HomeMy WebLinkAbout250649 10/21/15 �i,CggMF
a; CITY OF CARMEL, INDIANA VENDOR: 00350320
Q s'. ONE CIVIC SQUARE E & B PAVING, INC CHECK AMOUNT: $****73,356.16*
f. ? CARMEL, INDIANA 46032 17042 MIDDLETOWN AVE CHECK NUMBER: 250649
9*_,oN�o, NOBLESVILLE IN 46060 CHECK DATE: 10/21/15
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
212 R4462865 25297 18 73,356.16 ILLINOIS STREET
211 R4462865 26536 CORRECTION —49,171.74 ILLINOIS ST PAVING
212 R4462865 26536 CORRECTION 49,171.74 ILLINOIS ST PAVING
CONSTRUCTION PROJECT INVOICE
DATE: October 12, 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.: 18
Construction pay items as per Progress Pay Estimates No. 18 as shown on the
attached invoice for work completed between the dates of September 1, 2015 to
September 30, 2015
TOTAL PAY THIS ESTIMATE: $458,065.19
MINUS 10% RETAINAGE: (-) $ 45,806.52
TOTAL NOW DUE: $412,258.67
Submitted by CrossRoad Engineers, PC
Project Representative - signed 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. 18
For work done during the period of: 911/15 through 9130/15
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I CONSTRUCTION ENGINEERING 0.05 LS 1.00 LS $75,000.00 $3,750.00 $75,000.00
2 MOBILIZATION AND DEMOBILIZATION IS 1.00 LS S273,570.00 $273,570.00
3 ICLEARING RIGHT OF WAY LS 1.00 LS 575,000.00 $75,000.00 1
4 PAVEMENT REMOVAL SYS 43.98 SYS $10.00 $439.80
5 PAVED SIDE DITCH,REMOVE LFT 96.00 LFT $8.00 $768.00
6 CURB,CONCRETE,REMOVE LFT LFT $5.00 3980
$76'00
7 CURB AND GUTTER,REMOVE 1967.00 LFT 7241.00, LFT $4.50 g$q32,584.50
8 INLET,REMOVE 4.00 EA 16.001 EA $415.00 $1,660.00 $6,640.00
9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00
10 IMAILBOX ASSEMBLT,REMOVE EA _ EA $300.00
it LIGHT STANDARD AND FOUNDATION,REMOVE 5.00 EA 13.00 EA $300.00 $1,500.00 $3,900.00
12 PIPE,REMOVE 136.00 LFT 1396.60 LFT $16.S0 $2,244.00 $23,043.90
13 EXCAVAT I ON,COMMON 4170.00 CYS 44722.30 CYS 57.15 $29,815.50 $319,7654.45
14 BORROW CYS 5504.00, CYS 51.00 $5,504.00
isTEMPORARY EROSION&SEDIMENT CONTROL,
I CURB INLET PROTECTION EA 40.00 EA $85.00 $3,400.00
16 ITEMPORARY CHECK DAM,REVETMENT RIPRAP TON_ 308.01 TON S26.S0 $8,162.27
17 ITEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00
18 TEMPORARY MULCHING TON 20.64 TON $700.00 $14.44&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 $1221024
22 SUBGPADE TREATMENT,TYPE[A SYS 26438.81 SYS $6.25 $165.242.56
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23 SUBGRADE TREATMENT,TYPE 51A SYS 2466,33 SYS $6.10 $15,044.61
0
24 ISTORMWATER QUALITY STRUCTURE,1.0 CFS EA 2.bo EA $19,100.00 $38.200.00
25 STORM WATER 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 527.15 $111,169.20
29 CHEMICAL MODIFICATION,SOILS SYS 1906.101 SYS $S.45 $10,388.25
30 COMPACTED AGGREGATE,NO.53,BASE TON 1835.98 TON $20.00 $36,719.60
31 COARSE AGGREGATE,NO B TON TON $40.00
32 COMPACTED AGGREGATE,NO.53, TON 9319 TON $30.00 $2,795.70
33 MILLING,ASPHALT,1 1/2 IN SYS 153.34 SYS $12.50 $1,91675
I MPA
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 1030.99 TON 1646.05 TON $78.00 $80,417.22 $128,391.90
38 1HMA INTERMEDIATE,TYPE A 59.16 TON 822.09 TON SS9.00 $3,490.44 $48,503.31
39 HMA INTERMEDIATE,TYPE C 39.60 TON 3007.85 TON $53.00_ $2,098.80 $159,416.05
40 HMA BASE,TYPE C 63.62 TON 8593.911 TON $52.00 $3,308.24 $446,883.32
41 HMA FOR APPROACHES,TYPE 8 240.48 TON 604.25 TON $75.00- $18,036.00 $45,318.75
42 ASPHALT FOR TACK COAT 2.14 TON 9.14 TON 51.00 $2.14 $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 IGUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT LFT $30.00
47 ICURB,CONCRETE,STRAIGHT LFT 501.00 LFT $14.00 $7,014.00
48 ]CURB RAMP,CONCRETE,C 62.40 SYS 176.40 SYS $117.00 $7,300.80 $20,638.80
49 1 CURB RAMP,CONCRETE,L SYS 106.25 SYS $106.00 $11,262.50
SO JHANDRAIL,PEDESTRIAN LFT LFT $145.00
51 CURB AND GUTTER,TYPE 11 300.00 LFT 7483.85 LFT $12.00 $3,600.00 $89,806.20
52 CURB AND GUTTER,TYPE 111 158.00 LFT 5544.70 LFT $12.00 $1,896.00 $66,536.40
53 CURB,MODI Fl ED,ROLL LFT 670.001 LFT $16.00 $10,720.00
54 PCCP FOR APPROACHES.9 IN. 259.40 S 345.44 S $45.00 $11,673.00. $15,544.80
55 MAILBOX ASSEMBLY,SINGLE 1.00 EA 1.00 EA $200.00 $200.00 $200.00
56 GEOTEXTILES 58.89 SYS 3211.22 SYS $1.12 $65.96 $3,596.57
S7 RIPRAP,REVETMENT 76.30 TON 1284.03 TON $21.00 $1,602.30 $26,964.63
58 SCREENING WALL LS 1.09 Ls $142,150.00 $154.577.09
MOBILIZATION AND DEMOBILIZATION FOR
59 SEEDING EA4.00 EA $200.00 $800.00
60 EROSION CONTROL BLANKET 10000.371 SYS
1 14502.441 SYS 1 $1.17 $11 700.43 $16,967.85
61 SEED MIXTURE,T I LBS I I LBS J. $1.35
2 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 91111115 through 9/30/15
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62 MULCHING MATERIAL TON_ 4.34 TON $400.00 $1,736,00
63 WATER- Kpal.- Kgal $1.00
64 ITOPSOIL CYS CYS $1.00 1
65 ISODDING,NURSERY SYS 807.22-SYS $3.10 $2.502.38
66 1IRRIGATION,CONDUIT,PVC,4 IN. LFT 976.50 LFT $11.40 $11,132.10
67 IFIELD OFFICE,C 1.00 mos 18.00 MOS s1'500.00 $1,500.00 $27,000.00
68 1 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3 FT LFT 150.00 LIFT $497.35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN LIFT 2255.20 LIFT $33.25 $74,985.40
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 657.30 LIFT $36.00 $23,662.80
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN 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,301N LFT 74.001 LIFT $76.00 $5,624.00
74 IPIPE,REINFORCED CONCRETE,CIRCULAR,36 IN LFT 196.801 LIFT $87.00 $17.121.60
75 PIPE,REINFORCED CONCRETE,CIRCULAR,541N LFT 167.00 LFT $138.00 $23.046.00
76 PIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT 14.00 LIFT $191.00 $2,674.00_
77 VIDEO INSPECTION FOR PIPE LFT LIFT $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 5676.50 LIFT $5.20 $29,517.80
79 AGGREGATE FOR UNDERDRAINS CYS 487.85 CYS $32.00 $15,611.20
80 VIDEO INSPECTION FOR UNDERDRAINS LIFT LIFT $0.95
81 IGEOTEXTILES FOR UNDERDRAIN SYS 4119,311 SYS $1.00 $4,119.31
82 INLET,CAP EA EA $460.00
83 INLET,E7 EA 1.00 EA 51,275.00 $1,275.00
84 INLET,F7 EA 1.00 EA $1,300.00 $1,300.00
65 INLET,110 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 51,800.00 $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 ICATCH BASIN.M 10 EA 15.00 EA $1.900.00 $28.500.00
94 ISTRUCTURE,REINFORCED CONCRETE THREE-
SIDED SECTIONS,240 IN X 72 IN LIFT 244.00 LFT $2,029.50 $495,198.00
95 ISANITARY STRUCTURES,ADJUST TO GRADE EA 6.00 EA $920.00 $5,520.00
96 PUMP-AROUND EA 2.00 EA S12,000.00 $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 25.001 EA $200.00 $5,000.00
100 MAINTAINING TRAFFIC ILS 0.85 IS $23,866.61 $20,286.62
101 BARRICADE,IIIB LIFT 320.W LFT $10.00 $3,200.00
102 DECORATIVE STREET SIGN ASSEMBLY 4.00 EA 7.00 EA $1,425.00 $5 M7OO.00 $9.975.00.
103 SIGN POST,SQUARE,TYPE i,REINFORCED
ANCHOR BASE LFT. 221.60 LFT $11.00 $2,437.60
104 SIGN,SHEET,WITH LEGEND().090"71ilCKNESS 88.901 SFT 169.50 SFT $14.60 $1,244.60 $2,373.00
105 SIGN,SHEET,WITH LEGEND 0.100-THICKNESS 136.601 SFT 214.25, SIFT $15.00 $2,049.00 53.213.75
106DECORATIVE STREET LIGHTING,WIRING AND
.INSTALLATION EA 17-00 EA $8,875.00 $150,875.00
107 ICABLE INTERDUCT LFT 2793.00 LFT $9.50 $26.533.50
109 ILIGHTING POWER DISTRIBUTION PANEL 1.00 EA 2.00 EA $5,200.00 $5,200.00 $10,400.00
[109 1HANDHOLE,LIGHTING EA 15.00 EA $600.00 $9,000.00
110 CONDUIT,STEEL,GALVANIZED.2 IN LFT 487.00 LFT $10.50 $5.113.50
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41 C LFr 487.00 LFT $7.25 $3,530.75
112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
41 C 1244.00 LFT 2622.00 LFT $7.25 $9,019.00 $19,009.50
113 HANDHOLE EA 10.00 -EA I SEI50.00 $8.500,001
114 TRANSVERSE MARKING,THERMOPLASTIC,
*SHARKS TEETH' 62.00 LFT 99.00 LFT $5.00 $310.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 1
IFT STRIPE-3 FT GAP 132.00 LFT 216.00� LFT $2.00 $264.00
3 of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 9/11/15 through 9/30/15
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116 FT STRIPE-3 FT GAP 126.00 LFT 126.001 LFT $1.00 $126.00 $126.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
.ARROW 14.00 EA 18.001 EA $80.00 $1,120.00 $1,440.00
TRANSVERSE MARKING THERMOPLASTIC
119 CROSSWALK,WHITE 24" 510.00 LFT 810.00 LFT $6.00 $3,060.00 $4,860.00
119 LINE,THERMOPLASTIC,BROKEN,WHITE,41N 1010.00 LFT 7200.00 LFT $0.60 $606.00 $720.00
120 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN. 1661.00 LFT 3039.60-LFT $0=5:0 $830.50 $1,519.80
121 LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN 2398.00 LFT 3262.00 LFT $0.60 $1438.80 $1.95720'
122 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW 13.00 EA 20.00, EA $50.00 $650.00 $1,000.00
123 SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00
124 GENERAL CONDITIONS LS LS $5,000.00
I2S IMPORTED FILL CYS Cys $6.65
126 GRADING 1959.00 CYS 9759.001 CYS $6.50 $12,733.50 $63,433.50
127 1ASPHALT 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 8.00 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 ISEGMENTAL BLOCK WALL FF 323.26 FF $35.00 $11,314.10
135 1 IRRIGATION SYSTEM Ls 0.45 LS $97,500.00 $43.875.00
136 JOVERSIZED COBBLE STONE CYS 12.99 CYS $100.00 $1,299.00
137 ILARGE MERAMEC STONE CYS 28.52 CYS $90.00 $2,566.80
138 ISTONE 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 0.09 AC 1.00 AC S3.155,00 $283.95 $3,155.00
142 YARROW SEED AC 0.89 AC $1,960.00 $1,744.40
143 CREEPING RED FESCUE 4850.00 SFT 4850.00, SFT 50.10 $485.00 $485.00
144 TURF SEED 249292.00 SFT 366797.30 SFT $0.10 $24,929.20 $36.679.73
145 GINKGO(MALE) EA 17.00 EA 1400.00 $6,800.00
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 DOWNY SERVICEBERRY EA 47.00 EA $160.00 $7,520-00
149 KOUSA DOGWOOD EA 7.00 EA $190.00 $1.330.00
ISO EASTERN REDBUD EA 50.001 EA $165.00 $8.250.00
151 KWANZAN CHERRY EA 44.00 EA $165.00 $7,260.00
1S2 WHITE PINE EA EA $185.00
153 BLACK CHOKEBERRY EA 36.00 EA $45.00 $1.620.00
1S4 KARL FOERSTER REED GRASS EA 20200 EA $2100 $4.646.00
1SS ARTIC FIRE DOGWOOD EA 19.00 EA $37.00 $703.00
156 GREYOWLIUNIPER EA 95.00 EA $37.00 $3,515.00
157 HAMELIN DWARF FOUNTAIN GRASS EA 130.00 EA $15.00 $1,950.00
ISO 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
EA
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 S1.2S $2,957.50
FT
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 EA EA $200.00
169 18 IN THERMOPLASTIC STOP BAR LFT LFT $6.00
170 IWEED BARRIER FABRIC SFT 13491.25 SFT $0.18 $2.428.43
171 IDOUBLE SHREDDED HARDWOOD MULCH CYS 87.24 -CYS $60.00 $5,234.40
172 ISTEEL EDGING LFT 1536.10 LFT 5-5.25 $8,064.53
173 JAUSTRIAN PINES(PINES NIGRA)- EA EA $230.00
TOTAL $264,761.88 $4,796,115.98
4 o1`7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 911115 through 9/30/15
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Al 1CONSTRUCTION ENGINEERING 0.15 LS 1.00 Ls $10.000.00 $1,500.00 $10,000.00
A2 MOBILIZATION AND DEMOBILIZATION LS 1.00 IS $44,400.00 $44.400.00
A3 CLEARING RIGHT OF WAY IS 1.00 IS $7,000.00 $7.000.00
A4 CURB,CONCRETE,REMOVE 17.00 LFT 126.50 LFT $5.00 $85.00 $632.50
AS CURB AND GUTTER,REMOVE LFT 4064.00 LFT $4.50 $18.288.00
A6 INLET,REMOVE EA EA-- $415.00
A7
.LIGHT STANDARD AND FOUNDATION,REMOVE 4.00 EA 9.00 EA $300.00 $1,200.00 $2,700.00
A7A ILIGHT STANDARD,REMOVE EA 8-00 EA $300.00 $2.400.00
AS PIPE,ABANDON AND GROUT FILL LFT LFT $11.00
A9 EXCAVATION,COMMON CYS 5409.17 C $23.00 $124,410.91
AIO TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 13.00 EA $85.00 $1,105.00
All TEMPORARY SILT FENCE LFT 1104.001 LFT $1.25 $1.380.00
Al2 NO 2 STONE TON 166.741 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
AIS STRUCTURAL BACKFILL,TYPE 1 CYS 128.00 CYS $23.15 $2,963.20
A16 CHEMICAL MODIFICATION,SOILS SYS SYS $5.4
A17 COMPACTED AGGREGATE,NO.53,BASE TON 369.69 TON $20.00 $7,393.80
A18 COARSE AGGREGATE,NO 8 TON TON $40.00
A19 MILLING,ASPHALT,1 1/2 IN 11014.00 SYS 11625.11, SYS --s0.90 $9,912.60 $10,462.60
A20 1PROFILOGRAPH,HMA IS LS S1.00
A21 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON__ TON $52.00
A22 HMA SURFACE,TYPE A TON 75.17 TON $106.00 $7,968.02
A23 HMA SURFACE,TYPE C 1560.18 TON 1560A8 TON $65.00 $101,411.70 $101,411.70
A24 HMA I NTERMEDIATE.TYPE A TON 184.97 TON $68.00 $12,577.96
A25 HMA INTERMEDIATE,TYPE C TON 1368.24 TON $52.00 $71,148-48
A26 HMA BASE,TYPE C TON 2160.381 TON $49.00 $105,858.62
A27 ASPHALT FOR TACK COAT 4.39 TON 4.391 TON $1.00 $4.39 $4.39
AZB 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 GUT-TER,TYPE 11 19.001 LFT 2890.00 LFT SIZ.00 $228.00 $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
MOBILIZATION AND DEMOBILIZATION FOR
A33
I SEEDING EA EA $200.00
A34 SEED MIXTURE,T LBS LBS $1.35
A35 MULCHING MATERIAL TON TON $400.00
A36 WATER Kgal Kgal $1.00
A37 TOPSOIL CYS CYS $1.00
A38 SODDING,NURSERY SYS SYS 53.11
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 24 IN LFT LFT $60.00
A43 VIDEO INSPECTIO FOR PIPE LFT LFT $2.00
A44 PIPE,TYPE 4 CIRCULAR 61N LFT 28-00 LFT $5.20 $145.60
A4S AGGREGATE FOR UNDERDRAIiTS CYS 2.52 CYS 512.00 $80.64
A46 GEOTEXTILES FOR UNDERDRAIN SYS SYS $0.95
A47 CASTING,ADJUST TO GRADE 1.00 EA 2.00 EA $665.00 $665.00 $1,330.00
A48 I INLET,CAP EA EA $460.00
A49 JINLET,110 EA 5.00 EA $1,600.00 $8,000.00
A50 JINLET MIO EA 100 EA 51,600.00 $1,600.00
A51 MANHOLE,C4 EA 1.00 EA $1,800.00 $1.800.00
A52 MANHOLE,110 EA 4.00 EA $3,300.00 $13,200.00
A53 ROAD CLOSURE SIGN ASSEMBLY EA 11.00 -A $270.00 $2,970.00
A54 DETOUR ROUTE MARKER ASSEMBLY EA 15.001 EAE� 165 $975.00
SJ�0�00
ASS CONSTRUCTION SIGN,A EA 6.001 00 $600.00
A56 MAINTAINING TRAFFIC LS 1.531 LS 1 $6,064.97 $9,279.40
5 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 911115 through 9130116
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A57 BARRICADE,111-8 LFT 248.00 LFT $10.00 $2,480.00_
ASS SIGN POST SQUARE,TYPE 1,REINFORCED
JANCHOR BASE LFT 26.65 LFT 1 $11.00 $293.15
A19 ISIGN,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 1_ SF $15.00
A61 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION EA 9.75 EA $8.300.00
A62 CABLE INTERDUCT LFT 1582,00, LFT $9.50 $15,029.00
A63 HANDHOLE,LIGHTING EA EA $600.00
A64 ICONDUIT,STEEL,GALVANIZED,2 IN LFT 80.00 LFT $10.50 $840.00
A65 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
41/3 1950.00 LFT 1950.00 LFT $7.25 $14,137.50 $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 $7.2S
A68 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LFT LFT $10.00
A69 LINE,THER OPLASTIC,BROKEN,WHITE.4 IN LFT LFT $1.00
A70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT LFT $1.00
A71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 1 N LFT LFT $1.00
A72 TRANSVERSE MARKING THERMOPLASTIC STOP
LINE.24" 11.00 LFT 11.00, LFT 110.00 $110.00 $110.00.
A73 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW EA- EA 550.00
A74 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,WORD,"ONLY" EA EA $100.00
A7S SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA $200.00
A76 SIGNALSUPPORT FOUNDATION,361N X 1441N EA EA $2,100.00
A77 S[GNhLSTVkAItA F*T EA EA $4,500.00
A78 HANDHOLE,SIGNAL EA EA $875.00
A79CONDUIT,STEEL,GALVANIZED,2 IN,
.UNDERGROUND LFT 40.00 LFT $10.50 $420.00
ABO ISIGNAL CABLE,1C 14 GA LFT LFT $0.15
A81 CONTROLLER AND CABINET,MASTER,MENU
IDRIVEN,8 PHASE EA 0.99 EA $8,665.00 $8.560.15
A82 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,
IAMBER,GREEN EA 3.19 EA $620.00 $1,977.80
A83 TRAFFIC SIGNAL HEAD,5 FACE.12 IN RED,
AMBER,GREENAMBER ARROW.GREEN ARROW EA 0.76 EA $925.00 $700.23,
A84 SPAN,CATENARY,AND TETHER EA EA $1,700.00
ASS DISCONNECT HANGER EA EA $275.00
A86 SIGNAL CABLE,5C/14 GA LFT LFT $1.50
A87 SIGNAL CABLE.7C/14 GA LFT LFT $1.65
ASS SIGNAL CABLE,3C/S GA LFT LFT $2.50
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,PI EA EA $1.025.00
A93 SIGNAL SERVICE EA EA $800.00
A94
,LOOP DETECTOR DELAYAMPLIFIER,2 CHANNEL EA EA $250.00
IMISCE L.ANEOUS EQUIPME T FOR TRAFFIC
A9S SIGNALS LS LS $500.00
TOTAL ALTERNATE BID A $129,254.19
ALTERNATE BID B ITEMS
Bi CONSTRUCTION ENGINEERING 0.15 LS 1.00 Ls $4,400.00 $660.00 $4,400.00
B2 MOBILIZATION AND DEMOBILIZATION LS 1.00 Ls $12,643.00 $12,643.00
83 CLEARING RIGHT OF WAY Ls 1.00 LS $5,000.00 $5.000.00
84 EXCAVATION.COMMON LYS 1711.00 CYS $13.00 $22,243.00
85 TEMPORARY SILT FENCE LFT 136.00 LFT S1.25 $170.00
6 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 9/1/15 through 9/30/15
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EsUmatesr;..aa to Dat-e}.1:. & Price W.-T
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B6 SUBGRADE TREATMENT,TYPE IIIA SYS 881.00 Sys $6.10 $5,374.10
B7 STRUCTURAL BACKFILL TYPE 2 CYS 543.67 CYS $27.15 $14,760.64
BB STRUCTURAL BACKFILL,TYPE 3 CYS 237.75 CYS $21.15 $5.028.41
r89 HMA SURFACE,TYPE B TON 60.21 TON $110.00 $6,623.10
Blo HMA INTERMEDIATE,TYPE B TON 100.08 TON $45.00 $4,503.60
B11 ASPHALT FOR TACK COAT TON TON $490.00
B1 2 GUARDRAIL END TREATMENT.1 4.00 EA 4.00 EA $1,200.00 $4,800.00 '0
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B13 GUARDRA14 W-BEAM,6 FT 3 IN SPACING 100.00 LFT 100.00 LFT $30.00 $3,000.00 i3%6 3
B 81
14 HANDRAIL,PEDESTRIAN -LFT LFT $145.00
BJS
Bis PCCP FOR APPROACHES,9 IN SYS 97.96 SYS $51.35 $5.030.25
816 MOBILIZATION AND DEMOBILIZATION FOR EA EA
SEEDING 5200.00
817 EROSION CONTROL BLANKET 2906.06 -SYS- 2906.06 SYS $1.171 $3,400.09 $3,400.09
BIB - GEOTEXTILES SYS 331.67 SYS 53.39 $1.124.36
819 RIPRAP,REVETMENT 'TON 330.83 TON 535.00 S11,579.05
B20 SEED MIXTURE,T LBS --LBS $1.35
B21 MULCHING MATERIAL TON TON 5400.00
B22 WATER kGAL kGAL 51.00
B23 TOPSOIL CYS CYS $1.00
824 SODDING,NURSERY SYS SYS $3.27
825 PUMP-AROUND EA 1.00 EA $4,000.00 $4,000.00
B26 STFL,REINFORCED CONCRETE 3-SIDED.2881N X LFT 55.55 LFT $138.319.50
TOTAL ALTERNATE BID B 96 IN $2,490.00 $11,860.09-1 $251,999.10
ICHANGE ORDERS ITEMS
COI #10-10 IRRIGATION REPAIR IS 1.00 LS $6,296.00 $6,296.00
CO2 STREET DEPT IRRIGATION AT SPLITTERS IS 1.00 IS $10,105.20 $10,105.20
CO3 10"RCP End Section EA 1.00 EA $1,078.61 $1,078.61
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 $1,610.61
C06 54"RCP End Secdon EA 1.00 EA $2,562.61 $2.562.61
C07 160"RCP End Section EA 1.00, EA $3,346.61 $3,346.61
C08 STREET LIGHT FOUNDATIONS 4.00 EA 8.00 EA 51,289.50 $5,158.00 $10,316.00
C09 NORWAY SPRUCE EA EA $709.50
C010 6'Precast Wall column Stain Change LS 1.00 IS 512,190.43 $12,190.43
CO11 Unforeseen Utility Adiustments LS 1.00 LS $3,398.00 $3,398.00
CO 12 Unforeseen Structure Plan Adjustments LS 1.00 IS $2.248.00 $2,248.00
00 13 Japanese Zelkova.2.5' EA EA $365.00
C014 Japanese Tree Lilac,I.S' EA EA_ i19;-00
COIS Ruby Red Horsechestnut,I.S" EA 22.00 EA $230.00 $5,060.00
0016 Norway Spruce,6' EA 17.00 EA $21 .00 $3,655.00
C017 Plant Trees per Updated Details EA EA 112H.02
3 - 0
COIS Private Irrigation Utility Repair LS LS S9.859.S9
C019 Phase III Utility Work IS LS $7,376.70
0020 Geo rid SYS 5933.28 SYS MISS 521.09 44 $17.443.84
0021 I Freeze guard 40-50 CYS 72.00 CYS $13.20 $950.40
CO22 Freeze and 20-29 CYS 97.00 CYS $18.26 $1,771.22
CO23 TPM Mobilization IS 1.00 LS SSS0.00 $550.00
0024 TPM,PainL Broken White 41N LF 1290.00 LF $1.10 $1,419.00
CO2S TPM,Paint,Solid White 4 IN LF 854.00 LF $1.10 $939.40
CO26 TPM,Paint,Solid Yellow 41N LF 4320.00 LF $1.10 $4,752.00
0027 TPM.Paint,Stop Line 24 IN LF 67.00 LF $3.30 $221.10
CO28 TPM,Palnt,Arrow EA 3.00 EA $66.00 $198.00
0029,Utility Conflict Construction Re-En gi neering LS 1.00 LS $4,768.04 $4.768.04
0030 9"Comp.1353 Stone TON 5309.94 TON $18.02 $95,685.12
0031 8 Borrow CYS 658.55 CYS $15.78 $10,391.92
0032 UtiliDelay Winter Paving EWA 1.00 LS 1.00 LS $25,849.13 $25,849.13 $25,849.13
C033 Replace Existing Lighting Fixtures 1.00 IS 1.00 LS S4,3SS.03 $4,355.03 $4,355.03
C034 8 Foot Precast Wall System IS 0.99 LS $285.749.01 $283,398.04
C035 Crane Remobiltzation IS 1.00 LS S8,886.49 $8,886.49
C036Modified Sign Post Square,type 1 reinforced anchor
,base 266-50 LF 266.50 L $15 $4,088.11 $4.088.11
0037 I Beaty 2014-2015 increases 1.00 LS 1.00 LS SIZ,7ii--276 $12,738.76 $12.738.76
7 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: sill$ through 9130116
C036 Modified Sign Post Square,type 1 reinforced
anchor base 266.50 LF 266.50 LF $15.34 WWI $4,088.11
C037 Bea 2014.2015 increases 1.00 LS 1.00 is $12,738.76 $12,738.76 $12.738,76
C038 I Pittman Sanitary lateral LS LS
C039 Medland Wall Extension LS LS $8,276.75
C040 RCP End Sections,12' EA EA
C041 Added Milling Mob LS IS $1,500.00
CD42 Reserve Wall Lands ra in LS LS
C043 ngtneenng or nges LS LS ,377-00
52,189.03 1 W1,435.28
TOTAL BASE,ALTERNATE A.ALTERNATE B AND ANY ADDfTIONAL ITEMS 1 $458,065.19 1 $6,354,134.87
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $458,065.19
TOTAL PAY TO DATE $6,354,134.87
DEDUCT 10% RETAINAGE $635,413.49
DEDUCT PREVIOUS NET PAY ESTIMATES $5,306,462.71
NET PAY ESTIMATE NO. 18 $412,258.67
CrossRoad Engineers, PC
Inspecting Firm BY Date
E&B Paving, Inc. /L6-1~ �— /.V/b//S—
Contractor
SContractor By 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
10/12/2015 18 Project 10-10; Illinois Street $ 73,356.16
Total $ 73,356.16
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
$ 73,356.16
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 18 212-R4462865 $ 73,356.16 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
10/20/2015
Signature
City Engineer
Cost Distribution ledger classification if Title
claim paid motor vehicle highway fund