251515 11/18/15 ,CAq
*"� CITY OF CARMEL, INDIANA VENDOR: 00350320
® ONE CIVIC SQUARE E & B PAVING, INC CHECK AMOUNT: $***116,656.06*
,., a� CARMEL, INDIANA 46032 17042 MIDDLETOWN AVE CHECK NUMBER: 251515
°.y uN�o. NOBLESVILLE IN 46060 CHECK DATE: 11/18/15
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
212 R4462865 25297 19 116,656.06 ILLINOIS STREET
I
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CONSTRUCTION PROJECT INVOICE
DATE: November 6, 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)473-4137
PROJECT NAME: Illinois Street Extension — City of Carmel Project#10-10.
PROJECT NO.: 10-10
INVOICE NO.: 19
Construction pay items as per Progress Pay Estimates No. 19 as shown on the
attached invoice for work completed between the dates of October 1, 2015 to October
31, 2015
TOTAL PAY THIS ESTIMATE: $129,617.84
MINUS 10% RETAINAGE: H $ 12,961.78
TOTAL NOW DUE: $116,656.06
Submitted by CrossRoad Engineers, PC
Proj t Rep resentativ - s ed name Date
Lance Stahley
Project Representative - printed name
1 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 10/1/15 through 10/31/15
Item' Description; ,,, Quantity.'this''. _,,-To6lbuantity" :Unit. Total Pay 'Total Pay
,:..
No:. Estimate ;79 'to Date Price this Estimate ,to Date
1 CONSTRUCTION ENGINEERING LS 1.00 LS $75,000.00 $75,000.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,570.00 $273,570.00
3 CLEARING RIGHT OF WAY LS 1.00 LS $75,000.00 $75,000.00
4 IPAVEMENT REMOVAL SYS 43.98 SYS $10.00 $439.80
5 1 PAVED SIDE DITCH,REMOVE LFT 96.00 LFT $8.00 $768.00
6 ICURB,CONCRETE,REMOVE LFT LFT $5.00
7 CURB AND GUTTER,REMOVE LFT 7241.00 LFT $4.50 $32,584.50
8 INLET,REMOVE EA 16.00 EA $415.00 $6,640.00
9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00
10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00
11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 13.00 EA $300.00 $3,900.00
12 PIPE,REMOVE LFT 1396.60 LFT $16.50 $23,043.90
13 EXCAVATION,COMMON CYS 44722.30 CYS $7.15 $319,764.45
14 BORROW CYS 5504.00 CYS $1.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 40.00 EA $85.00 $3,400.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 308.01 TON $26.50 $8,162.27
17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00
18 TEMPORARY MULCHING 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 LFT 6383.90 LFT $1.25 $7,979.88
21 NO 2 STONE TON 707.84 TON $17.25 $12,210.24
22 SUBGRADE TREATMENT,TYPE IA SYS 26438.81 SYS $6.25 $165,242.56
23 SUBGRADE TREATMENT,TYPE IIIA SYS 2466.33 SYS $6.10 $15,044.61
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 1.00 EA $25,150.00 $25,150.00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00
27 STRUCTURAL BACKFILL,TYPE 1 CYS 4402.95 CYS $21.15 $93,122.39
28 STRUCTURAL BACKFILL,TYPE 2 CYS 4094.63 CYS $27.15 $111,169.20
29 CHEMICAL MODIFICATION,SOILS SYS 1906.10 SYS $5.45 $10,388.25
30 COMPACTED AGGREGATE,NO.53,BASE TON 1835.98 TON $20.00 $36,719.60
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,11/2 IN SYS 153.34 SYS $12.50 $1,916.75
IMPACT
35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON 800.81 TON $49.00 $39,239.69
36 HMA SURFACE,TYPE A TON 338.16 TON $86.00 $29,081.76
37 HMA SURFACE,TYPE C TON 1646.05 TON $78.00 $128,391.90
38 HMA INTERMEDIATE,TYPE A TON 822.09 TON $59.00 $48,503.31
39 IHMA INTERMEDIATE,TYPE C TON 3007.85 TON $53.00 $159,416.05
40 1 HMA BASE,TYPE C TON 8593.91 TON $52.00 $446,883.32
41 IHMA FOR APPROACHES,TYPE B 94.14 TON 698.39 TON $75.00 $7,060.50 $52,379.25
42 JASPHALT FOR TACK COAT TON 9.14 TON $1.00 $9.14
43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 788.59 SYS $47.52 $37,473.80
44 GUARDRAIL,REMOVE LFT LFT $5.00
45 GUARDRAIL,END TREATMENT,OS EA EA $3,000.00
46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT LFT $30.00
47 CURB,CONCRETE,STRAIGHT LFT 501.00 LFT $14.00 $7,014.00
48 CURB RAMP,CONCRETE,C SYS 17640 SYS $117.00 $20,638.80
49 CURB RAMP,CONCRETE,L SYS 106.25 SYS $106.00 $11,262.50
50 HANDRAIL,PEDESTRIAN LFT LFT $145.00
51 CURB AND GUTTER,TYPE II LFT 7483.85 LFT $12.00 $89,806.20
52 CURB AND GUTTER,TYPE 111 LFT 554470 LFT $12.00 $66,536.40
53 CURB,MODIFIED,ROLL LFT 670.00 LFT $16.00 $10,720.00
54 PCCP FOR APPROACHES,9 IN. S 345.44 S $45.00 $15,544.80
55 MAILBOX ASSEMBLY,SINGLE EA 1.00 EA $200.00 $200.00
56 GEOTEXTILES SYS 3211.22 SYS $1.12 $3,596.57
57 RIPRAP,REVETMENT TON 1284.03 TON $21.00 $26,964.63
58 SCREENING WALL LS 1.09 LS $142,150.00 $154,577.09
S9 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING EA 4.00 EA $200.00 $800.00
60 EROSION CONTROL BLANKET SYS 14502.44 SYS $1.17 $16,967.85
61 SEED MIXTURE,T LBS LBS $1.35
2 of
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 10/1/15 through 10/31/15
Description:.., ,'Quantity this '-;,Totbl,Quantity 'Unit Total Pay :Total Pay
,,iQua
Item ription.-.,
No..
Estimate "",to Date Price this Estimate 'to Date
62 MULCHING MATERIAL TON 4.34 TON $400.00 $1,736.00
63 WATER Kgal Kgal $1.00
64 TOPSOIL CYS CYS $1.00
65 ISODDING,NURSERY 344.00 SYS 1151.22 SYS $3.10 $1,066.40 $3,568.78
66 1IRRIGATION,CONDUIT,PVC,4 IN. LFT 976.50 LFT $11.40 $11,132.10
67 IFIELD OFFICE,C 1.00 MOS 19.00 MOS $1,500.00 $1,500.00 $28,500.00
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 2255.20 LFT $33.25 $74,985.40
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 657.30 LFT $36.00 $23,662.80
71 PIPE,REINFORCED CONCRETE,CIRCULAR,181N LFT 1567.75_LFT $39.00 $61,142.25
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 423.50 LFT $51.00 $21,598.50
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,S4 IN I LFT 167.001 LFT $138.00 $23,046.00
76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT 14.00 LFT $191.00 $2,674.00
77 VIDEO INSPECTION FOR PIPE LFT LFT $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 5676.50 LFT $5.20 $29,517.80
79 1AGGREGATE FOR UNDERDRAINS CYS 487.85 CYS $32.00 $15,611.20
80 VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95
81 GEOTEXTILES FOR UNDERDRAIN SYS 4119.31 SYS $1.00 $4,119.31
82 INLET,CAP EA EA $460.00
83 INLET,E7 EA 1.00 EA $1,275.00 $1,275.00
84 INLET,F7 EA 1.00 EA $1,300.00 $1,300.00
85 INLET, 10 EA 20.00 EA $1,600.00 $32,000.00
86 INLET,M10 EA 8.00 EA $1,600.00 $12,800.00
87 CATCH BASIN,E7 EA 1.00 EA $1,500.00 $1,500.00
88 CATCH BASIN,K10 EA 15.00, EA $1,700.00 $25,500.00
89 PIPE CATCH BASIN,18 IN EA EA $1,300.00
90 MANHOLE,C4 EA 27.00 EA $1,800.00 $48,600.00
91 MANHOLE,L4 EA 1.00 EA $5,900.00 $5,900.00
92 MANHOLE,14 EA 7.00 EA $2,900.00 $20,300.00
93 CATCH BASIN,M10 EA 15.00 EA $1,900.00 $28,500.00
STRUCTURE,REINFORCED CONCRETE THREE-
Ed
94 SIDED SECTIONS,240 IN X 72 IN LFT 244.00, LFT $2,029.50 $495,198.00
95 SANITARY STRUCTURES,ADJUST TO GRADE EA 6.00 EA $920.00 $5,520.00
96 PUMP-AROUND EA 2.00 EA $12,000.00 $24,000.00
97 ROAD CLOSURE SIGN ASSEMBLY EA 25.00 EA $270.00 $6,750.00
98 DETOUR ROUTE MARKER ASSEMBLY EA 30.00 EA $100.00 $3,000.00
99 CONSTRUCTION SIGN,A EA 25.00 EA $200.00 $5,000.00
100 MAINTAINING TPAFFI C LS 0.85 LS $23,866.61 $20,286.62
101 BARRICADE,111B LFT 320.00 LFT $10.00 $3,200.00
102 IDECORATIVE STREET SIGN ASSEMBLY 1.00 EA 8.00 EA $1,425.00 $1,425.00 $11,400.00
103 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE LFT 221.60 LFT $11.00 $2,437.60
104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS 51.25 SFT 220.75 SFT $14.00 $717.50 $3,090.50
105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SFT 214.25 SFT $15.00 $3,213.75
106 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION _ 4.00 EA 21.00 EA $8,875.00 $35,500.00 $186,375.00
107 CABLE INTERDUCT LFT 2793.00 LFT $9.50 $26,533.50
108 LIGHTING POWER DISTRIBUTION PANEL EA 2.00 EA $5,200.00 $10,400.00
109 HANDHOLE,LIGHTING 1.00 EA 16.00 EA $600.00 $600.00 $9,600.00
110 CONDUIT,STEEL,GALVANIZED,2 IN LFT 487.00 LFT $10.50 $5,113.50
111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41 C LFT 487.00 LFT $7.25 $3,530.75
112WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
.
41 C LFT 2622.001 LFT $7.25 $19,009.50
113 HANDHOLE EA 10.00 EA $850.00 $8,500.00
TRANSVERSE MARKING,THERMOPLASTIC,
114 ,SHARKSTEETH" LFT 99.00 LFT $5.00 $495.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3
FT STRIPE-3 FT GAP I LFT 216.00 LFT $2.00 $432.00
3 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 1011/15 through 10/31/15
Item Description n•.;,` Quantity this otal Quantity Unit Total Pay Total Pay
No. : .•• Estimate 1"''1 to Date Price.' this Estimate to Date
116 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3
FT STRIPE-3 FT GAP LFT 126.00 LFT $1.00 $126.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
ARROW 4.00 EA 22,00 EA $80.00 1 $320.00 1 $1,760.00
118 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" 428.00 LFT 1238.00 LFT $6.00 $2,568.00 $7,428.00
119 ILINE,THERMOPLASTIC,BROKEN,WHITE,41N 1232.00 LFT 2432.00 LFT $0.60 $739.20 $1,459.20
120 LINE,THERMOPLASTIC,SOLID,WHITE,41N. 563.00 LFT 3602.60 LFT $0.50 $281.50 $1,801.30
121 ILINE,THERMOPLASTIC,SOLID,YELLOW,41N 1284.00 LFT 4546.00 LFT $0.60 $770.40 $2,727.60
122 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW 9.00 EA 29.00 EA $50.00 $450.00 $1,450.00
123 SNOWPLOWABLE 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 9759.00 CYS $6.50 $63,433.50
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 LFT 1973.00 LFT $143.00 $282,139.00
133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197.43
134 SEGMENTAL BLOCK WALL 236.00 FF 559.26 FF $35.00 $8,260.00 $19,574.10
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 PRAIRIE MIX AC AC $3,820.00
141 LOW STATURE PRAIRE MIX AC 1.00 AC $3,155.00 $3,155.00
142 YARROWSEED AC 0.89 AC $1,960.00 $1,744.40
143 CREEPING RED FESCUE SFT 4850.00 SFT $0.10 $485.00
144 TURF SEED SFT 366797.30 SFT $0.10 $36,679.73
145 GINKGO MALE EA 17.00 EA $400.00 $6,80000
146 SWAMP WHITE OAK EA 12.00 EA $360.00 $4,320.00
147 RED OAK EA 31.00 EA $330.00 $10,230.00
148 1 DOWNY SERVICEBERRY EA 47.00 EA $160.00 $7,520.00
149 KOUSA DOGWOOD EA 7.00 EA $190.00 $1,330.00
150 EASTERN REDBUD EA 50.00 EA $165.00 $8,250.00
151 KWANZAN CHERRY EA 44.00 EA $165.00 $7,260.00
152 WHITEPINE EA EA $185.00
153 BLACKCHOKEBERRY EA 36.00 EA $45.00 $1,620.00
154 JKARLFOERSTER REED GRASS EA 202.00 EA $23.00 $4,646.00
155 ARTIC FIRE DOGWOOD EA 19.00 EA $37.00 $703.00
156 GREYOWLJUNIPER 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 42.00 EA $40.00 $1,680.00
159 DAPPLED WILLOW EA 21.00 EA $40.00 $840.00
160 DWARF DELPHINIUM EA 1377.00 EA $4.20 $5,783.40
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 2366.00 LFT $1.25 $2,957.50
166 EROSION CONTROL BLANKET SFT 50254.73 SFT $0.20 $10,050.95
167 INLET PROTECTION EA 13.00 EA $150.00 $1,950.00
168 PEDESTRIAN STOP SIGN 1.00 EA 1.00 EA $200.00 $200.00 $200.00
169 18 IN THERMOPLASTIC STOP BAR 4.00 LFT 4.00 LFT $6.00 $24.00 $24.00
170 WEED BARRIER FABRIC SFT 13491.25 SFT $0.18 $2,428.43
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 r $61,482.50 $4,857,598.48
4of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 10/1/15 through 10/31115
Item= Description - Quantity,this: "Total Quantity i Ir Unit Total Pay Notal Pay
Na :. 'c Estimate. to Date - - Price this Estimate to Date
ALTERNATE BID A
Al CONSTRUCTION ENGINEERING LS 1.00 LS $10,000.00 $10,000.00
A2 IMOBILIZATION AND DEMOBILIZATION LS 1.00 LS $44,400.00 $44,400.00
A3 ICLEARING RIGHT OF WAY LS 1.00 LS $7,000.00 $7,000.00
A4 CURB,CONCRETE,REMOVE LFT 126.50 LFT $5.00 $632.50
AS CURB AND GUTTER,REMOVE LFT 4064.00 LFT $4.50 $18,288.00
A6 INLET,REMOVE EA EA $415.00
Al LIGHT STANDARD AND FOUNDATION,REMOVE EA 9.00 EA $300.00 $2,700.00
A7A LIGHT STANDARD,REMOVE EA 8.00 EA $300.00 $2,400.00
A8 PIPE,ABANDON AND GROUT FILL LFT LFT $11.00
A9 EXCAVATION,COMMON CYS 5409.17 CYS $23.00 $124,410.91
A10 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 13.00 EA $85.00 $1,105.00
All TEMPORARY SILT FENCE LFT 1104.00 LFT $1.25 $1,380.00
Al2 NO 2 STONE TON 166.74 TON $17.25 $2,876.27
A13 SUBGRADE TREATMENT,TYPE I SYS SYS $6.24
A14 SUBGRADE TREATMENT,TYPE IIIA SYS 169.00 SYS $12.00 $2,028.00
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 369.69 TON $20.00 $7,393.80
A18 COARSE AGGREGATE,NO 8 TON I TON $40.00
A19 MILLING,ASPHALT,1 1/2 IN SYS 11625.11 SYS $0.90 $10,462.60
A20 PROFILOGRAPH,HMA LS LS $1.00
A21 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON TON $52.00
A22 HMA SURFACE,TYPE A 3.00 TON 78.17 TON $106.00 $318.00 $8,286.02
A23 HMA SURFACE,TYPE C 119.37 TON 1679.55 TON $65.00 $7,759.05 $109,170.75
A24 HMA INTERMEDIATE,TYPE A TON 184.97 TON $68.00 $12,577.96
A2S HMA 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 4.39 TON $1.00 $4.39
A28 CURB RAMP,CONCRETE,TYPE C SYS 31.93 SYS $113.00 $3,608.09
A29 CURB RAMP,CONCRETE,TYPE K SYS 49.75 SYS $130.00 $6,467.50
A30 CURB AND GUTTER,TYPE 11 LFT 2890.00 LFT $12.00 $34,680.00
A31 CURB AND GUTTER,TYPE III LFT LFT $12.00
A32 PCCP FOR APPROACHES,9 IN. SYS 36.00 SYS $52.00 $1,872.00
A33 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING EA EA $200.00
A34 JSEEDMIXTUREJ LBS LBS $1.35
A35 IMULCHING MATERIAL TON TON $400.00
A36 IWATER K al K al $1.00
A37 ITOPSOIL 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 PIPE,REINFORCED CONCRETE,CIRCULAR 241N LFT LFT $60.00
A43 VIDEO INSPECTIO FOR PIPE LFT LFT $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 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95
A47 CASTING,ADJUST TOGRADE EA 2.00 EA $665.00 $1,330.00
A48 INLET,CAP EA EA $460.00
A49 INLET,J10 EA 5.00 EA $1,600.00 $8,000.00
A50 INLET MIO 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
A54 DETOUR ROUTE MARKER ASSEMBLY EA 15.00 EA $65.00 $975.00
ASS CONSTRUCTION SIGN,A EA6.00 EA $100.00 $600.00
A56 MAINTAINING TRAFFIC LS 1.53 LS $6,064.97 $9,279.40
5of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 99
For work done during the period of: 10/1/15 through 10/31/15
Item.` Description "Quantity this Total Quantity Unit :Total Pay Total,Pay
No." n;;SEstimate to,Date Price this Estimate to Date
A57 BARRICADE,111-B LFT 248.00 LFT $10.00 $2,480.00
SIGN POST,SQUARE,TYPE 1,REINFORCED
A58 ANCHOR BASE LFT 26.65 LFT $11.00 $293.15
A59 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 3.25 EA 13.00 EA $8,300.00 $26,975.00 $107,900.00
A62 CABLE INTERDUCT LFT 1582.001 LFT $9.50 1 $15,029.00
A63 HANDHOLE,LIGHTING EA EA $600.00
A64 CONDUIT,STEEL,GALVANIZED,2 IN LFT 80.00 LFT $10.50 $840.00
A65 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
41/3 LFT 1950.00 LFT $7.25 $14,137.50
A66 HANDHOLE EA 3.00 EA $850.00 $2,550.00
A67 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 4 1/3 LFT LFT $7.25
A68 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LFT LFT $10.00
A69 ILINE,THERMOPLASTIC,BROKEN,WHITE,41N LFT LFT $1.00
A70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT LFT $1.00
A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT $1.00
A72 TRANSVERSE MARKING THERMOPLASTIC STOP
LINE,24" 149.50 LFT 160.50 LFT $10.00 $1,495.00 $1,605.00
A73 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW EA EA $50.00
PAVEMENT MESSAGE MARKING,
A74 THERMOPLASTIC,WORD,"ONLY" 3.00 EA 3.00 EA $100.00 $300.00 $300.00
A75 ISNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00
A76 SIGNAL SUPPORT FOUNDATION,36 1N 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 LFT $0.15
A81 CONTROLLER AND CABINET,MASTER,MENU
DRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8,560.15
A82 TRAFFIC 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 RED,
AMBER,GREEN,AMBERARROW,GREENARROW EA 0.76 EA $925.00 $700.23
A94 ISPAN,CATENARY,AND TETHER EA EA $1,700.00
ABS DISCONNECT HANGER EA EA $275.00
A86 SIGNAL CABLE,SC 14 GA LFT LFT $1.50
A87 SIGNAL CABLE,7C/14 GA LFT LFT $1.65
A88 SIGNAL CABLE,3C/8 GA LFT LFT $2.SO
A89 SIGNAL CABLE,2C/16 GA,SHIELDED LFT LFT $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,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 $SOO.00
TOTAL ALTERNATE BID A $36,847.05 $801,431.56
ALTERNATE BID B ITEMS
B1 CONSTRUCTION ENGINEERING LS 1.00 LS $4,400.00 $4,400.00
B2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $12,643.00 $12,643.00
B3 CLEARING RIGHT OF WAY LS 1.00 LS $5,000.00 $5,000.00
B4 EXCAVATION,COMMON CYS 1711.00 CYS $13.00 $22,243.00
BS TEMPORARY SILT FENCE LFT 136.00 LFT $1.25 $170.00
6of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 1011/15 through 10/31/15
Item-' -Description .'Quantity.this ,Total Quantity Unit Total Pay :
7of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 1011115 through 10/31/15
Rem Description' Quantity this Total QuantityUnit Totai Pay Total Pay
tJo. Estimate to Date Price this Estimate. to Date,
0038 Pittman Sanitary lateral LS LS
0039 Mediand Wall Extension 1.00 LS 1.00 LS $8,276.75 $8,276.75 $8,276.75
C040.RCP End Sections,12" EA EA
C041 Added Millin Mob LS LS $I,S00.00
C042 Reserve Wall Landscaping LS LS
C043 Added Engineering for Local Changes LS LS $4,372.00
$31,288.29 $572,723.57
TOTAL BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS $129.617.84 $6,483,752.71
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $129,617.84
TOTAL PAY TO DATE $6,483,752.71
DEDUCT 10% RETAINAGE $648,375.27
DEDUCT PREVIOUS NET PAY ESTIMATES $5,718,721.38
NET PAY ESTIMATE NO. 19 $116,656.06
CrossRoad Engineers, PC �� • (p -l
inspecting Firm By Date
E&B Paving, Inc. Z74
am-��"—"- l{'4"t
Contractor y Date
Prescribed by State Board of Accounts City Form No.201(Rev.1995)
ACCOUNTS PAYABLE VOUCHER
CITY OF CARMEL
An invoice or bill to be properly itemized must show: kind of service, where performed, dates service rendered, by whom,
rates per day, number of hours, rate per hour, number of units, price per unit, etc.
Payee
E&B Paving Purchase Order No.
17042 Middletown Ave Terms
Noblesville, IN 46060 Date Due
Invoice Invoice Description
Date Number (or note attached invoice(s)or bill(s) Amount
11/6/2015 19 Project 10-10; Illinois Street $ 116,656.06
Total $ 116,656.06
1 hereby certify that the attached invoice(s), or bill(s), is (are)true and correct and I have audited same in accordance
with IC 5-11-10-1.6.
20
Clerk-Treasurer
VOUCHER NO WARRANT NO.
E&B Paving ALLOWED 20
17042 Middletown Ave IN SUM OF $
Noblesville, IN 46060
$ 116,656.06
ON ACCOUNT OF APPROPRIATION FOR
Board Members
PO#or INVOICE NO. ACCT#/TITLE AMOUNT
DEPT# I hereby certify that the attached invoice(s), or
25297 19 212-R4462865 $ 116,656.06 bill(s) is (are)true and correct and that the
materials or services itemized thereon for
which charge is made were ordered and
received except
11/16/2015
Signature
City Engineer
Cost Distribution ledger classification if Title
claim paid motor vehicle highway fund