT LET $4.50 _
A6 INLET,REMOVE EA EA $415.00
A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA EA $300.00
A7A LIGME STANDARD,REMOVE 4.00 EA _ 4.00 EA $300.00 $1,200.00 $1,200.00
AB PIPE,ABANDON AND GROUT FILL LOT LFT $11.00
Ay EXCAVATION,COMMON CYS _ CYS $23.00
TEMPORARY EROSION&SEDIMENT CONTROL,
A10 CURB INLET PROTECTION EA 12.00 EA $85.00 $1,020.00
All TEMPORARY SILT FENCE LFT LFT $1.25
Al2 NO2 STONE TON TON $17.25
A13 SUBGRADE TREA'T'MENT,TYPE! SYS SYS $6,24
A14 SUBGRADE TREATMENT,'IYPE 111A SYS SYS $12,00
A15 STRUCTURAL BACKFII.1.,TYPE I CYS _ CYS $23.15
A16 CHEMICAL MODIFICATION,SOILS SYS SYS $5.45
A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $211.00
A18 COARSE AGGREGATE,NO 8 TON TON $40.00
A19 MILLING,ASPHALT,11/2 IN SYS SYS $0.90
A20 PROFJLOGRAPH,IIMA ' L5 _ LS $1.00
A21 HMA,INTERMEDIATE,TYPE C,00,]9A MM TON TON $52.00
A22 HMA SURFACE,'TYPE A TON TON $106.00)
A20 HMA SURFACE,TYPE C TON TON $65.00
A24 HMA INTERMEDIATE,TYPE A TON _ TON 568.00
425 LIMA INTERMEDIATE,TYPE C TON TON $32.00
A26 HMA BASE,TYPE C TON TON $49.00
A27 ASPHALT FOR TACK COAT TON TON $1.00
A28 CURE RAMP,CONCRETE,TYPE C SYS SYS $113.00
A29-CURB RAMP,CONCRETE„TYPE K SYS SYS $130.00
A30 CURB AND GUTTER,TYPE II LFT LET $12.00
4 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 04
gs,, For work done during the period of: 6/1/14 through 6/30/14
3 u x ,= lZiPP :.¢ c'"t ,�,„ I t 2 t,� k t 3�:"�( J,r '" 'S 3 L Er°�
Ilem 4 ,, Descnp8on x tl " Quantity th sJ Total Quantity c. Unit3.. Total Pay i }Total Pays
a I �»> i Estimate to Date 1Pnce 1 this Estimate to Date 1
A31 CURB AND GUTTER,TYPE III LET LET $12.00
A32 PCCP FOR APPROACHES,9 IN. SYS SYS $S2.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA $200.00
A34 SEED MIXTURE,T LEIS LBS $1.35
A3S 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 LET $33.25
A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT LFT $45.00
A41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LET LFI' $76.00
A42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT LFT $60.00
A43 VIDEO INSPECTIO FOR I'II'E LFT LFT $2.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN LFT LFT $5.20
A4S AGGREGATE FOR UNDERDRAINS CYS CYS $32.00
A46 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE EA EA $665.00
A48 INLET,CAP EA EA $460.00
A49 INLET,110 EA EA $1,600.00
Aso INLET 1,410 EA EA $1,600.00
A51 MANIIOLE,C4 EA EA $1,800.00
A52 MANHOLE,J10 EA EA $3,300.00
A53 ROAD CLOSURE SIGN ASSEMBLY EA EA $270.00
A54 DETOUR ROUTE MARKER ASSEMBLY EA EA $65.00
ASS CONSTRUCTION SIGN,A EA EA $100.00
A56 MAINTAINING TRAFFIC LS LS $6,064.97
AS7 BARRICADE,111-11 LFT LFT $10.00
SIGN POST,SQUARE,TYPE 1,REINFORCED
A58 ANCHOR BASE LET LFT $11.00
AS9 SIGN,SHEET,WITU LEGEND 0.080 IN THICKNESS SP SE $14.00
A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00
DECORATIVE STREET LIGHTING,WIRING AND
A61 INSTALLATION EA RA $8,300.00
A62 CABLE INTERDUCT LET LEI' $9.50
A63 HANDHOLE,LIGHTING EA EA $600.00
A64 CONDUIT,STEEL,GALVANIZED,2 IN LET LEI' $10.50
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
A65 TRENCH,41/3 LFT LFT $7.25
A66 HANDIIOLE EA EA $850.00
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
n67 CONDUIT 41/3 LFT LFT $7.25
TRANSVERSE MARKING THERMOPLASTIC
A68 CROSSWALK,WHITE 24" LET LFT $10.00
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LET I.FT $1.00
A70 LINE,TIIERMOPLASTIC,SOLID,WHITE,4 IN. LFT LFT $1.00
A71 LINE,TIIERMOPLASTIC,SOLID,YELLOW,4 IN LET LET $1.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24' LFT LFT $10.00
PAVEMENT MESSAGE MARKING,
A73 THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00
PAVEMENT MESSAGE MARKING,
A74 THERMOPLASTIC,WORD,"ONLY' EA EA $100.00
A75 SNOWI'LOWABLE 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 Fr EA EA $4,500.00
A78 HANDIIOLE,SIGNAI. EA EA $875.00
CONDUIT,STEEL,GALVANIZED,2 IN,
A79 UNDERGROUND LET LFT $10.50
A80 SIGNAI.CABLE,IC/14 GA LFT LFT $0.15
CONTROLLER AND CABINET,MASTER,MENU
A81 DRIVEN,8 PHASE EA EA $8,665.00
TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,
A82 AMBER,GREEN EA EA $620.00
TRAFFIC SIGNAL IIEAD,S FACE,12 IN RED,
A83 AMBER,GREEN,AMBER ARROW,GREEN ARROW EA EA $925.00
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
5 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 04
For work done during the period of: 6/1/14 through 6/30/14
Item k Descnption Quantity this Total Quantitys �' Urnf To"tal Pay,I Total Pay�:
Nor Estimate° ' to Date Pnce this Estimate to,Date
„a �i',� eb._... ..,,,ac r-� ,._r?� c„.t.i .. ,b.smcx' 1... <. ,hi .•.+k'„.,. ,., r ..��qr a , 2. _v,..i... 1_,.. .�..
A87 SIGNAL CABLE,7C/I4 GA LET LET $1.65
A88 SIGNAL CABLE,3C/8 GA I.FT LET $2.50
A89 SIGNAL CABLE,2C/16 GA,SIIIELDED LET LET $0.75
A90 SIGNAL DETECTOR HOUSING EA EA $850.00
A91 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 IS $500.00
TOTAL ALTERNATE IIIDA $5,400.00 $6,420.00
TOTAL BASE.ALTERNATE A AND ANY ADDITIONAL ITEMS I $418,402.14 I $1,035,340.33
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $418,402.14
TOTAL PAY TO DATE $1,035,340.33
DEDUCT 10% RETAINAGE $103,534.03
DEDUCT PREVIOUS NET PAY ESTIMATES $555,244.37
NET PAY ESTIMATE NO. 04 $376,561.93
CrossRoad Engineers, PC 7 Q /�
Inspecting Finn By / Dat�
E&B Paving, Inc. "-c--, 7-70_/y
Contractor / By Date