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CONSTRUCTION PROJECT INVOICE
DATE: March 15, 2017
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.: 22
Construction pay items as per Progress Pay Estimates No. 22 as shown on the
attached invoice for work completed between the dates of June 1, 2016 to March 10,
2017
TOTAL PAY THIS ESTIMATE: $213,193.62
RELEASE OF RETAINAGE: (+1 $ 67,766.96
TOTAL NOW DUE: $280,960.68
Submitted by CrossRoad Engineers, PCelA.a►'+►�. b4tww� -1-a
Lance A Stahle M. � ,o
y
M.�=Lance A 5tahley,o=CrossBoad Engineers,ou-PE/S, y.
ema8dst om,c=u5
Date.2017.03.15 09:18.39-01•'00'
Project Representative - signed name Date
tf>�AtOZ-r% j./IENTLance StahleProject Representative- printed name . �q
1
II
iI
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2128117
r
Item Deacriptbn ; Quantity this.._ Yotml 4uan fty_ Urd Totml Pay "Cotml
No r y Estlmata r fiDate{ Price this Eatimab tapes,
1 CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $75,000.00 ;0.00 $75,000.00
2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS $273,570.00 $0.00 $273,570.00
3 ICLEARING RIGHT OF WAY 0.00 LS 1.00 LS $75,000.00 $0.00 $75,000.00
4 PAVEMENT REMOVAL 0.00 SYS 43.98 SYS $10.00 $0.00 $439.80
S PAVED SIDE DITCH REMOVE 0.00 LFT 96.00 LFT $8.00 $0.00 $768.00
6 CURB,CONCRETE,REMOVE 0.00 LFT 0.00 LFT $5.00 $0.00 $0.00
7 CURB AND GUTTER,REMOVE 0.00 LFT 7241.00 LFT $4.50 $0.00 $32,584.50
8 INLET REMOVE 0.00 EA 16.00 EA $415.00 $0.00 $6,640.00
9 GUARDRAIL END TREATMENT,REMOVE 0.00 EA 0.00 EA $250.00 $0.00 $0.00
10 MAILBOX ASSEMBLT,REMOVE 0.00 EA 0.00 EA $300.00 $0.00 $0.00
11 LIGHT STANDARD AND FOUNDATION REMOVE 0.00 EA 13.00 EA $300.00 $0.00 $3,900.00
12 PIPE,REMOVE 0.00 LFT 1396.60 LFT $16.50 $0.00 $23,043.90
13 EXCAVATION,COMMON 0.00 CYS 44722.30 CYS $7.15 $0.00 $319,764.45
14 BORROW 0.00 CYS 5504.00 CYS $1.00 $0.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL
CURB INLET PROTECTION 0.00 EA 40.00 EA $85.00 $0.00 $3,400.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP 0.00 TON 308.01 TON $26.50 $0.00 $8,162.27
17 TEMPORARY DITCH INLET PROTECTION 0.00 EA 1.00 EA $85.00 $0.00 $85.00
18 TEMPORARY MULCHING 0.00 TON 20.64 TON $700.00 $0.00 $14,448.00
19 TEMPORARY SEDIMENT TRAP 0.00 TON 60.28 TON $26.50 $0.00 $1597.42
20 TEMPORARY SILT FENCE 0.00 LFT 6383.90 LFT $1.25 $0.00 $7,979.88
21 NO 2 STONE 0.00 TON 707.84 TON $17.25 $0.00 $12,210.24
22 SUBGRADE TREATMENT,TYPE IA 0.00 SYS 26438.81 SYS $6.25 $0.00 $165,242.56
23 ISUBGRADE TREATMENT,TYPE IIIA 0.00 SYS 2466.33 SYS $6.10 $0.00 $15,044.61
24 STORMWATER QUALITY STRUCTURE 1.0 CFS 0.00 EA 2.00 EA $19100.00 $0.00 ;38 200.00
25 STORMWATER QUALITY STRUCTURE,1.6 CFS 0.00 EA 1.00 EA $25,150.00 $0.00 $2515000
26 STORMWATER QUALITY STRUCTURE 3.0 CFS 0.00 EA 1.00 EA $39,250.00 $0.001 $39,250.00
27 STRUCTURAL BACKFILL TYPE 1 0.00 CYS 4402.95 CYS $21.15 $0.00 $93,122.39
28 STRUCTURAL BACKFILL TYPE 2 0.00 CYS 4094.63 CYS $27.15 $0.00 $111,169.20
29 CHEMICAL MODIFICATION,SOILS 0.00 SYS 1906.10 SYS $5.45 $0.00 $10,388.25
30 COMPACTED AGGREGATE,NO.S3,BASE 0.00 TON 1835.98 TON $20.00 $0.00 $36,719.60
P35
COARSE AGGREGATE NO 8 0.00 TON 0.00 TON $40.00 $0.00 $0.00
COMPACTED AGGREGATE,N0.53 0.00 TON 93.19 TON $30.00 $0.00 $2,795.70
MILLING ASPHALT,11/2 IN 0.00 SYS 153.34 SYS $12.50 $0.00 $1,916.75
IMP 0.00 0.00 ;0.00 $0.00
HMA,INTERMEDIATE,TYPE C OG,19.0 MM 0.00 TON 800.81 TON 449.00 $0.00 539 239.69HMA SURFACE,TYPE A 0.00 TON 338.16 TON $86.00 $0.00 ;29081.76 HMA SURFACE,TYPE C 0.00 TON 1646.05 TON $78.00 $0.00 $128 391.90
38 HMA INTERMEDIATE,TYPE A 0.00 TON 822.09 TON $59.00 $0.00 $48 503.31
39 HMA INTERMEDIATE,TYPE C 0.00 TON 3007.85 TON $53.00 $0.00 $159.416.06
40 HMA BASE,TYPE C 0.00 TON 8593.91 TON $52.00 ;0.00 $446 883.32
41 HMA FOR APPROACHES TYPE B 0.00 TON 698.39 TON $75.00 $0.00 $52,379.25
42 ASPHALT FOR TACK COAT 0.00 TON 9.14 TON $3.00 $0.00 $9.14
43 ICONCRETE PAVEMENT,TRUCK APRON 7" 0.00 SYS 788.59 SYS $47.52 $0.00 $37,473.86'
44 GUARDRAIL,REMOVE 0.00 LFT 0.00 LFT $5.00 $0.00 $0.00
45 GUARDRAI END TREATMENT,OS 0.00 EA 0.00 EA $3,000.00 ;0.00 $0.00
46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING 0.00 LFT 0.00 LFT $30.00 $0.00 $0.00
47 CURB CONCRETE.STRAIGHT 0.00 LFT 501.00 LFT 514.00 $0.00 $7,014.00
48 CURB RAMP,CONCRETE,C 0.00 SYS 176.40 SYS $117.00 $0.00 $20.638.80
49 CURB RAMP,CONCRETE,L 0.00 SYS 106.25 SYS $106.00 $0.00 $11,262.50
50 HANDRAIL PEDESTRIAN 0.00 LFT 328.00 LFT $145.00 $0.00 $47560.00
51 CURB AND GUTTER TYPE 11 0.00 LFT 7483.85 LFT $12.00 $0.00 $89 806.20
52 CURB AND GUTTER TYPE 111 0.00 LFT 5814.70 LFT $12.00 $0.00 $69 776.40
53 CURB,MODIFIED ROLL 0.00 LFT 670.00 LFT $16.00 $0.00 $10,720.00
54 PCCP FOR APPROACHES 91N. 0.00 S 345.44 S $45.00 $0.00 $15,544.80
55 MAILBOX ASSEMBLY,SINGLE 0.00 EA 1.001 EA 1 $200.00 1 $0.001 $200.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2/28/17
item Desaiptlon Quantity this Totai;Quentity Unit Total Pay Tp;al Pay
No.: :Estimate Data Price this Estimate to Date
56 GEOTEXTILES 0.00 SYS 3211.22 SYS $1.12 $0.00 $359657
57 RIPRAP,REVETMENT 0.00 TON 1284.03 TON $21.00 $0.00 $26!9U!63
58 ISCREENINGWALL 0.00 LS 1.09 LS 1 $142150.00 $0.00 $154,577.09
59 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING 6.00 EA 10.00 EA $200.00 $1200.00 &2-000.00
60 EROSION CONTROL BLANKET 5513.511 SYS 20016.00 SYS $1.17 $6,450.87 $23,418.72
61 SEED MIXTURE,T 0.00 LBS 0.00 LBS $1.35 $0.00 $0.00
62 MULCHING MATERIAL 0.00 TON 4.34 TON $400.00 $0.00 $1,736.00
63 WATER 0.00 al 0.00 K al E1.00 $0.00 $0.00
64 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00
65 SODDING,NURSERY 2017.18 SYS 3419.00 SYS $3.10 $6.253.26 $10.598.90
66 IRRIGATION,CONDUIT PVC,4IN. 0.00 LFT 976.50 LFT $11.40 $0.00 $11132.10
67 FIELD OFFICE,C 0.00 MOS 20.00 MOS $1,500.00 $0.00 $30.000.00
68 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3 FT 0.00 LFT 150.00 LFT $497.35 $0.00 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN 0.00 LFT 2255.20 LFT $33.25 $0.00 $74,985.40
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN 0.00 LFT 657.30 LFT $36.00 $0.00 $23,662.80
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN 0.00 LFT 1567.75 LFT $39.00 $0.00 $61,142.25
72 PIPE,REINFORCED CONCRETE,CIRCULAR.241N 0.00 LFT 423.50 LFT $51.00 $0.00 $21,598.50
73 PIPE REINFORCED CONCRETE,CIRCULAR,301N 0.00 LFT 74.00 LFT $76.00 $0.00 $5.624.00
74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN 0.00 LFT 196.80 LFT $87.00 $0.00 $17,121.60
7S PIPE,REINFORCED CONCRETE,CIRCULAR,54 IN 0.00 LFT 167.00 LFT $138.00 $0.00 $23,046.00
76 PIPE REINFORCED CONCRETE CIRCULAR,60 IN 0.00 LFT 14.00 LFT $191.00 $0.00 $2,674.00
77 VIDEO INSPECTION FOR PIPE 0.00 LFT 0.00 LFT $1.20 $0.00 $0.00
78 PIPE,TYPE 4 CIRCULAR 6 IN 1 0.00 LFT 5676.50 LFT $5.20 $0.00 $29,517.80
79 AGGREGATE FOR UNDERDRAINS 0.00 CYS 487.85 CYS $32.00 $0.00 $15,611.20
80 VIDEO INSPECTION FOR UNDERDRAINS 0.00 LFT 0.00 LFT $0.95 $0.00 $0.00
81 GEOTEXTILES FOR UNDERDRAIN 0.00 SYS 4119.31 SYS $1.00 $0.00 $4.119.31
82 INLET,CAP 0.00 EA 0.00 EA $460.00 $0.00 $0.00
83 INLET E7 0.00 EA 1.00 EA $1275.00 $0.00 $1,275.00
84 INLET,F7 0.00 EA 1.00 EA $1,300.00 $0.00 $1,300.00
85 INLET 10 0.00 EA 20.00 EA 51,600.00 $0.00 $32,000.00
86 INLET M10 0.00 EA 8.00 EA $1,600.00 $0.00 $12,800.00
87 CATCH BASIN,E7 0.00 EA 1.00 EA $1,500.00 $0.001 $1,500.00
BB CATCH BASIN,K10 0.00 EA 15.00 EA $1,700.00 $0.00 $25,500.00
89 PIPE CATCH BASIN,18 IN 0.00 EA 0.00 EA $1,300.00 $0.00 $0.00
90 MANHOLE,C4 0.00 EA 27.00 EA $1,800.00 $0.00 $48 600.00
91 MANHOLE,14 0.00 EA 1.00 EA $5,900.00 $0.00 $5,900.00
92 MANHOLE, 4 0.00 EA 7.00 EA $2,900.00 $0.00 $20,300.00
93 CATCH BASIN M10 0.00 EA 15.00 EA $1,900.00 $0.00 $28,500.00
94 STRUCTURE,REINFORCED CONCRETE THREE-
SIDED SECTIONS 240 IN X 72 IN 0.00 LFT 244.00 LFT $2,029.50 $0.00 $495,198.00
95 SANITARY STRUCTURES,ADJUST TO GRADE 0.00 EA 6.00 EA $920.00 $0.00 $5,520.
00
96 PUMP-AROUND 0.85 EA 2.85 EA $12,000.00 $10,200.00
97 ROAD CLOSURE SIGN ASSEMBLY 0.00 EA 25.00 EA $270.00 $0.00
98 DETOUR ROUTE MARKER ASSEMBLY 0.00 EA 30.00 EA $100.00 $0.00
99 CONSTRUCTION SIGN A 0.00 EA 25.00 EA $200.00 $0.00
100 MAINTAINING TRAFFIC 0.15 LS 1.00 LS $23,866.61 $3,579.99101 BARRICADE,ME 0.00 LFT 320.00 LFT $10.00 $0.00
102 DECORATIVE STREET SIGN ASSEMBLY 0.00 EA 10.00 EA $1,425.00 $0.001 $14,250.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2128117
Item Desaipdon Quantity this Total Quantity. Unit Total Pay Taal Pay,
No.. Estimate to Date Pdoe this Estimate ` W;( to t it
7 , :.
SIGN POST,SQUARE,TYPE 1,REINFORCED
103 ANCHOR BASE 0.00 LFT 265.60 LFT $11.00 $0.00 S2 921.60
104 SIGN SHEET WITH LEGEND 0.080"THICKNESS 0.00 SFT 220.75 SFT 1 $14.00 $0.00 $3.090.50
105 SIGN,SHEET WITH LEGEND 0.100"THICKNESS 0.00 SFT 214.25 SFT $15.00 $0.00 $3,213.79'
106 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION 0.00 EA 21.00 EA $8,875.00 $0.00 $186 375.00
107 CABLE INTERDUCT 0.00 LFT 3165.00 LFT $9.50 $0.00 $30 067.50
SOB LIGHTING POWER DISTRIBUTION PANEL 0.00 EA 2.00 EA $5,200.00 $0.00 $10 400.00
109 HANDHOLE,LIGHTING 0.00 EA 16.00 EA $600.00 $0.00 $9.600.00
110 CONDUIT,STEEL,GALVANIZED,21N 0.00 LFT 627.00 LFT 1 $10.50 $0.00 $6,583.5T
111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41 C 0.00 LFT 487.00 LFT $7.25 $0.00 $3,530.75
112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
41/C 0.00 LFT 1 3344.00 LFT $7.25 $0.00 $24,244.00
113 HANDHOLE 0.00 EA 11.00 EA $850.00 $0.00 $9,350.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" 0.00 LFT 99.00 LFT $5.00 $0.00 $495.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3
FT STRIPE-3 FT GAP 0.00 LFT 216.00 LFT $2.00 $0.00 $432.00
116 LINE,THERMOPLASTIC,BROKEN,WHITE,61N,3
FT STRIPE-3 FT GAP 0.00 LFT 126.00 LFT $1.00 $0.00 $126.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
ARROW 0.00 EA 22.00 EA $80.00 $0.00 $1760.00
118 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" 0.001 LFT 1238.00 LFT $6.00 $0.00 $7,428.00
119 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN 0.00 LFT 2432.00 LFT $0.60 $0.00 $1459.20
120 LINE THERMOPLASTIC SOLID WHITE 41N. 0.00 LFT 3602.60 LFT $0.50 $0.00 $1,801.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,41N 0.00 LFT 4546.00 LFT $0.60 $0.00 $2,727.60
122 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW 0.00 EA 29.00 EA $50.00 $0.00 $1,450.00
123 SNOWPLOWABLE RAISED PAVEMENT MARKER 0.00 EA 4.00 EA $200.00 $0.00 $800.00
124 GENERAL CONDITIONS 1.00 LS 1.00 LS $5,000.00 $5.000.00 $5,000.00
125 IMPORTED FILL 0.00 CYS 0.00 CYS $6.65 $0.00 $0.00
126 GRADING 0.00 CYS 9759.00 CYS $6.50 50.00 $63,433.50
127 ASPHALT SURFACE COURSE 0.00 TON 99.03 TON $87.63 $0.00 $8,678.00
128 ASPHALT INTERMEDIATE COURSE 0.00 TON 298.77 TON $69.60 $0.00 $20,794.39
129 #53 CRUSHED LIMESTONE 0.00 TON 465.72 TON $20.00 $0.00 $9 314.40
130 36"RCP STORMWATER PIPE 0.00 LFT 256.00 LFT $80.00 $0.00 $20,480.00
131 CONCRETE END SECTION 0.00 EA 6.00 EA $1,410.00 $0.00 $8 460.00
132 6 FOOT PRECAST WALL SYSTEM 0.001 LFT 1973.00 LFT $143.00 $0.00 $282:139. 0
133 18 FOOT PRECAST WALL SYSTEM 0.00 LFT 0.00 LFT $197.43 $0.00 $0.00
134 SEGMENTAL BLOCK WALL 41.84 FF 601.10 FF $35.00 $1,464.40 $21,038.50
135 IRRIGATION SYSTEM 0.57 LS 1.02 LSR$731,
0.00 $55,575.00 $9945000
136 OVERSIZED COBBLESTONE 57.01 CYS 70.00 CYS $ 0.00 $5,701.00 $7,000.00
137 LARGE MERAMEC STONE 72.71 CYS 101.23 CYS $ 0.00 $5,543.90 $9,110.70
138 STONE BARK 36.31 CYS 59.09 CYS0.00 $4,720.30 $7681.70
139 RIP RAP 0.00 CYS 80.33 CYS1.00 $0.00 $4 900.13
r143
MESIC PRAIRIE MIX 0.00 AC 0.00 AC0.00 $0.00 $0.00
LOW STATURE PRAIRE MIX 1.55 AC 2.55 AC5.00 $4,890.25 $8,045.25
YARROW SEED 0.11 AC 1.00 AC $1,960.00 $215.60 $1,960.00
CREEPING RED FESCUE 8585.00 SFT 13435.00 SFT $0.10 $858.50 $1 343.50
TURFSEED 15959.70 SFT 383261.00 SFT $0.10 $1595.97 $38326.10
GINKGO MALE 3.00 EA 23.00 EA $400.00 51 200.00 S9 200.00
SWAMP WHITE OAK 0.00 EA 12.00 EA $360.00 $0.00 $4 320.00
RED OAK 0.00 EA 1 31.00 EA $330.00 $0.00 110 230.00
146 1 DOWNY SERVICEBERRY 4.001 EA 51.00 EA $160.00 $640.00 $8160.00
149 IKOUSA DOGWOOD 0.001 EA 1 47.001 EA 1 $190.00 $0.00 $8,930.00j
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2/28/17
Item Descriptlon Quantity this Total QuanUty Unit Total Pay Totalpaa(;
No. Estimate to Date Prioe this Estimate'
150 EASTERN REDBUD 0.00 EA 50.00 EA $165.00 $0.00 $8,250.00
151 KWANZAN CHERRY 16.00 EA 93.00 EA $165.00 $2,640.00 $15,345.00
152 IWHITE PINE 0.00 EA 0.00 EA $185.00 $0.00 $0.00
153 BLACKCHOKEBERRY 3.00 EA 39.00 EA $45.00 $135.00 $1755.00
154 KARL FOERSTER REED GRASS 316.00 EA 703.00 EA $23.00 $7,268.00 $16:169!00
155 ARTIC FIRE DOGWOOD 15.00 EA 103.00 EA $37.00 $555.00 $3,811.00
156 GREY OWL UNIPER 33.00 EA 308.00 EA $37.00 $1,221.00 $11,396.00
157 HAMELIN DWARF FOUNTAIN GRASS 197.00 EA 364.00 EA $15.00 $2,965.00 $5,460.00
158 ININEBARK 5.00 EA 47.00 EA $40.00 $200.00 $1880.00
159 DAPPLED WILLOW 16.00 EA 37.00 EA $40.00 $640.00 $1 480.00
160 DWARF DELPHINIUM 650.00 EA 2407.00 EA $4.20 $2730.00 $10109.40
161 KIM'S KNEE HIGH CONEFLOWER 460.00 EA 946.00 EA $14.00 $6,440.00 $13,244.00
162 IOLYENE NICHOLE DAYLILY 231.00 EA 625.00 EA $13.60 $3141.60 $8,500.00
163 EVERGREEN CANDYTUFT 3492.00 EA 5179.00 EA $4.20 $14.666.40 1 $21,761.80
164 BLACK EYED SUSAN 136.00 EA 759.00 EA $14.00 $1,904. $10,626.00
165 TEMPORARY SILT FENCE 0.00 LFT 2366.00 LFT $1.25 $0.00 $2,957.50
166 EROSION CONTROL BLANKET 0.00 SFT 50254.73 SFT $0.20 $0.00 $10,050.95
167 INLET PROTECTION 0.00 EA 13.00 EA $150.00 $0.00 $1 950.00
168 PEDESTRIAN STOP SIGN 0.00 EA 1.00 EA $200.00 $0.00 $200.00
169 18 IN THERMOPLASTIC STOP BAR 0.00 LFT 4.00 LFT $6.00 $0.00 $24.00
170 IWEED BARRIER FABRIC 32705.75 SFT 47320.00 SFT $0.18 $5.887.04 $8.517.60
171 IDOUBLE SHREDDED HARDWOOD MULCH 157.33 CYS 324.57 CYS $60.00 $9-4-39-80- $19,474.20.
172 1 STEEL EDGING 5267.00 LFT 7152.00 LFT 1 $5.25 $27651.75 $37,548.00
173 JAUSTRIAN PINES(FINES NIGRA) 0.00 EA 0.001 EA 1 $230.00 $0.00 $0.00
TOTAL $203,553.62 $5,179,736.73
ALTERNATE BID A
Al CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $10 000.00 $0.00 $10,000.00
A2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS $44 400.00 $0.00 $44,400.00
A3 CLEARING RIGHT OF WAY 0.00 LS 1.00 LS $7 000.00 $0.00 $7,000.00
A4 CURB,CONCRETE,REMOVE 0.00 LFT 126.50 LFT $5.00 $0.00 $632.50
AS CURB AND GUTTER REMOVE 0.00 LFT 4064.00 LFT $4.50 $0.00 $18,288.00
A6 INLET,REMOVE 0.00 EA 0.00 EA $415.00 $0.00 $0.00
A7 LIGHT STANDARD AND FOUNDATION REMOVE 0.00 EA 9.00 EA $300.00 $0.00 $2,700.00
A7A LIGHT STANDARD,REMOVE 0.00 EA 8.00 EA $300.00 $0.00 $2,400.00
A8 PIPE,ABANDON AND GROUT FILL 0.00 LFT 0.00 LFT $11.00 $0.00 $0.00
A9 EXCAVATION,COMMON 0.00 CYS 5409.17 CYS $23.00 $0.00 $124,410.91
TEMPORARY EROSION&SEDIMENT CONTROL,
A30 CURB INLET PROTECTION 0.00 EA 13.00 EA $85.00 $0.00 $1,105.00
All TEMPORARY SILT FENCE 0.00 LFT 1104.00 LFT $1.25 50.00 $1.380.00
Al2 NO 2 STONE 0.00 TON 166.74 TON $17.25 $0.00 $2,876.27
A13 SUBGRADE TREATMENT,TYPE 1 0.00 SYS 0.00 SYS $6.24 50.00 $0.00
A14 SUBGRADE TREATMENT TYPE IIIA 0.00 SYS 169.00 SYS $12.00 $0.001 $2,028.00
A15 STRUCTURAL BACKFILL,TYPE 1 0.00 CYS 128.00 CYS $23.15 50.00 $2,963.20
A16 CHEMICAL MODIFICATION,SOILS 0.00 SYS 0.00 SYS $5.45 $0.00 $0.00
A17 COMPACTED AGGREGATE,NO.53,BASE 0.00 TON 369.69 TON $20.00 $0.00 $7,393.80
A18 COARSE AGGREGATE,NO 8 0.00 TON 0.00 TON $40.00 $0.00 $0.00
A19 MILLING ASPHALT 11/2 IN 0.00 SYS 11625.11 SYS $0.90 $0.00 $10462.60
A20 PROFILOGRAPH,HMA 0.00 LS 0.00 LS $1.00 $0.00 $0.00
A21 HMA INTERMEDIATE,TYPE C,OG 19.0 MM 0.00 TON 0.00 TON $52.00 $0.00 $0.00
A22 HMA SURFACE TYPE A 0.00 TON 78.17 TON $106.00 $0.00 $8,286.02
A23 HMA SURFACE,TYPE C 0.00 TON 1679.55 TON $65.00 50.00 $109,170.75
A24 HMA INTERMEDIATE,TYPE A 0.00 TON 184.97 TON $68.00 $0.00 $12.577.96
A25 HMA INTERMEDIATE,TYPE C 0.00 TON 1368.24 TON $52.00 $0.00 $71,148.48
226 HMA BASE,TYPE C 1 0.001 TON 2160.38 TON 1 $49.00 $0.001 $105,858.62
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2128117
Item. Description' Quentity this Total Quantity.' Unit Total Pay r Totr311-Patr !.'.
No. Estimate:. to Date Price this Estimate- ` to Dat4
A27 ASPHALT FOR TACK COAT 0.00 TON 4.39 TON $1.00 $0.00 $4.39
A28 CURB RAMP,CONCRETE,TYPE C 0.00 SYS 31.93 SYS $113.00 $0.00 $3,608.09
A29 ICURB RAMP CONCRETE,TYPE K 0.00 SYS 49.75 SYS $130.00 $0.00 $6,467.50
A30 CURB AND GUTTER,TYPE 11 0.00 LFT 3995.50 LFT $12.00 $0.00 $47,946.00
A31 CURB AND GUTTER,TYPE III 0.00 LFT 0.00 LFT $12.00 $0.00 $0.00
A32 PCCP FOR APPROACHES,91N. 0.00 SYS 36.00 SYS $52.00 $0.00 $1,872.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING 0.00 EA 0.00 EA $200.00 $0.00 $0.00
A34 ISEED MIXTURE,T 0.00 LBS 0.00 LBS $1.35 $0.00 $0.00
A35 MULCHING MATERIAL 0.00 TON 0.00 TON $400.00 $0.00 $0.00
A36 WATER 0.00 KRaI 0.00 K al $1.00 $0.00 $0.00
A37 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00
A38 SODDING NURSERY 0.00 SYS 0.00 SYS $3.11 $0.00 $0.00
A39 PIPE,REINFORCED CONCRETE CIRCULAR 12 IN 0.00 LFT 332.00 LFT $33.25 $0.00 $11,039.00
A40 PIPE,REINFORCED CONCRETE,CIRCULAR 181N 0.00 LFT 36.50 LFT $45.00 $0.00 $1.642.50
A41 PIPE REINFORCED CONCRETE CIRCULAR 21 IN 0.00 LFT 0.00 LFT $76.00 $0.00 $0.00
A42 PIPE,REINFORCED CONCRETE CIRCULAR 241N 0.00 LFT 0.00 LFT $60.00 $0.00 $0.00
A43 VIDEO INSPECTIO FOR PIPE 0.00 LFT 0.00 LFT $2.00 $0.00 $0.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN 0.00 LFT 28.00 LFT $5.20 $0.00 $145.60
A45 AGGREGATE FOR UNDERDRAINS 0.00 CYS 2.52 CYS $32.00 $0.00 $80.64
A46 GEOTEXTILES FOR UNDERDRAIN 0.00 SYS 0.00 SYS $0.95 $0.00 $0.00
A47 CASTING,ADJUST TO GRADE 0.00 EA 2.00 EA $665.00 $0.00 $1 330.00
A48 INLET,CAP 0.00 EA 0.00 EA $460.00 $0.00 $0.00
A49 INLET,110 0.00 EA 5.00 EA $1,600.00 $0.00 $8,000.00
ASO INLETMIO 0.00 EA 1.00 EA $1,600.00 $0.00 $1600.00
A51 MANHOLE,C4 0.00 EA 1.00 EA $1800.00 $0.00 $1!800!00
A52 MANHOLE,1.10 0.00 EA 4.00 EA $3,300.00 $0.001 $13,200.00.
A53 IROAD CLOSURE SIGN ASSEMBLY 0.00 EA 11.00 EA $270.00 $0.00 $2,970.00
A54 DETOUR ROUTE MARKER ASSEMBLY 0.00 EA 15.00 EA $65.00 $0.00 $975.00
A55 CONSTRUCTION SIGN,A 0.00 EA 6.00 EA $100.00 $0.00 $600.00
A56 MAINTAINING TRAFFIC 0.00 LS 1.53 LS $6,064.97 $0.00 $9.279.40
A57 BARRICADE,III-B 0.00 LFT 248.00 LFT $10.00 $0.00 $2,480.00
SIGN POST,SQUARE,TYPE 1,REINFORCED
A58 ANCHOR BASE 0.00 LFT 26.65 LFT $11.00 $0.00 $293.15
A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS 0.00 SF 18.75 SF $14.00 $0.00 $262.50
A60 SIGN,SHEET,WITH LEGEND 0.1001N THICKNESS 0.00 SF 0.00 SF $15.00 $0.00 $0.00
DECORATIVE STREET LIGHTING,WIRING AND
A61 INSTALLATION 0.00 EA 13.00 EA $8,300.00 $0.00 $107,900.00
A62 CABLE INTERDUCT 0.00 LFT 1582.00 LFT $9.50 $0.00 $15,029.00
A63 HANDHOLE,LIGHTING 0.00 EA 5.00 EA $600.00 $0.00 $3,000.00
A64 CONDUIT,STEEL,GALVANIZED,2 IN 0.00 LFT 80.00 LFT $10.50 $0.00 $840.00
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,
A65 41/3 0.00 LFT 1950.00 LFT $7.25 $0.00 $14137.50
A66 HANDHOLE 0.00 EA 3.00 EA $850.00 $0.00 $2,550.00
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
A67 CONDUIT 41 3 0.00 LFT 90.00 LFT $7.25 $0.00 $652.50
TRANSVERSE MARKING THERMOPLASTIC
A68 CROSSWALK,WHITE 24- 0.00 LFT 0.00 LFT $10.00 $0.00 $0.00
A69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 I 0.00 LFT 0.00 LFT $1.00 $0.00 $0.00
A70 LINE THERMOPLASTIC,SOLID WHITE,4IN. 0.00 LFT 0.00 LFT $1.00 $0.00 $0.00
A71 LINE THERMOPLASTIC,SOLID,YELLOW,4 I 0.00 LFT 0.00 LFT $1.00 $0.00 $0.00
TRANSVERSE MARKING THERMOPLASTIC STOP
A72 LINE,24' 0.00 LFT 160.50 LFT $10.00 $0.00 $1,605.00
PAVEMENT MESSAGE MARKING,
A73 THERMOPLASTIC,LANE INDICATION ARROW 0.00 EA 0.00 EA 1 $50.00 $0.00 $0.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2128117
Item Descriplion 'Quantity this Total.Quantity Unit Total Pay Total Pay
No V: `; Estimate to Date Prloe this:Esdmate, ,, to:,Date t
PAVEMENT MESSAGE MARKING,
A74 THERMOPLASTIC,WORD,-ONLY" 0.00 EA 3.00 EA $100.00 $0.00 $300.00
A75 SNOWPLOWABLE RAISED PAVEMENT MARKER 0.00 EA 0.00 EA $200.00 $0.00 $0.00
A76 SIGNAL SUPPORT FOUNDATION 36 IN X 144 IN 0.00 EA 0.00 EA $2,100.00 $0.00 $0.00
A77 SIGNAL STRAIN POLE,STEEL,30 FT 0.00 EA 0.00 EA $4,500.00 $0.00 $0.00
A78 HANDHOLE,SIGNAL 0.00 EA 0.00 EA $875.00 $0.00 $0.00
CONDUIT,STEEL,GALVANIZED,2 IN,
A79 UNDERGROUND 0.00 LFT 40.00 LFT $10.50 $0.00 $420.00
A80 SIGNAL CABLE,iC 14 GA 0.00 LFT 0.001 LFT $0.15 1 $0.00 $0.00
CONTROLLER AND CABINET,MASTER,MENU
A81 DRIVEN,8 PHASE 0.00 EA 0.99 EA $8,665.00 $0.00 $8,560.15
TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,
A82 AMBER,GREEN 0.00 EA 3.19 EA $620.00 $0.00 $1,977.80
TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,
A83 AMBER,GREEN MBERARROW,GREENARROW 0.00 EA 0.76 EA $925.00 $0.001 $700.23
A84 SPAN,CATENARY,AND TETHER 0.00 EA 0.00 EA $1,700.00 $0.00 $0.00
A85 DISCONNECT HANGER 0.00 EA 0.00 EA $275.00 $0.00 $0.00
A06 SIGNAL CABLE SC 14 GA 0.00 LFT 0.00 LFT $1.50 $0.00 $0.00
A87 SIGNAL CABLE,7C/14 GA 0.00 LFT 0.00 LFT $1.65 $0.00 $0.00
A88 SIGNAL CABLE,3C18 GA 0.00 LFT 0.00 LFT $2.50 $0.00 $0.00
A69 SIGNAL CABLE,2C/16 GA SHIELDED 0.00 LFT 0.00 LFT $0.75 $0.00 $0.00
A90 SIGNAL DETECTOR HOUSING 0.00 EA 0.00 EA $850.00 $0.00 $0.00
A91 SAW CUT FOR ROADWAY LOOP AND SEALANT 0.00 LFT 0.00 LFT $6.00 $0.00 $0.00
A92 CONTROLLER CABINET FOUNDATION,P1 0.00 EA 0.00 EA $1,025.00 $0.00 $0.00
A93 SIGNAL SERVICE 0.00 EA 0.00 EA $800.00 $0.00 $0.00
A94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL 0.00 EA 0.00 EA $250.00 $0.00 $0.00
EQUIPMENTMISCELLANEOUS O I
A95 SIGNALS 0.00 LS 0.00 LS $500.00 $0.00 $0.00
TOTAL ALTERNATE BID A 1 $0.001 $818,350.06
ALTERNATE BID B ITEMS
B1 CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $4,400.00 $0.00 $4 400.00
B2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS $12,643.00 $0.00 $12 643.00
63 CLEARING RIGHT OF WAY 0.00 LS 1.00 LS $5,000.00 $0.00 $5 000.00
64 EXCAVATION,COMMON 0.00 CYS 1711.00 CYS $33.00 $0.00 $22 243.00
BS TEMPORARY SILT FENCE 0.00 LFT 136.00 LFT $1.25 $0.00 $170.00
B6 SUBGRADE TREATMENT,TYPE IIIA 0.00 SYS 881.00 SYS $6.10 $0.00 $5 374.10
B7 STRUCTURAL BACKFILL,TYPE 2 0.00 CYS 543.67 CYS $27.15 $0.00 $14,760.64
88 STRUCTURAL BACKFILL,TYPE 3 0.00 CYS 237.75 CYS $21.15 $0.00 $5,028.41
B9 HMA SURFACE,TYPE B 0.00 TON 60.21 TON $110.00 $0.00 $6,623.10
B10 HMA INTERMEDIATE,TYPE B 0.00 TON 100.08 TON $45.00 $0.00 $4,503.60
B11 ASPHALT FOR TACK COAT 0.00 TON 0.00 TON $480.00 $0.00 $D.00
B12 GUARDRAIL END TREATMENT 1 0.00 EA 4.00 EA $1,200.00 $0.00 $4,800.00
B13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING 0.00 LFT 100.00 LFT $30.00 $0.00 $3 000.00
B14 HANDRAIL,PEDESTRIAN 0.00 LFT 90.00 LFT $145.00 $0.00 $13050.00
B15 PCCP FOR-APPROACHES,9 I 0.00 SYS 97.96 SYS $51.35 $0.00 $5,030.25
B16 MOBILIZATION AND DEMOBILIZATION FOR 000 EA 0.00 EA $0.00 $0.00
SEEDING $200.00
B17 EROSION CONTROL BLANKET 0.00 SYS 2906.06 SYS $1.17 $0.00 $3,400.09
B18 GEOTEXTILES 0.00 SYS 331.67 SYS $3.39 $0.00 $1124.36
B19 RIPRAP REVETMENT 0.00 TON 330.83 TON $35.00 $0.00 $11,579.05
B20 SEED MIXTURE T 0.00 LBS 0.00 LBS $1.35 $0.00 $0.00
B21 MULCHING MATERIAL 0.00 TON 0.00 TON $400.00 $0.00 $0.00
B22 WATER 0.00 kGAL 0.00 kGAL $1.00 $0.00 $0.00
B23 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00
B24 SODDING NURSERY 0.00 SYS 0.00 SYS 53.27 $0.00 $0.00
B25 PUMP-AROUND 0.00 EA 1.00 EA $4,000.00 $0.00 1 $4.000.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2/28117
Item t>eacription r Qtralrititar this; ` Totel puantlty'S. ' Unft igtal Pey `'* %TotW
No. Estimate,' to pate°°.' Price this Estimate' to,Datb . ,
B26 STR-REINFORCED CONCRETE 3-SIDED,288 IN X 0.00 LFT 55.55 LFT $0.00 $138,319.50
96 IN $2,490.00
TOTAL ALTERNATE BID B 1 $0.00 1 $265,049.10
CHANGE ORDERS ITEMS
C01 #10-10 IRRIGATION REPAIR 0.00 IS 1.00 LS $6,296.00 $0.00 $6,296.00
CO2 STREET DEPT IRRIGATION AT SPLITTERS 0.00 IS 1.00 LS $10105.20 $0.00 $10 105.20
CO3 18"RCP End Section 0.00 EA 1.00 EA $1,078.61 $0.00 $1 078.61
C04 24"RCP End Section 0.00 EA 1.00 EA $1,162.61 $0.00 $1162.61
COS 36"RCP End Section 0.00 EA 1.00 EA $1,610.61 $0.00 $1!610.61
C06 54"RCP End Section 0.00 EA 1.00 EA $2,562.61 $0.00 $2,662.61
C07 60"RCP End Section 0.00 EA 1.00 EA $3,346.61 $0.00 $3,346.61
COS STREET LIGHT FOUNDATIONS 0.00 EA 8.00 EA $1,289.50 $0.00 $10,316.00
C09 NORWAY SPRUCE 0.00 EA 43.00 EA $709.50 $0.00 $30 508.50
C010 6'Precast Wall column Stain Chane 0.00 LS 1.00 IS $12190.43 $0.00 $12190.43
CO11 Unforeseen UtilityAd ustments 0.00 LS 1.00 IS $3,398.00 $0.00 $3.398.00
C012 Unforeseen StructurePlan Adjustments 0.00 LS 1.00 LS $2,248.00 $0.00 $2,248.00
C013 lapanese Zelkova 2.5" 0.00 EA 0.00 EA $365.00 $0.00 $0.00
C014 Japanese Tree Lilac 1.5" 0.00 EA 0.00 EA $190.00 $0.00 $0.00
C015 Ruby Red Horsechestnut,IS" 0.00 EA 22.00 EA $230.00 $0.00 $5,060.00
C016 Norway Spruce,6' 0.00 EA 17.00 EA $215.00 $0.00 $3,655.00
C017 Plant Trees er Updated Details 321.00 EA 321.00 EA $30.00 $9,630.00 $9,630.00
C018 Private Irrigation Utility Repair 0.00 IS 1.00 IS $9,859.59 $0.00 $9,859.59
C019 Phase III Utility Work 0.00 IS 0.00 IS $7,376.7 $0.00 $0.00
CO20iGeogrid 0.00 SYSM1290.00
SYS $2.94 $0.00 417443.84
CO21 Freeze and 40-50 0.00 'CYS CYS $13.20 $0.00 $950.40
CO22 Freezeguard 20-29 0.00 CYS CYS $18.26 $0.00 $1,771.22
CO23 TPM Mobilization 0.00 IS IS $550.00 $0.00 $550.00
CO24 TPM,Paint,Broken White 4 I 0.00 LF LF $1.10 $0.00 $1 419.00
CO25 TPM,Paint Solid White 4IN 0.00 LF LF $1.10 $0.00 $939.40
CO26 TPM,Paint Solid Yellow 4IN 0.00 LF . LF $1.10 $0.00 $4,752.00
CO27 TPM Paint,Sto Line 241N 0.00 LF 67.00 LF $3.30 $0.00 $221.10
CO28 jTPM,Paint Arrow 0.00 EA 3.00 EA $66.00 $0.00 $198.00
CO29 Utility Conflict Construction Re-Engineering 0.00 IS 1.00 IS $4,768.04 $0.00 $4768.04
C030 9"Comv.#53 Stone 0.00 TON 5309.94 TON $18.02 $0.00 $95,685.12
C031 B Borrow 0.00 CYS 658.55 CYS $15.78 $0.00 $10,391.92
C032 Utility Delay Winter Paving EWA 0.00 LS 1.00 IS $25,849.13 $0.00 $25.849.13
C033 Replace Existing Lighting Fixtures 0.00 IS 1.00 IS $4,355.03 $0.00 $4,355.03
C034 8 Foot Precast Wall System 0.00 LS 0.99 IS $285,749.01 $0.00 $283,398.04
C035 lCrane Remobilization 0.00 IS 1.00 IS $8,886.49 $0.00 $8,886.49
C036 Modified Sign Post Square,type 1 reinforced anchor
base 0.00 LF 332.80 LF $15.34 $0.00 $5105.15
C037 Beaty 2014-2015 increases 0.00 IS 1.00 LS $12,738.76 $0.00 $12,738.76
C038 Pittman Sanitary lateral 0.00 LS 1.00 LS $60138.30 $0.001 $60138.30
C039 Medland Wall Extension 0.00 LS 1.00 LS $8,276.75 $0.00 $8,276.75
C040 RCP End Sections,12" 0.00 EA 3.00 EA $1,288.61 $0.00 $3.865.83
C041 Added Milling Mob 0.00 LS 1.00 LS $1500.00 $0.00 $1,500.00
C042 Reserve Wall Landscaping 0.00 LS 1.00 IS $24,028.08 $0.00 $24,028.08.
C043 Added Engineering for Local Chan es 0.00 LS 0.00 IS $4,372.00 $0.00 $0.00
C044 Line Remove 0.00 LS 1.00 IS $633.05 $0.00 $633.05
C045 Re de for Sod 0.00 IS 1.00 LS $2,666.00 $0.00 $2.666.00
C046 Sanitary Manhole Ince-or Coatln 0.00 LS 1.00 LS $2838.00 $0.00 $283800
C047 Unforeseen Structure Reconstruct 0.00 IS 1.00 IS $2,713.00 $0.00 $2!713!00
C048 Added Stump Removal 0.00 LS 1.00 LS $3,360.80 $0.00 $3,360.80
C049 Ud ity De ay Dewatering 0.00 LS 1.00 LS $24,283.55 $0.00 $24,283.55
$9,630.00 726,753.77
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 22
For work done during the period of: through 2/28117
41"wik 0 To19e�1Auptn�ty yUnuit 7oCta�bpa��r Total }={
- j.
TOTAL BASE,ALTERNATE A.ALTERNATE B AND ANY ADDITIONAL ITEMS 1 $213,193.62 1 $6.989,889.
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $213,193.62
TOTAL PAY TO DATE $6,989,889.66
DEDUCT 0%RETAINAGE $0.00
DEDUCT PREVIOUS NET PAY ESTIMATES $6,708,929.08
NET PAY ESTIMATE NO. 22 $280,960.58
Lance A Sta h ley—ilysigned A-hlLance
y,o-Cmky
IXt mdence A SGNey,o-CrosYbed Engineer,ou-iF/S,
CrossRoad Engineers, PC Omr.2017) .1506:53Oede11g1neMf[do C-V$
Date:2017D3.15 06:53:23-04W
Inspecting Firm By Date
E81B Paving, Inc. AV- L�i-c< 1 3-/g-/7
Contractor I BY Date