2013 Illinois St pay request 08 IlUa+ U 0 0 0 U1)WI,
Au nu 000 p ® o
CITY OF c\ ARMEL
JAMES I3RAINARD, MAYOR
EXHIBIT B
Disbursement Direction #8
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 November 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
Cannel, IN 46032
City of Cannel, Indiana
By:
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 @huntington.com
DEPARTMENT OF ENGINFERIN6
ONE Civic SQUARI:, CAinIEI.. IN 46032 Orru:r: 317.571.2441 FAx 317.571.2439
I.?IAIl, rnFinec•rint JCarmel.ill EQv
Illinois Street Bond
Construction Account#4087000986
Disbursement Request#08
November 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
i Unless Otherwise Stated
E8B Paving, Inc. $280,692.37 Project 10-10;Illinois Street Extension
17042 Middletown Avenue Invoice#8;PO#25297
Noblesville,IN 46060 Construction
TOTAL $280,692.37
CONSTRUCTION PROJECT INVOICE
DATE: November 11, 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.: 8
Construction pay items as per Progress Pay Estimates No. 8 as shown on the
attached invoice for work completed between the dates of October 1, 2014 to October
31, 2014
TOTAL PAY THIS ESTIMATE: $311,880.41
MINUS 10% RETAINAGE: (-) $31,188.04
TOTAL NOW DUE: $280,692.37
Submitted by CrossRoad Engineers, PC
P4/4
Project -resentative - gned 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. 08
For work done during the period of: 10/1/14 through 10/31/14
111'4,a P zP w a, ,§m «, a met r, U,. s r , s [ gym €
Y
,,?en { $ wD po , 1e r E x Quany tti h iz To qatiy ie 4 r` Uit 41 1 Towta fiPp al P
a
k
r N 7_,I0 M IN OI u rndfi e t l p Est�ma€e o Oate �, I*4 ne.1 t hiEstimate 7 o Dae g
f,l� es;z� s 91 �:4pii- ar RS - « 0 1 � s : l L, ,k � 3 w n«e e , am A
1 CONSTRUCTION ENGINEERING
LS 0.75 15 $75,000.00 $56,250.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,57000 $273,570.00
3 CLEARING RIGHT OF WAY LS 0.95 LS $75,000.00 $71,250.00
_ 4 PAVEMENT REMOVAL 43.98 SYS 43.98 SYS $10.00 $439.80 $439.80
S PAVED SIDE DITCH,REMOVE _ LFT 96.00 LFT $8.00 $768.00
6 CURB,CONCRETE,REMOVE LET LET $5.00
7 CURB AND GUTTER,REMOVE LET 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 ASSEMBLY,REMOVE EA EA $300.00
11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 3.00 EA $300.00 $900.00
12 PIPE,REMOVE 9.60 LFT 478.60 LFT $16.50 $158.40 $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 $85.00 $2,805.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 176.32 TON $26.50 $4,072.48
17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00
18 TEMPORARY MULCHING TON 14.85 TON $700.00 $10,395.00
19 _TEMPORARY SEDIMENT TRAP TON _ 60.28 TON $26.50 $1,597.42
l20 TEMPORARY SILT FENCE LFT 4681.90 LFT $1.25 $5,852.38
21 NO 2 STONE 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 IIIA 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,1.6CFS 0.54 EA 0.54 EA $25,150.00 $13,581.00 $13,581.00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00
27 STRUCTURAL BACKFILL,'I'YPE 1 68.00 CYS 2315.14 CYS $21.15 $1,438.20 $48,965.21
28 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15
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 1/2 IN SYS 153.34 SYS $12.50 $1,916.75
>IMPAC"
35 IIMA,INTERMEDIATE,TYPE C,06,19.0 MM _ TON 800.81 TON $49.00 $39,239.69
36 FIMA SURFACE,TYPE A 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 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 $47.52 $18,105.12
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 LFT LET 530.00
47 CURB,CONCRETE,STRAIGHT LFT 250.00 LET $14.00 $3,500.00
48_CURE 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
SO HANDRAIL,PEDESTRIAN LOT LFT $145,00
51 CURB AND GUTTER,TYPE II LOT 2122.95 LFT $12.00 $25,475.40
52 CURB AND GUTTER,TYPE III LFT 1222.70 LET $12.00 $14,672.40
T
53 CURB,MODIFIED,ROLL LOT 336.00 LET $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 CS 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 LOS LES $1.35
_62 MULCHING MATERIAL 1.10 TON 1.78 TON $400.00 $440.00 $712.00
63 WATER Kgal Kgat $1.00
64 TOPSOIL CYS CYS $1.00
65 SODDING,NURSERY SYS 807.22 SYS $3.10 $2,502.38
66 IRRIGATION,CONDUIT,PVC,4IN. LFT 356.00 LFT $11,40 $4,058.40
67 FIELD OFFICE,C 1.00 MOS 6.00 MOS_ $1,500.00 $1,500.00 $12,000.00
I
1
2 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 08
For work done during the period of: 10/1/14 through 10/31114
3''i T,1 e a rim @ ! 4 i , k. p u,a 6 v t r '� ,Y " `gi via$'' i °
i r
Item Decription N: Qtity thi l Total Quantityi g Unit v TotalPay F Tota Pa
No€: aV,r * FK la xt YEstima 2 fr1 irt DDae p � Price A A SEst mate 4 i�'Vi.ta Date
4.0.atf 11m i li. ga1� �iF I„ � a`t11:0114614013,? s v� 4 e ` . Z� 9 E: i ' aalSbMESi
STRUCTURE,REINFORCED CONCRETE BOX
68
SECTIONS,9 ET X 3 FT LFT 150.00 LFT $497.35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN 29.90 LFT 834.90 LFT $33.25 $994.18 $27,760.43
70 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN LFT 16.50 LFT _ $36.00 $594.00
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN 191.00 LET 756.25 LET $39.00 $7,449.00 $29,493.75
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN I,FT 299.00 LEE $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 LFT $191.00
77 _VIDEO INSPECTION FOR PIPE _ LFT LFT $1.20
78 PIPE,TYPE 4 CIRCULAR 6 I LET 1426.50 LET $5.20 $7,417.80
79 AGGREGATE FOR UNDERDRAINS CYS 122.68 CYS $32.00 $3,925.76
80 VIDEO INSPECTION FOR UNDERDRAINS LET _LET $0.95
81 GEOTEXTILES FOR IJNDERDRAIN 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,J10 1.00 EA 7.00 EA $1,600.00 $1,600.00 $11,200.00
86 INLET,M10 EA 4.00 EA $1,600.00 $6,400.00
87 CATCH BASIN,117 EA 1.00 EA $1,500.00 $1,500.00
88 CATCH BASIN,K10 1.00 EA 11.00 EA $1,700.00 $1,700.00 $18,700.00
89 PIPE CATCH BASIN,18 IN EA EA $1,300.00
90 MANHOLE,C4 4.00 EA 16.00 EA $1,800.00 $7,200.00 $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 1,00 EA 4.00 EA $1,900.00 $1,900.00 $7,600.00
94 STRUCTURE,REINFORCED CONCRETE THREE-
SIDED SECTIONS,240 IN X 72 IN LET 142.79 LEE $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,111B LFT 224.00 LET $10.00 $2,240.00
102 DECORATIVE STREET SIGN ASSEMBLY EA 100 EA $1,425.00 $4,275.00
103 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LET 221,60 LET $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 SFT 77.65 SET $15.00 $1,164.75
DECORATIVE STREET LIGHTING,WIRING AND
106 INSTALLATION EA 5.00 EA $8,875.00 $44,375.00
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 HANDHOLE,LIGHTING 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 LET 185.00 LFT $7.25 $1,341.25
112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
4 1/C LET 477.00 LFT $7.25 $3,458.25
113 HANDNOLE EA 2.00 EA $850.00 $1,700.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" LFT 37.00 LET $5.00 $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
ET STRIPE-3 FT GAP LFT LFT $1.00
117 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
FISHHOOK LANE INDICA'T'ION ARROW EA 4.00 EA $80.00 $320.00
118 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LET 300.00 LET $6.00 $1,800.00
119 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LFT 190.00 LFT $0.60 $114.00
120 LINE,THERMOPLASTIC,SOLID,WIHTE,4IN. LET 1378.60 LFT $0.50 $689.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,41N LET 864.00 ',FT $0.60 $518.40
122 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
LANE INDICATION ARROW EA 7.00 EA $50.00 $350.00
123 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200,00
124 GENERAL CONDITIONS LS LS $5,000.00
3o16
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 08
For work done during the period of: 1011!14 through 10/31/14
41 4 a. ` +a t S 5 r i a( 3 ro(�' , `� 3 € 7I L Z P.A. . ". y `p " "11702 E
Item E' `,' i Descn tion s, e"k �4Quantit this t' TotalQuantit E ' Unit�C5" Le TotalPa t_ l Ellotai,Pa 9I
.43 € #ol ii a P #� a r € yl t€ k¢x Y !ra: al. e, a ?,9,1 „ y
€ 6 Eshmate r €t a,--, Pace I4ttns Estimate to Dates"i
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"RCP STORMWATER PIPE LFT 256.00 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 LET 1973.00 LFT $143.00 _ $282,139.00
133 B FOOT PRECAST WALL SYSTEM LFT LFT $197.43
134 SEGMENTAL BLOCK WALL FF 323.26 FF $35.00 $11,314.10
135 IRRIGATION SYSTEM 0.45 LS 0.45 LS $97,500.00 $43,875.00 $43,875.00
136 OVERSIZED COBBLE STONE 11.05 CYS 12.99 CYS $100.00 $1,105.00 $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 _
141 LOW STATURE PRAIRE MIX AC AC $3,155.00
142 YARROW SEED AC 0.28 AC $1,960.00 $548.80
143 CREEPING FRED FESCUE SFT SFT $0.10
144 TURF SEED SFT 88240.23 SFT $0.10 $8,824.02
145 GINKGO(MALE) EA 7.00 EA 5400.00 $2,800.00
146 SWAMPWHTCE OAK EA EA $360.00
147 RED OAK EA 14.00 EA $330.00 $4,620.00
148 DOWNYSERVICEHERRY 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 8.00 EA 8.00 EA $165.00 $1,320.00 $1,320.00
152 WHITE PINE EA EA $185.00
1S3 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 IIAMELIN DWARF FOUNTAIN GRASS EA 130.00 EA $15.00 $1,950.00
158 NINEBARK EA EA $40.00
T
159 DAPPLED WILLOW EA EA $40.00
160 DWARF DELPHINIUM 19.00 EA 957.00 EA $4.20 $79.80 $4,019.40
161 KIM'S KNEE HIGH CONEFLOWER EA 311.00 EA $14.00 $4,354.00
_1.62 JOLYENE NICHOLE DAYLILY EA 251.00 EA $13.60 $3,413.60
1.63 EVERGREEN CANDYTUFT 195.00- EA 746.00 EA $4.20 $819.00 $3,133.20
164 BLACK EYED SUSAN EA 253.00 EA $14.00 $3,542.00
165 TEMPORARY SILT FENCE LET 2298.00 LFT $1.25 $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 18 IN THERMOPLASTIC STOP BAR LET LET $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 $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 $85,599.38 $2,560,734.39
'ALTERNATE BID A
Al CONSTRUCTION ENGINEERING 0.50 LS 0.50 LS $10,000.00 $5,000.00 $5,000.00
A2 MOBILIZATION AND DEMOBILIZATION 1.00 LS 1.00 LS $44,400.00 $44,400.00 $44,400.00
A3 CLEARING RIGHT OF WAY 0.40 LS 1.00 LS $7,000.00 $2,800.00 $7,000.00
A4 CURB,CONCRETE,REMOVE 109.50 LFT 109.50 LFT $5.00 $547.50 $547.50
AS CURB AND GUTTER,REMOVE 3650.50 LFT 3650.50 LFT $4.50 $16,427.25 $16,427.25
A6 INLET,REMOVE EA EA $415.00
A7 LIGHT STANDARD AND FOUNDATION,REMOVE 3.00 EA 3.00 EA $300.00 $900.00 $900.00
A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 $1,200.00
A8 PIPE,ABANDON AND GROUT FILL LFT LFT $11.00
A9 EXCAVATION,COMMON 3948.00 CYS 3948.00 CYS $23.00 $90,804.00 $90,804.00
A10 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 12.00 EA $85.00 $1,020.00
All TEMPORARY SILT FENCE LFT LFT $1.25
912�NO2 STONE TON TON $17.25
1 �A13,SUBGRADE TREATMENT,TYPE I SYS SYS $6.24
4 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 08
For work done during the period of: 10/1/14 through 10/31/14
�, q,17 x a �a. 1?'.. ! t `1,� ,E 1 ,1`-4.-10, �v ca ' .' - t'"t w"0/ "i �l�in -�
Item K`Rz pX 1 ;Description 3 0uartt/tythis# Total Quactity 0,„i' .,U(11t A iL fIM,:3 pay I .ajiPay9
;No 4 Estimated nr,,to Date`� Priced, this EstimateP tobala
;.Y I. nerdk1 . ISAIir,agg + ,3 ` ttik,. .M 1 1-A4 N. '-1 i 1,o =,. ;z ana, �i$ev m6gilia iii
A14 SUBGRADE TREATMENT,TYPE IIIA SYS SYS $12.00
A15 STRUCTURAL BACKFILL,TYPE 1 128.00 CYS 128.00 CYS $23.15 $2,963.20 $2,963.20
A16 CHEMICAL MODIFICATION,SOILS SYS SYS $5.45
A17 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00
A16 COARSE AGGREGATE,NO 8 TON TON $40.00
A19 MILLING,ASPHALT,11/2 IN SYS SYS $0,90
A20 PROFILOGRAPH,NMA LS LS $1.00
A21 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $52.00
A22 HMA 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
mm
A25 HMA INTERMEDIATE,TYPE C TON TON $52.00
A26 HMA BASE,TYPE C TON TON $49.00
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 LFT LFT $12.00
A31 CURB AND GUTTER,TYPE III LFT LET $12.00
A32 PCCP FOR APPROACHES,9 IN. SYS SYS _ $52.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA $200.00
A34 SEED MIXTURE,T LBS LOS $1.35
A3S MULCHING MATERIAL TON TON $400.00
A36 WATER Kg-a l Kgal $1.00
A37 TOPSOIL CYS CYS $1.00
A38 SODDING,NURSERY SYS SYS $311
A39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN 332.00 LFT _ 332.00 LET $33.25 $11,039.00 $11,039.00
_MO PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN 36.50 LFT 36.50 LET $45.00 $1,642.50 $1,642.50
A41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LFT LFT $76.00
A42 PIPE,REINFORCED CONCRETE,CIRCULAR 241N LET LFT $60.00
A43 VIDEO INSPECTIO FOR PIPE LFT LET $2.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN LET LFT $5.20
A4S AGGREGATE FOR UNDERDRAINS CYS CYS $32.00
A46 GEOTEXTILES FOR UNDERORAIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE EA EA $665.00
A48 INLET,CAP EA EA $460.00
A49 INLET,110 5.00 EA 5.00 EA $1,600.00 $8,000.00 $8,000.00
A50 INLETMIO 1.00 EA 1.00 EA $1,600.00 $1,600.00 $1,600.00
A51 MANHOLE,C4 1.00 EA 1.00 EA $1,800.00 $1,800.00 _ $1,800.00
A52 MANHOLE,J10 4.00 EA 4.00 EA _ $3,300.00 $13,200.00 $13,200.00
A53 ROAD CLOSURE SIGN ASSEMBLY 8.00 EA 11.00 EA $270.00 $2,160.00 $2,970.00
A54 DETOUR ROUTE MARKER ASSEMBLY EA 15,00 EA $65.00 $975.00
ASS CONSTRUCTION SIGN,A EA 6.00 EA $100.00 $600.00
AS6 MAINTAINING TRAFFIC 1.53 LS 1.53 IS $6,064.97 $9,279.40 $9,279.40
A57 BARRICADE, Il-B 248.00 LET 248.00 I.FT $10.00 $2,480.00 $2,480.00
A58 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LFT LFT $11.00
A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SF SF $14.00
A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00
A61 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION EA EA $8,300.00
A62 CABLE INTERDUCT LET LFT $9.50
A63 HANDIIOLE,LIGHTING EA EA $600.00
A64 CONDUIT,STEEL,GALVANIZED,2 IN LET LFT $10.50
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
A65 41/3 LFT LFT $7.25
A66 HANDHOLE EA EA $850.00
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT
A67 41/3 LFT LET $7.25
A68 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LFT LET $10.00
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,41N LET LFT $1.00
A70 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT LFT $1.00
A71 LINE,THERMOPLASTIC,SOLID,YELLOW,41N LET LFT $1.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24" LET LFT $10.00
PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
A73 LANE INDICATION ARROW EA EA $50.00
5 of 6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 08
For work done during the period of: 10/1/14 through 10131114
At,1 4' '1t s 1 tj's..dr„ a E{, w i t rgalna �nr,,,j��f P gt .5 E ` its 'A
Item I E E pescnphon Quantity this nsaTotal Quantty g, GSjOUnit 9 rd,-01°.41#.141-,..“3 Total Pay'
�x'7"srx.YS m3 6
�No I � � 1' I 1 1 JEstimate a„ $� €o Data a Pricep*s this Est€mate 'L o Date`�
fit, frI s 1 to dE. r w 1 ' L',f ,,,
, �"4`�� .7a ✓1 �m.�. +�,.a.ea��.�' � "_, ,.gym#�:1°. '"�„ ��N P e r ..� . N11�,�ga i
PAVEMENT MESSAGE MARKING,THERMOPLASTIC,
A74 WORD,"ONLY" EA EA $100.00
A7S SNOWPLOWABLE RAISED PAVEMENT MARKER 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 LFT $10.50
A80 SIGNAL CABLE,1C/14 GA LFT LFT $0.15
081 CONTROLLER AND CABINET,MASTER,MENU
DRIVEN,B PHASE 0.99 EA 0.99 EA $8,665.00 $8,560.15 $8,560.15
TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMBER,
A82 GREEN 3.19 EA 3.19 EA $620.00 $1,977.80 $1,977.80
TRAFFIC SIGNAL HEAD,S FACE,12 IN RED,
083 AMBER,GREEN,AMRER ARROW,GREEN ARROW 0.76 EA 0.76 EA $925.00 $700.23 $700.23
A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00 _
A85 DISCONNECT HANGER EA EA $275.00
A86 SIGNAL CABLE,5C/14 GA LET LET $1.50
A87 SIGNAL CABLE,7C/14 GA LFT LET $1.65
A88 SIGNAL CABLE,3C/8 GA LET LFT $2.50
A89 SIGNAL CABLE,2C/16 GA,SHIELDEI7 LFT LET $0.75
A90 SIGNAL DETECTOR HOUSING EA _ EA $850.00
A91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT LFT $6.00
A92 CONTROLLER CABINET FOUNDATION,I'1 EA EA $1025.00
A93 SIGNAL.SERVICE EA EA $800.00
A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EA EA $250.00
MISCELLANEOUS EQUIPMENT FOR TRAFFIC
095 SIGNALS LS LS $500.00
TOTAL ALTERNATE BID A $226,281.03 $235,086.03
ALTERNATE BID B
B1 CONSTRUCTION ENGINEERING LS _ LS $4,400.00
B2 MOBILIZATION AND DEMOBILIZATION LS LS $12,643.00
83 CLEARING RIGHT OF WAY LS LS $5,000.00
B4 EXCAVATION,COMMON CYS CYS $13.00
B5 TEMPORARY SILT FENCE LFT LET $1.25
B6 SUBGRADE TREATMENT,TYPE IDA SYS SYS $6.10
87 STRUCTURAL BACKFILL,TYPE 2 CYS CYS $27.15
B8 STRUCTURAL BACKFILL,TYPE 3 CYS s CYS $21.15
89 HMA SURFACE,TYPE B TON TON $110.00
E110 LIMA INTERMEDIATE,TYPE 8 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,WHAM,6 FT 3 IN SPACING LFT LET $30.00
B14 HANDRAIL,PEDESTRIAN LFT LET $145.00
B15 PCCPFOItAPPROACIIES,9IN SYS SYS $51.35
B16 MOBILIZATION AND DEMOBILIZATION FOR EA EA
SEEDING $200.00
817 EROSION CONTROL BLANKET SYS SYS $1.17
BIB GEOTEXTILES SYS SYS $3.39
B19 RIPRAP,REVET'MEN'T TON _ TON $35.00
B20 SEED MIXTURE,T LBS LBS $1.35
B21 MULCHING MATERIAL TON TON $400.00
1322 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
626 STR.,REINFORCED CONCRETE 3-SIDED,288 IN X 96 LFT LFT
IN $2,490.00
TOTAL ALTERNATE BID B
CHANGE ORDERS ITEMS
COl 410.10 IRRIGATION REPAIR _ LS 1.00 LS $6,296.00 $6,296.00 '
CO2 STREET DEPT IRRIGATION AT SPLITTERS LS 1.00 LS $10,105.20 $10,105.20
CO3 1B"RCP End Section EA EA $1,078.61
CO4 24"RCP End Section EA 1.00 EA $1,162.61 $1,162.61
COO 36"RCP End Section EA 1.00 EA $1,610.61 $1,610.61
C06 54"RCP End Section EA 1.00 BA s $2,562.61 $2,562.61
C07 60"RCP End Section EA EA $3,346.61
6of6
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 08
For work done during the period of: 1011114 through 10131114
R p a € fi. wc nYx i A 4 i- 54,,," ;Y^ '...5 A r w r� W P i 3 "
m 14 r 1 p4.6# 1:" sA ti;Quin[y ts vt T'taiRt antfy �Ucnd0 IP1T eP a oT1 e oay
-
*gll 5 * w 4* 0 ` ` ` Et 0.4 topeti), N, x, i$r ` tte6tlrta e;,, a64e t
a� a ^� x Ns sx; .$ r"a� *t3u ;, &!. a e a �,�� 2 ,aw � . £" rmt � 4+'
•':
.
CO8 STREET LIGHT FOUNDATIONS EA EA
$1,289.S0
C09 NORWAY SPRUCE EA EA $709,50
CO10 6'.Precast Wall column Stain Change LS IS _ $12,190.43
C011 Unforeseen Utility Adjustments LS LS $3,398;00
C012 Unforeseen Structure/Plan Adjustments LS LS $2,248.00
C013 Japanese Zelkova,2,5" EA EA $365.00
C014)apanese Tree Lilac,LS" EA EA _ $190.00
C015 Ruby Red Hersechestnut,1.5' EA 17.00 EA $230.00 $3,910.00
C016 Norway Spruce,6' EA EA $215.00
0017 Plant Trans per Upslated Details EA ,, EA $30.00
1 $25,647.03
•
TOTAL BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS' I $311,880.41 I.$2,821,467.46
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $311,880.41
TOTAL PAY TO DATE $2,821,467.46
DEDUCT 10% RETAINAGE $282,146.75
DEDUCT PREVIOUS NET PAY ESTIMATES $2,258,628.34
l „
NET PAY ESTIMATE NO. 08 $280,692.37
II
CrossRoad Engineers, PC /...-... ./L.------- i iii/ / /1-
Inspecting Film By ate 11
E&B Paving, Inc. A 2 - --�L1—t. /I —/7— (�}
Contractor / Date
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