2013 Illinois St pay request 06 �IUl lW fl o a U1 1W
'B lu 008 BOn
CITY of -ARMEL
JAMES BRAINA1D, MAYOR
EXHIBIT B
Disbursement Direction # 6
E-Mail or Fax the signed Disbursement Direction to:
The Huntington National Bank Corporate Trust Department (INHP22)
Attn: Kim Wilson
Tel: (31 7) 229-4094
Fax: (317) 229-4094
E-Mail: Kim.Wilson(alhuntington.com
Re: Depositary Agreement between the City of Cannel and the Huntington National Bank,
- Construction Account#4087000986
Dear Kim:
On September 12, 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: /1644:110611.1
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.Campbell @hunti.ngton.com
DF:hnlrnnEN I. or ENc1NFFI<ING
ONE' Civic: 50i,Al2l_. C IMII.1, IN 6032 OFFING 317.571..2441 FAx 3"17.571.2439
�1,M.A1i. en4ineLnnry @icarmcd.in.goy
Illinois Street Bond
Construction Account#4087000986
Disbursement Request#06
September 12, 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
E&B Paving, Inc. $393,728.88 Project 10-10;Illinois Street Extension
17042 Middletown Avenue Invoice#6;PO#25297
Noblesville,IN 46060 Construction
TOTAL $393,728.88
CONSTRUCTION PROJECT INVOICE
DATE: September 9, 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.: 6
Construction pay items as per Progress Pay Estimates No. 6 as shown on the
attached invoice for work completed between the dates of August 1, 2014 to August 31,
2014
TOTAL PAY THIS ESTIMATE: $437,476.53
MINUS 10% RETAINAGE: (-) $43,747.65
TOTAL NOW DUE: $393,728.88
Submitted by CrossRoad Engineers, PC 1/9//4-
Projec Representati a - signed 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. 06
For work done during the period of: 8/1/14 through 8(31114
Item 3 :Descnpyon r 1Quantity this - Total Quantity Unit Total Pay Total PayCz.
No Estimate to Dale :' Pnce' this Estimate 'to'Date
1 CONSTRUCTION ENGINEERING LS 0.75 LS $75,000.00 $56,250.00
2 MOBILIZATION AND DEMOBILIZA'T'ION LS 1.00 LS $273,570.00 $273,570.00
3 CLEARING RIGHT OF WAY I.S 0.95 LS $75,000.00 $71,250.00
4 PAVEMENT REMOVAL. SYS SYS $10.00
S PAVED SIDE DITCH,REMOVE 96.00 LET 96.00 LIT $8.00 $768.00 $768.00
6 CURB,CONCRETE,REMOVE LET LET $5.00
7 CURB AND GUTTER,REMOVE 169.00 LET 2700.00 LFT $4.50 $760.50 $12,150.00
8 INLET,REMOVE EA 9.00 EA $415.00 53,735.00
9 GUARDRAIL.END TREATMENT,REMOVE EA EA $250.00
10 MAILBOX ASSEMBI.T,REMOVE EA EA $300.00
11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 3.00 EA $300.00 $900.00
12 PIPE,REMOVE 97.00 L.Er 469.00 LFT S16.50 $1,600.50 $7,738.50
13 EXCAVATION,COMMON 3944.00 CYS 25636.00 CYS $7.15 $28,199.60 $183,297.40
14 BORROW 331.00 CYS 5504.00 CYS $1.00 $331.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION 14.00 EA 31.00 EA $85.00 $1,190.00 $2,635.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP 41.49 TON 151.69 TON $26.50 $1,099.49 $4,019.79
17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00
18 TEMPORARY MULCHING TON 11.15 TON $700.00 $7,805.00
19 TEMPORARY SEDIMENT TRAP 17.40 TON 60.28 TON $26.50 $461.10 $1,597.42
20 TEMPORARY SILT FENCE 294.00 LFT 4640.00 LET $1.25 $367.50 $5,800.00
21 NO 2 STONE 20.19 TON 273.67 TON $17.25 $348.28 $4,720.81
22 SUBGRADE TREATMENT,TYPE IA 2200.00 SYS 8269.70 SYS $6.25 $13,750.00 $51,685.63
23 SUBGRADETREATMENT,TYPE ILIA 314.20 SYS 547.20 SYS $6.10 $1,916.62 $3,337.92
24 STORMWATER QUALITY STRUCTURE,1.0 CPS EA 2.00 EA $19,100.00 538,200.00
25 STORMWATER QUALITY STRUCTURE,1.6 CPS EA EA $25,150.00
26 STORMWATER QUALITY STRUCTURE,3.0 CPS EA 1.00 EA $39,250.00 $39,250.00
27 STRUCTURAL BACKFILL,TYPE 1 14.10 CYS 2247.14 CYS $21.15 $298.22 $47,527.01
28 STRUCTURAL.BACKFILL TYPE 2 CYS CYS $27.15
29 CHEMICAL MODIFICATION,SOILS SYS 1906,10 SYS 95.45 510,388.25
30 COMPACTED AGGREGATE,NO.53,BASE 695.88 TON 794.13 TON $20.00 $13,917.60 $15,882.60
31 COARSE AGGREGATE,NOB TON TON $40.00
32 COMPACTED AGGREGATE,NO 53, 93.19 TON 93.19 TON $30.00 $2,795.70 $2,795.70
33 MILLING,ASPHALT,11 2 IN 153.34 SYS 153.34 SYS $12.50 $1916.75 $1,916.75
35 HMA,INTERMEDIATE,TYPE C,OG.19.0 MM 60.69 TON 800,81 TON $49.00 $2,973.81 $39,239.69
36 HMA SURFACE,TYPE A 119.39 TON 119.39 TON $86.00 $10,267.54 $10,267.54
37 LIMA SURFACE,TYPE C 615.06 TON 615.06 TON $78.00 $47,974.68 $47,974.68
38 HMA INTERMEDIATE,'TYPE A 289.30 TON 289.30 TON $59.00 $17,068.70 $17,068.70
39 IIMA INTERMEDIA'T'E,TYPE C 869.66 TON 869.66 TON 953.00 $46,091.98 $46,091.98
40 HMA BASE,TYPE C 799.68 TON 2701.59 TON $52.00 $41,583.36 $140,482.68
41 IIMA FOR APPROACHES,TYPE B 115.25 TON 174.70 TON $75.00 $8,643.75 $13,102.50
42 ASPIIALT FOR TACK COAT 0.09 TON 0.44 TON $1.00 $0.09 $0.44
43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 381 00 SYS $47.52 $18,105.12
44 GUARDRAIL,REMOVE LET LFT' 35.00
45 GUARDRAIL,ENT)TREATMENT.OS EA EA $3,000.00
46 GUARDRAIL WHAM,6 FT 3 IN SPACING LET LET 530.00
47 CURB,CONCRETE,STRAIGHT LT 250.00 LFT $14.00 $3,500.00
48 CURB RAMP,CONCRETE,C 62.60 SYS 62.60 SYS $117.00 $7,324.20 $7,324.20
49 CURB RAMP,CONCRE'T'E,L 36.20 SYS 36.20 SYS $106.00 $3,837.20 $3,837.20
50 HANDRAIL,PEDESTRIAN LFT LFT $145.00
51 CURB AND GUTTER,TYPE II 436.75 LFT 2122.95 LFT $12.00 $5,241.00 $25,475.40
52 CURB AND GUTTER,TYPE III LFT 1222.70 Err $12.00 $14,672.40
53 CURB,MODIFIED,ROLL LFT 336.00 I.FT $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 228.20 SYS 1207.82 SYS $1.12 $255.58 $1,352.76
57 RIPRAP,REVETMENT 154,11 TON 255.65 TON $21.00 $3,236.31 $5,368.65
58 SCREENING WALL LS I.S $142,150.00
59 MOBILIZATION AND DEMOBILIZATION FOR EA 2.00 EA 52(1(1.00 $400.00
60 EROSION CONTROL.BLANKET SYS 2045.96 SYS $1.17 $2,393.77
61 SEED MIXTURE.T LBS LBS $1.35
62 MULCHING MATERIAL TON TON $400.00
63 WATER Kgal Kgal $1.00
64 TOPSOIL CYS CYS $1.00
65 SODDING,NURSERY SYS SYS $3.10
it
2 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: 8/1/14 through 8/31/14
Item , Descnption _ • Quantity this Total Quantity Unit Total•Payh Total Pay ;',
`.No. Estimate Lobate - Price this Estimate to Date: _'
66 IRRIGATION,CONDUIT,PVC,4 IN, 100.00 LFT 356.00 LET $11.40 $1,140.00 $4,058.40
67 FIELD OFFICE,C 1.00 MOS 6.00 MOS $1,500.00 $1,500.00 $9,000.00
60 STRUCTURE,REINFORCED CONCRETE BOX LET 150.00 LET 5497.35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR.12 IN 35.50 LET 805.00 LET $33.25 $1,180.38 $26,766.25
70 PIPE,REINFORCED CONCRETE.„CIRCULAR,15 IN LFT 16.50 LFT $36.00 $594.00
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFI' 565.25 LFT $39.00 $22,044.75
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LET 299.00 LET $51.00 $15,249.00
73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LET 74.00 LIT $76.00 $5,624.00
74 PIPE,REINFORCED CONCRETE,CIRCULAR.36 IN LFI' 196.80 LET $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,601N LET LFT $191.00
77 VIDEO INSPECTION FOR PIPE LFT LET $1.20
78 PIPE,TYPE.4 CIRCULAR 6 IN 139.50 LET 1426.50 LFT $5.20 $725.40 $7,417.80
79 AGGREGATE FOR UNDERDRAINS 12.00 CYS 122.68 CYS $32.00 $384.00 $3,925.76
00 VIDEO INSPECTION FOR UNDERDRAINS LFT LET $0.95
81 GEOTEXTILF.S FOR UNDERDRAIN 135.51 SYS 1062.17 SYS $1.00 $135.51 $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,J10 1.00 EA 6.00 EA $1,600.00 $1,600.00 $9,600.00
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
B8 CATCH BASIN,K10 1.00 EA 10.00 EA $1,700.00 $1,700.00 $17,000.00
89 PIPE.CATCH BASIN,18IN RA EA $1,300.00
' 90 MANIIOLE,C4 EA 12.00 EA $1,800.00 $21,600.00
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,1410 RA 3.00 EA $1,900.00 $5,700.00
94 STRUCTURE,REINFORCED CONCRETE THREE• LET 142.79 LET $2,029.50 $289,792.31
_95 SANITARY STRUCTURES,ADJUST TO GRADE EA EA $920.00
96 PUMP-AROUND EA 1.00 EA 612,000.00 512,000.00
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 1.00 EA 12.00 EA $200.00 $200.00 $2,400.00
100 MAINTAINING TRAFFIC LS 0.75 LS $23,866.61 $17,899.96
101 BARRICADE,1116 LET 224.00 I.FT $10.00 $2,240.00
102 DECORATIVE STREET SIGN ASSEMBLY 3.00 EA 3.00 EA $1,425.00 $4,275.00 $4,275.00
103 SIGN POST,SQUARE,TYPE 1,REINFORCED 198.60 LET 198.60 LET $11.00 $2,184.60 $2,184.60
104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS 70.60 SFT 70.60 SET $14.00 $988.40 $988.40
105 SIGN,SHEET,WITII LEGEND 0.100"THICKNESS 74.65 SET 74.65 SET $15.00 $1,119.75 $1,119.75
106 DECORATIVE STREET LIGHTING,WIRING AND 5.00 EA 5.00 EA $8,875.00 $44,375.00 $44,375.00
107 CABLE INTERDUCT 247.00 LFT 862.00 LET $9.50 $2,346.50 $8,189.00
108 LIGHTING POWER DISTRIBUTION PANEL 1.00 EA 1.00 EA $5,200.00 $5,200.00 $5,200.00
109 HANDHOLE,LIGHTING 1.00 EA 8.00 EA $600.00 $600.00 $4,800.00
110 CONDUIT,STEEL,GALVANIZED,21N I.FT 185.00 LFT $10.50 $1,942.50
1 1 I WIRE,NO 6 COPPER IN PLASTIC DUCT,IN 185.00 LET 185.00 LEI' $7.25 $1,341.25 $1,341.25
112 WIRE,N06 COPPER IN PLASTIC DUCT,IN 477.00 LFT 477.00 LEI' $7.25 $3,458.25 $3,458.25
113 IIANDIIOLE EA 2.00 EA $850.00 $1,700.00
114 TRANSVERSE MARKING,THERMOPLASTIC, 37.00 LIT 37.00 LET $5.00 $185.00 $185.00
115 LINE,THERMOPLASTIC,BROKEN,WIIITE,12 IN, 84.00 LFT 84.00 LET $2.00 $168.00 $168.00
116 LINE,THERMOPLASTIC,BROKEN,WIIITE,619,3 LFT LET $1.00
117 PAVEMENT MESSAGE MARKING, 4.00 EA 4.00 EA $80.00 $320.00 $320.00
118 TRANSVERSE MARKING TIERMOPLASTIC 300.00 LFT 300.00 LI•T $6.00 $1,800.00 $1,800.00
119 LINE.,THERMOPLASTIC,BROKEN,WIIITE,41N 190.00 LET 190.00 LFT $0.60 $114.00 $114.00
120 LINE,THERMOPLASTIC,SOLID,WIIITE,4 IN 1378.60 LEI' 1378.60 LET $0.50 $689.30 $689.30
121 LINE.THERMOPLASTIC,SOLID,YELLOW,4 IN 864.00 LFT 864.00 I.FT $0.60 $518.40 $518.40
122 PAVEMENT MESSAGE MARKING, 7.00 EA 7.00 EA $50.00 $350.00 $350.00
123 SNOWPLOWAIILE 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 TON $87.63
128 ASPHALT INTERMEDIATE COURSE TON TON $69.60
129 853 CRUSHED LIMESTONE TON TON $20.00
130 36"RCP STORMWA'EER PIPE LFT 256.00 LFT $80.00 $20,480.00
1
3 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: 8/1/14 through 8/31/14
Item r ',' Descnption Quantdy thi ;, Tota Quantity i; Unit Total Pay Total Pay
ENO '`'t
F Estimate to Date ? Price this Estimate to bate
131 CONCRETE END SECTION EA 6.00 EA $1,410.00 $8,460.00
132 6 FOOT PRECAST WALL.SYSTEM 398.00 LET 1973.00 LFT $143.00 $56,914.00 $282,139.00
133 8 FOOT PRECAST WALL SYSTEM LFT LIT $197.43
134 SEGMENTAL BLOCK WALL 185.06 FE 323.26 FF 535.00 $6,477.10 $11,314.10
135 IRRIGATION SYSTEM LS LS $97,500.00
136 OVERSIZED COBBLE STONE 1.94 CYS 1.94 CYS $100.00 $194.00 $194.00
137 LARGE MERAMEC STONE 5.23 CYS 5.23 CYS $90.00 $470.70 $470.70
138 STONE BARK 5.09 CYS 5.09 CYS $130.00 $661.70 $661.70
139 RIP RAP CYS 80.33 CYS $61.00 $4,900.13
140 MESIC PRAIRIE MIX AC AC $3,820.00
141 LOW STATURE PRAIRE MIX AC AC $3,155.00
142 YARROW SEED AC 0.28 AC $1,960.00 $548.80
143 CREEPING RED FESCUE SET SFT $0.10
144 TURF SEED 27052.83 SET 47981.13 SFT $0.10 $2,705.28 $4,798.11
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 54,620.00
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 CIIERISY EA EA $165.00
152 WHITE PINE EA EA $105.00
153 BLACK CIIOKEBERRY EA EA $45.00
154 KARL FOERSTER REED GRASS 32.00 EA 32.00 EA $23.00 $736.00 $736.00
155 ARTIC FIRE DOGWOOD EA EA $37.00
156 GREY OWL JUNIPER 28.00 EA 28.00 EA $37.00 $1,036.00 $1,036.00
157 HAMELIN DWARF FOUNTAIN GRASS 21,00 EA 21.00 EA $15.00 $315.00 $315.00
158 NINE:BARK EA EA $40.00
159 DAPPLED WILLOW EA EA $40.00
160 DWARF DELPHINIUM 752.00 EA 752.00 EA $4.20 $3,158.40 $3,158.40
161 KIM'S KNEE IHIGII CONEFLOWER 151.00 EA 151.00 EA $14.00 $2,114.00 $2,114.00
162 JOLYENE NICHOLE DAYI.II,Y 97.00 EA 97.00 EA $13.60 $1,319.20 $1,319.20
163 EVERGREEN CANDYTIIFT EA EA $4.20
164 BLACK EYED SUSAN 133.00 EA 133.00 EA $14.00 $1,862.00 $1,862.00
165 TEMPORARY SILT FENCE LFT 2298.00 I.IT $I.25 $2,872.50
166 EROSION CONTROL BLANKET 27052.83 SET 27052.83 SET $0.20 $5,410.57 $5,410.57
167 INLET PROTECTION 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 2789.30 SET 2789.30 SET $0.10 $502.07 $502.07
171 DOUBLE SHREDDED HARDWOOD MULCH 24.50 CYS 34.50 CYS $60.00 $1,470.00 $2,070.00
172 STEEL EDGING 445.10 LEI' 445.10 LIT $5.25 $2,336.78 $2,336.78
173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00
TOTAL $430,500.58 $2,391,256.48
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 LS 0.60 LS $7,000.00 $4,200.00
Al CURB,CONCRETE,REMOVE LFT LFT $5,00
AS CURB AND GUTTER,REMOVE UT LFT $4.50
A6 INLET,REMOVE EA EA $415.00
A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA EA $300.00
A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 $1,200.00
A8 PIPE,ABANDON AND GROUT FILL. LIT LFT $11.00
AN EXCAVATION,COMMON CYS CYS $23.00
TEMPORARY EROSION&SEDIMENT CONTROL,
110
CURB INLET PROTECTION EA 12.00 EA 585.00 51,020.00
All TEMPORARY SILT FENCE LEI' LET $1.25
Al2 NO 2 STONE TON TON $17.25
AI3 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24
4016
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: 811114 through 8131114
D E s - ae c . s tFr-',147,,,'''.'",',:-=:::I:2,11m esopiLon Quanty hi Totl quatity Umt 'C''''-',""119,11.,:17,0/.2 otal Pay
TNo4 E,y 1 F s ; stimate L lo Dal Pne 0ttti Estimate to-De t
' § A ,, A ., k', ,,,- N,,,s2 2,2,, ,n.i..,.a v ,1.u§,79 .r F(p9s�� 1 1m uk[,f b wn„mu :.., - ,, ,a_ -
m
A14 SUBGRADE TREATMENT,TYPE IIIA SYS SYS $12.00
Al5 STRUCTURAL BACKFILL,TYPE 1 CYS CYS $23.15
616 CHEMICAL MODIFICATION,SOILS SYS SYS $5.45
A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00
MO COARSE AGGREGATE.NO 8 TON TON $40.00
Alt MILLING,ASPHALT,11/2 IN SYS SYS $0.90
A20 PROFILOGRAPH,HMA LS CS $1.00
621 HMA,INTERMEDIATE,TYPE C,OC,19.0 MM TON TON $52.00
ASS LIMA SURFACE,TYPE A TON TON $106.00
A23 IIM6 SURFACE,TYPE C TON TON 565.00
A24 HMA INTERMEDIATE,TYPE A TON TON $68.00
A25 HMA INTERMEDIATE,TYPE C TON TON $52.00
_A26 HMA BASE,'TYPE C TON TON $49.00
627 ASPIIALT FOR TACK COAT TON TON 51.00
628 CURB RAMP,CONCRETE,TYPE C SYS SYS 5113.00
A29 CURB RAMP,CONCRETE,TYPE K SYS SYS $130.00
A30 CURB AND GUTTER,'TYPE II LIE LFT 513,00
631 CURB AND GUTTER.TYPE III LFT LET $12.00
A32 PCCP FOR APPROACHES,9 IN. SYS SYS $52.00
MOBILIZA'T'ION AND DEMOBILIZATION FOR
ASS SEEDING F.A EA $200.00
A34 SEED MIXTURE,T LOS LOS $1.35
635 MULCHING MATERIAL TON TON $40000
A36 WATER Kgal Kgal $1.00
A37 TOPSOI I, CYS _ EYE $1.00
A38 SODDING,NURSERY SYS SYS $3,I1
ASS PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LET LFT $33.25
A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LET LET__ 545.00
A41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LET LFT 076,00
642 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT LET $00.00
643 VIDEO INSPECTIO FOR PIPE LPT LET $2.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN LFT LET 55,20
A45 AGGREGA'T'E FOR UNDERDRAINS CYS CYS $32.00
A46 GEOTEXTILES FOR IINDERDI1AIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE EA EA $665.00
A411 INLET,CAP EA EA $460.00
649 INLET,110 EA LA $1,600.00
650 INLETMIO EA EA $1,600.00
A51 MANHOLE,C4 EA EA $1,800.00
052 MANHOLE,X10 EA_ EA 53,300.00
ASS ROAD CLOSURE SIGN ASSEMBLY _ EA EA $270.00
AS4 DETOUR ROU'T'E MARKER ASSEMBLY EA EA $65.00
A55 CONSTRUCTION SIGN,A _ EA EA 5100.50
A56 MAINTAINING TRAFFIC LS LS $6,064.97
A57 BARRICADE,III-F1 LET LFT $10.00
1 ASII SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LFT LFT $11.00
A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SF _SE $1490
660 SIGN,$11EET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00
DECORATIVE,STREET LIGHTING.WIRING AND
AOl INSTALLATION EA EA 50,300.00
A62 CABLE INTERDUCT LET LET $9.50
A63 HANDIIOLG.LIGHTING EA EA $600.00
664 CONDUIT,STEEL,GALVANIZED,2 IN LET LET $10.50
WIRE,NO6 COPPER IN PLASTIC DUCT,IN
A65 TRENCH,41/3 LEI' LET $7.25
A56 HANDHOLE EA EA $850.00
WIRE,NO 5 COPPER IN PLASTIC DUCT,IN
667 CONDUIT 41/3 1.1'I' LFT $7.25
'TRANSVERSE MARKING THERMOPLASTIC
A60 CROSSWALK,WHITE 24" LFT LET $10.00
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LET LET $1.00
670 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN. LFT LET $1.00
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5 of
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: 8/1/14 through 8131114
Item s -j CP I Descnpaony. 4 x r a Quantity this^ 14Total Quantity Und Ft Total Pays ti Total Pay'}j,
iNo i �' I.�* �, U„� ,'„I,1 I �' ' k Estimate 7K 'i6to Date ig A! 'Pace ^ Ythls Estimate 'to DateEia
A71 LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN LET LET $1.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24" LET LET $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 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 F-T EA EA $4,500.00
A78 HANDHOLE,SIGNAL EA EA $875.00
A79 CONDUIT,STEEL,GALVANIZED,2 IN,
UNDERGROUND LFT LFT $10.50
AN SIGNAL CABLE,IC/l4 GA LET LIT $0.15
CONTROLLER AND CAI3INET,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
A83 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,
AMBER,GREEN,AMBER ARKOW,GREEN ARROW EA EA $925.00
A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00
485 DISCONNECT HANGER EA EA $275.00
A86 SIGNAL CABLE,5C/14 GA LET LIT $1.50
A87 SIGNAL CABLE.7C/14 GA LFT LIT $1.65
A88 SIGNAL CABLE,3C/8 GA LFT LIT $2.50
A89 SIGNAL CABLE,2C/16 CA,SHIELDED LIT LET $0.75
A90 SIGNAL DETECTOR HOUSING EA EA $850.00
A91 SAW CUT FOR ROADWAY t-OOP AND SEALANT LFT LIT $600
492 CONTROLLER CABINET FOUNDATION,PI EA EA $1,025.00
A93 SIGNAL SERVICE EA EA $800.00
A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00
MISLELLANEOUS EQUIPMENT FOR TRAFFIC
A95 SIGNALS LS LS $500.00
TOTAL ALTERNATE BID A $6,420.00
131 CONSTRUCTION ENGINEERING LS LS $4,400.00
B2 MOBILIZATION AND DEMOBILIZATION LS I.S_ $12,643.00
B3 CLEARING RIGHT OF WAY LS LS $5,000.00
134 EXCAVATION,COMMON CYS CYS $13.00
B5 TEMPORARY SILT FENCE LET LET $1.25
B6 SURCEASE TREATMENT,TYPE WA SYS SYS $6.10
87 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $Z7.15
88 STRUCTURAL BACKFI LL,TYPE 3 CYS CYS $21.15
R9 IIMA SURFACE,'TYPE B TON TON $110.00
610 IIMA INTERMEDIATE,TYPE B TON TON $45.00
1111 ASPHALT FOR TACK COAT TON TON $480.00
1312 GUARDRAIL END TREATMENT,I _ EA EA $1,200.00
813 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET LIT $30.00
814 HANDRAIL,PEDESTRIAN LET LIT $145.00
015 PCCP FOR APPROACHES,9 IN SYS SYS $51.35
MOBILIZATION AND DEMOBILIZATION FOR
016 SEEDING GA GA $200.00
1317 EROSION CONTROL BLANKET SYS SYS $1.17
1318 GEOTEXTII,ES SYS SYS $3.39
B19 RIPISAP,REVE'T'MENT TON TON $35.00
B20 SEED MIXTURE,T LEIS L0S $1.35
821 MULCHING MA'T'ERIAL 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 EA EA $4,000.00
026 STR.,REINFORCED CONCRETE 3-SIDED,288 IN X LIT LFT
96 IN $2,490.00
TOTAL ALTERNATE BID B
6 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10.10
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: 8/1114 through 8131/14
Item 4 Desanpdon k
`� uantity Itus
Q s Total000011iy tap Uni[ Total Payr,t I Total,Pay
Esttmate to 0416 'r 1 xi Price tills Estimate to Dale
CHANGE ORDERS ITEMS
COO #10.10 IRRIGATION REPAIR 0.10 LS 1.00 LS $6,296.00 $629.60 $6,296.00
CO2 STIIE.E.T DEPT IRRIGATION AT SPI.ITTERS 0.10 LS 1.00 LS 510,105.20 $1,010.52 $10,105.20
CO2 19'RCP End Section EA EA 51,070.61
CO4 24•RCP End Section 1.00 EA 1.00 EA 91.162.01 $1,162.61 $1,162.61-
005 36 RCP End Sectimr 1.00 EA 1,00 EA $1,610.61 $1,610.61 $1,610 61
COG 54"RCP End Section 1.00 EA 1.00 EA 52.562.61 $2,562.61 $2,562.61
CO7 60"RCP End Section EA 4 EA $3,346,61
COO Street Light Foundarinns EA EA 01,209.50 I
CO9 Norway Spruce EA EA $700.50
$6,975.95 $21,737.03
TOTAI.BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS I $437.476.53 I$2,419,413.51 I
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $437,476.53
TOTAL PAY TO DATE $2,419,413.51
DEDUCT 10%RETAINAGE $241,941.35
DEDUCT PREVIOUS NET PAY ESTIMATES $1,783,743.27
NET PAY ESTIMATE NO. 06 $393,728.88
CrossRoad Engineers,PC ZA,4074; / g/f may'
Inspooting Firm Dale'
E&B Paving,Inc. y 1/Date
"v
Contractor By Date