HomeMy WebLinkAbout304548 10/31/16 CITY OF CARMEL, INDIANA VENDOR: 00350320
} ONE CIVIC SQUARE E& B PAVING, INC CHECK AMOUNT: $.."295,344.60"
CARMEL, INDIANA 46032 17042 MIDDLETOWN AVE CHECK NUMBER: 304548
NOBLeSVILLE IN 46060 CHECK DATE: 10/31/16
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
212 R4462865 25297 21 229,497.78 ILLINOIS STREET
2200 R4462401 25297 21 65,846.82 ILLINOIS STREET
i
VOUCHER NO. WARRANT NO. Prescribed by State Board of Accounts - City Form No.201 (Rev.1995)
E& B PAVING INC ALLOWED 20 ACCOUNTS PAYABLE VOUCHER
12600 STATE ROAD 38 E IN SUM OF$ CITY OF CARMEL
An invoice or bill to be properly itemized must show:kind of service,where performed,dates service
NOBLESVI LLE, IN 46060 rendered,by whom,rates per day,number of hours,rate per hour,number of units,price per unit,etc.
$295,344.60 Payee
ON ACCOUNT OF APPROPRIATION FOR Purchase Order#
Engineering Terms
Date Due
PO# ACCT# DATE INVOICE# DESCRIPTION
DEPT# INVOICE# Fund# AMOUNT Board Members DEPT# FUND# (or note attached invoice(s)or bill(s)) AMOUNT
25297 21 44-628.65 $229,497.78 1 hereby certify that the attached invoice(s),or 6/28/16 21 Project 10-10;Illinois Street Extension $229,497.78
2200 Encumbered 212 2200 212
25297 21 44-624.01 $65,846.82 bill(s)is(are)true and correct and that the 6/28/16 21 Project 10-10;Illinois Street Extension $65,846.82
2200 Eucrrmbered 201 materials or services itemized thereon for 2200 1 201
212— R-4 4Lp 28(e S which charge is made were ordered and
Z2 00 - R L4-1 b Z`t01 received except
Tuesday, October 25,2016
I hereby certify that the attached invoice(s),or bill(s),is(are)true and correct and I have
audited same in accordance with IC 5-11-10-1.6
, 20—
Cost
20Cost distribution ledger classification if claim paid motor vehicle highway fund. Clerk-Treasurer
VOUCHER-NO. WARRANT NO. Prescribed by State Board of Accounts City Form No.201(Rev.1995)
E & B PAVING INC ALLOWED 20 ACCOUNTS PAYABLE VOUCHER
12600 STATE ROAD 38 E IN SUM OF$ CITY OF CARMEL
An invoice or bill to be properly itemized must show:kind of service,where performed,dates service
NOBLESVI LLE, IN 46060 rendered,by whom,rates per day,number of hours,rate per hour,number of units,price per unit,etc.
$467,398.70 Payee
ON ACCOUNT OF APPROPRIATION FOR Purchase Order#
Engineering
Terms
Date Due
PO# ACCT# DATE INVOICE# DESCRIPTION
DEPT# INVOICE# Fund# AMOUNT Board Members DEPT# FUND# (or note attached invoice(s)or bill(s)) AMOUNT
21 44-628.65 $467,398.70 1 hereby certify that the attached invoice(s),or 6/28/16 21 Project 10-10;Illinois Street Extension $467,398.70
2200 212 2200 212
bill(s)is(are)true and correct and that the
212 — l2_44U2B(o5
materials or services itemized thereon for
which charge is made were ordered and
received except
Tuesday, October 25,2016
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
120—
Cost
20Cost distribution ledger classification if claim paid motor vehicle highway fund. Clerk-Treasurer
CONSTRUCTION PROJECT INVOICE
DATE: June 28, 2016
COMPANY NAME: E&B Paving, Inc.lGradex, Inc. JV P.0 . 252-9
AND ADDRESS 17042 Middletown Avenue
Noblesville, Indiana 46060 22 q 49-4
2200 —P-L4L4624o1 R toy"a4to. BZ
12900
-z-
12900 N. Meridian Street, Ste. 120 r 212 - C OLSin
Cannel, Indiana 46032
-PUN telly toy A L4 U"+) 19 Z_
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.: 21
Construction pay items as per Progress Pay Estimates No. 21 as shown on the
attached invoice for work completed between the dates of December 1, 2015 to May
31, 2016
TOTAL PAY THIS ESTIMATE: $169,822.95
MINUS 10% RETAINAGE: $ 16,982.29
TOTAL NOW DUE: $152,840.66
RELEASE OF RETAINAGE: $677,669.60
MINUS 1% RETAINAGE: $ 67,766.96
TOTAL NOW DUE: $762,743.30
Submitted by CrossRoad Engineers, PC
7
Proj9ct R&presentativb-Aigned name W to
Lance Stahley
Project Representative - printed name
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
Item Description ', Quantity this , Total'Quantity o Unit Total:Pay Total Pay ,
No, Estimate toDatesPrice thlsEstiimate _toDate
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 CLEARING 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 $0.001 $439.80
5 PAVED SIDE DITCH,REMOVE 0.00 LFT 96.00 LFT $8.00 $0.00 1 $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 $0.001 $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 $1,597.42
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 SUBGRADE 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 $19,100.00 0.001 $38,200.00
25 STORMWATER QUALITY STRUCTURE,1.6 CFS 0.00 EA 1.00 EA $25,150.00 $0.00 $25,150.00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS 0.00 EA 1.00 EA $39,250.00 $0.00 $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.53,BASE 0.00 TON 1835.98 TON $20.00 $0.00 $36,719.60
31 COARSE AGGREGATE,NO 8 0.00 TON 0.00 TON $40.00 $0.00 $0.00
32 COMPACTED AGGREGATE,NO.53, 0.00 TON 93.19 TON $30.00 $0.00 $2,795.70
33 MILLING,ASPHALT,11/2 IN 0.00 SYS 153.34 SYS $12.50 $0.00 $1,916.75
IMPAC 1 0.00 0.00 0 $0.00 $0.00
35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM 0.00 TON 800.81 TON $49.00 $0.00 $39,239.69
36 HMA SURFACE,TYPE 0.00 TON 338.16 TON $86.00 $0.00 $29,081.76
37 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 $159,416.05
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 $1.00 $0.00 $9.14
43 CONCRETE PAVEMENT,TRUCK APRON,T' 0.00 SYS 788.59 SYS $47.52 $0.00 $37,473.80
44 GUARDRAIL,REMOVE 0.00 LFT 0.00 LFT $5.00 $0.00 $0.00
45 GUARDRAIL,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 $14.00 $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 $47,560.00
51 CURB AND GUTTER,TYPE 11 0.00 LFT 7483.85 LFT $12.00 $0.00 $89,806.20
52 CURB AND GUTTER,TYPE III 270.00 LFT 5814.70 LFT $12.00 $3,240.00 $69,776.40
53 CURB,MODIFIED,ROLL 0.00 LFT 670.00 LFT $16.00 $0.00 $10,720.00
54 PCCP FOR APPROACHES,9 IN. 0.001 S 345.44 S $45.00 $0.00 $15,544.80
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
'Item Description:% Quantity this Total Quantity Unit Total'Pay Total Pay
N0.
�'°Estimate "to Date Price 'alis Estimate to Date'°
55 MAILBOX ASSEMBLY,SINGLE 0.00 EA 1.00 EA $200.00 $0.00 $200.00
56 GEOTEXTILES 0.00 SYS 3211.22 SYS $1.12 $0.00 $3,596.57
57 RIPRAP,REVETMENT 0.00 TON 1284.03 TON $21.00 $0.00 $26,964.63
58 SCREENING WALL 0.00 LS 1.09 LS $142,150.00 $0.00 $154,577.09
59 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING 0.00 EA 4.00 EA $200.00 $0.00 $800.00
60 EROSION CONTROL BLANKET 0.00 SYS 14502.44 SYS $1.17 $0.00 $16,967.85
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 K al 0.00 K al $1.00 $0.00 $0.00
64 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00
65 SODDING,NURSERY 0.00 SYS 1401.82 SYS $3.10 $0.00 $4,345.64
66 IRRIGATION,CONDUIT,PVC,4 IN. 0.00 LFT 976.50 LFT $11.40 $0.00 $11,132.10
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 1N 0.00 LFT 1567.75 LFT $39.00 $0.00 $61,142.25
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN 0.00 LFT 423.50 LFT $51.00 $0.00 $21,598.50
73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN 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
75 PIPE,REINFORCED CONCRETE,CIRCULAR,541N 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 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 1 $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 $1,275.00 $0.00 $1,275.00
84 INLET,F7 0.00 EA 1.00 EA $1,300.00 $0.00 $1,300.00
85 INLET,J10 0.00 EA 20.00 EA $1,600.00 $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 $0.00 $1,500.00
88 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,L4 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 721N 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 0.00 EA 2.00 EA $12,000.00 $0.00 $24,000.00
97 ROAD CLOSURE SIGN ASSEMBLY 0.00 EA 25.00 EA $270.00 $0.00 $6,750.00
98 DETOUR ROUTE MARKER ASSEMBLY 0.00 EA 30.00 EA 1 $100.00 $0.00 $3,000.00
99 CONSTRUCTION SIGN,A 0.00 EA 25.001 EA 1 $200.00 $0.00 $5,000.00
100 MAINTAINING TRAFFIC 0.00 LS 0.851 LS 1 $23,866.61 $0.00 $20,286.62
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
Item Description Quantity this 'Total Quantity ". Unit Total Pay Total Pay
leo.-
Estimate'; toDate Brice this Estimate to Date
101 BARRICADE,11113 0.00 LFT 320.00 LFT $10.00 $0.00 $3,200.00
102 DECORATIVE STREET SIGN ASSEMBLY 0.00 EA 10.00 EA $1,425.00 $0.00 $14,250.00
103 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE 0.00 LFT 265.60 LFT $11.00 $0.00 1 $2,921.60
104 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS 0.00 SFT 220.75 SFT $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 $3,213.75
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
108 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,2 IN 0.00 LFT 627.00 LFT $10.50 $0.00 $6,583.50
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 0.00JEA
3344.00 LFT $7.25 $0.00 $24,244.00
113 HANDHOLE 0.00 11.00 EA $850.00 $0.00 $9,350.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" 0.00 99.00 LFT $5.00 $0.00 $495.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3
FT STRIPE-3 FT GAP 0.00 216.00 LFT $2.00 $0.00 $432.00
116 LINE,THERMOPLASTIC,BROKEN,WHITE,6IN,3
FT STRIPE-3 FT GAP 0.00 LFT 126.00 LFT $1.00 1 $0.00 $126.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
ARROW 0.00 EA 22.00 EA $80.00 $0.00 $1,760.00
118 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" 0.00 LFT 1238.00 LFT $6.00 $0.00 $7,428.00
119 LINE,THERMOPLASTIC,BROKEN,WHITE,4 I 0.00 LFT 2432.00 LFT $0.60 $0.00 $1,459.20
120 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. 0.00 LFT 3602.601 LFT $0.50 $0.00 $1,801.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 I 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 0.00 LS 0.00 LS $5,000.00 $0.00 $0.00
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 $0.00 $63,433.50
127 ASPHALT SURFACE COURSE 0.00 TON 99.03 TON $87.63 $0.00 $8,678.00
12B 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 0.00 LFT 1973.00 LFT $143.00 $0.00 $282,139.00
133 8 FOOT PRECAST WALL SYSTEM 0.00 LFT 0.00 LFT $197.43 $0.00 $0.00
134 SEGMENTAL BLOCK WALL 0.00 FF 559.26 FF $35.00 $0.00 $19,574.10
135 IRRIGATION SYSTEM 0.00 LS 0.45 LS $97,500.00 $0.00 $43,875.00
136 OVERSIZED COBBLE STONE 0.00 CYS 12.99 CYS $100.00 $0.00 $1,299.00
137 LARGE MERAMEC STONE 0.00 CYS 28.52 CYS $90.00 $0.00 $2,566.80
138 STONE BARK 0.00 CYS 22.78 CYS $130.00 $0.00 $2,961.40
139 RIP RAP 0.00 CYS 80.33 CYS $61.00 $0.00 $4,900.13
140 MESIC PRAIRIE MIX 0.00 AC 0.00 AC $3,820.00 $0.00 $0.00
141 LOW STATURE PRAIRE MIX 0.00 AC 1.00 AC $3,155.00 $0.00 $3,155.00
142 YARROW SEED 0.00 AC 0.89 AC $1,960.00 $0.00 $1,744.40
143 CREEPING RED FESCUE 0.00 SFT 4850.00 SFT $0.10 $0.00 $485.00
144 TURF SEED 504.00 SFT 367301.30 SFT $0.10 $50.40 $36,730.13
145 GINKGO MAL 0.00 EA 20.00 EA $400.00 $0.00 $8,000.00
146 SWAMP WHITE OAK 0.001 EA 1 12.001 EA 1 $360.00 1 $0.00 1 $4,320.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
ffem Descnptlon Quantity this Total Quantity ', Unit Total Pay Total Pay .w
No „ Fs to Date- ' Pricy this Estimate, , to f?ate`v "
timafe
147 RED OAK 0.00 EA 31.00 EA $330.00 $0.00 $10,230.00
148 DOWNY SERVICEBERRY 0.00 EA 47.00 EA $160.00 $0.00 $7,520.00
149 KOUSA DOGWOOD 0.00 EA 1 47.00 EA $190.00 $0.00 1 $8,930.00
150 EASTERN REDBUD 0.00 EA 50.00 EA $165.00 $0.00 $8,250.00
151 KWANZAN CHERRY 0.00 EA 77.00 EA $165.00 $0.00 $12,705.00
152 WHITE PINE 0.00 EA 0.00 EA $185.00 $0.00 $0.00
153 BLACKCHOKEBERRY 0.00 EA 36.00 EA $45.00 $0.00 $1,620.00
154 KARL FOERSTER REED GRASS 0.00 EA 387.00 EA $23.00 $0.00 $8,901.00
155 ARTIC FIRE DOGWOOD 0.00 EA 88.00 EA $37.00 $0.00 $3,256.00
156 GREY OWL JUNIPER 107.00 EA 275.00 EA $37.00 $3,959.00 $10,175.00
157 HAMELIN DWARF FOUNTAIN GRASS 37.00 EA 167.00 EA $15.00 $555.00 1 $2,505.00
158 NINEBARK 0.00 EA 42.00 EA $40.00 $0.00 $1,680.00
159 DAPPLED WILLOW 0.00 EA 21.00 EA $40.00 $0.00 $840.00
160 DWARF DELPHINIUM 380.00 EA 1757.00 EA $4.20 $1,596.00 $7,379.40
161 KIM'S KNEE HIGH CONEFLOWER 175.00 EA 486.00 EA $14.00 $2,450.00 $6,804.00
162 JOLYENE NICHOLE DAYLILY 0.00 EA 394.00 EA $13.60 $0.00 $5,358.40
163 EVERGREEN CANDYTUFT 809.00 EA 1687.00 EA $4.20 $3,397.80 $7,085.40
164 BLACK EYED SUSAN 320.00 EA 623.00 EA $14.00 $4,480.00 $8,722.00
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 WEED BARRIER FABRIC 1123.00 SFT 14614.25 SFT $0.18 $202.14 $2,630.57
171 DOUBLE SHREDDED HARDWOOD MULCH 80.00 CYS 167.24 CYS $60.00 $4,800.00 1 $10,034.40
172 ISTEELEDGING 0.00 LFT 1885.001 LFT $5.25 $0.00 $9,896.25
173 JAUSTRIAN PINES(PINES NIGRA) 0.00 EA 0.00 EA $230.00 $0.00 $0.00
TOTAL $24,730.34 $4,976,173.11
ALTERNATE BID A
Al CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $10,000.00 $0.001 $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 1 $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
A10 TEMPORARY EROSION&SEDIMENT CONTROL,
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 $0.00 $1,380.00
Al2 NO 2 STONE 0.00 TONP3669.69
TON $17.25 $0.00 $2,876.27
A13 SUBGRADE TREATMENT,TYPE I 0.00 SYS SYS $6.24 $0.00 $0.00
A14 SUBGRADE TREATMENT,TYPE IIIA 0.00 SYS SYS $12.00 $0.00 $2,028.00
A15 STRUCTURAL BACKFILL,TYPE 1 0.00 CYS CYS $23.15 $0.00 $2,963.20
A16 CHEMICAL MODIFICATION,SOILS 0.00 SYS SYS $5.45 $0.00 $0.00
A17 COMPACTED AGGREGATE,NO.53,BASE 0.00 TON TON $20.00 $0.00 $7,393.80
A18 COARSE AGGREGATE,NO 8 0.00 TON 0.00 TON $40.00 $0.001 $0.00
A19 MILLING,ASPHALT,11/2 IN 0.00 SYS 11625.11 SYS $0.90 $0.00 $10,462.60
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 0.00 TON 78.17 TON $106.00 $0.00 $8,286.02
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 1211/15 through 5/31/16
Item, , Description.; Quantity this Total Quantity Unit Total Pay Total Pay
No; F�timate: -, toDate Price, this Estimate
Date
A23 HMA SURFACE,TYPE C 0.00 TON 1679.55 TON $65.00 $0.00 '$109,170.75-
A24 HMA INTERMEDIATE,TYPE 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
A26 HMA BASE,TYPEC 0.00 TON 2160.38 TON $49.00 $0.00 $105,858.62
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 CURB RAMP,CONCRETE,TYPE K 0.00 SYS 49.75 SYS $130.00 $0.00 $6,467.50
A30 CURB AND GUTTER,TYPE Il 1105.50 LFT 3995.50 LFT $12.00 $13,266.00 $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
A33 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING 0.00 EA 0.00 EA $200.00 $0.00 $0.00
A34 SEED 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 K al 0.00 K al $1.00 $0.00 1 $0.00
A37 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00
A38 SODDING,NURSERY 0.001 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 18 IN 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 24 IN 0.00 LFT 0.00 LFT $60.00 1 $0.00 $0.00
A43 VIDEO INSPECTIO FOR PIPE 0.00 LFT 0.001 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,ADUSTTOGRADE 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,J10 0.00 EA 5.00 EA $1,600.00 $0.00 $8,000.00
A50 INLET M10 0.00 EA 1.00 EA $1,600.00 $0.00 $1,600.00
A51 MANHOLE,C4 0.00 EA 1.00 EA $1,800.00 $0.00 $1,800.00
A52 MANHOLE,110 0.00 EA 4.00 EA $3,300.00 $0.00 $13,200.00
A53 ROAD 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 1 $0.00 $600.00
A56 MAINTAINING TRAFFIC 0.00 LS 1.53 LS $6,064.97 $0.00 $9,279.40
A57 BARRICADE,Ill-B 0.00 LFT 248.00 LFT $10.00 $0.00 $2,480.00
A58 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE 0.00 LFT 26.65 LFT $11.00 $0.00 1 $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
A61 DECORATIVE STREET LIGHTING,WIRING AND
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
A65 TRENCH,41 3 0.00 LFT 1950.00 LFT $7.25 $0.00 $14,137.50
A66 HANDHOLE 0.00 EA 3.00 EA $850.00 $0.00 $2,550.00
A67 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41 3 0.00 LFT 90.00 LFT $7.25 $0.00 $652.50
A68 TRANSVERSE MARKING THERMOPLASTIC
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 0.001 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 IN 0.00 LFT 0.001 LFT 1 $1.00 $0.00 $0.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
Item Description Quantity this Total Quantity Unit Total Pay Total Pay
No.; Estimate to late Price this,Estimate < 'to Date
A72 TRANSVERSE MARKING THERMOPLASTIC STOP
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 $50.00 $0.00 $0.00
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,361N X 144 IN 0.00 EA 0.00 EA $2,100.00 $0.00 $0.00
A77 ISIGNAL STRAIN POLE,STEEL,30 FT 0.00 EA 0.00 EA $4,500.00 1 $0.00 $0.00
A78 HANDHOLE,SIGNAL 0.00 EA 0.00 EA $875.00 $0.00 $0.00
A79 CONDUIT,STEEL,GALVANIZED,2 IN,
UNDERGROUND 0.00 LFT 40.00 LFT $10.50 $0.00 $420.00
ABO SIGNAL CABLE,1C 14 GA 0.00 LFT 0.001 LFT $0.15 $0.00 $0.00
A81 CONTROLLER AND CABINET,MASTER,MENU
DRIVEN,8 PHASE 0.00 EA 0.99 EA $8,665.00 $0.00 $8,560.15
A82 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,
AMBER,GREEN 0.00 EA 3.19 EA 1 $620.00 $0.00 $1,977.80
TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,
A83 AMBER,GREEN,AMBERARROW,GREENARROW 0.001 EA 0.76 EA $925.00 $0.00 $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
A86 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,3C/8 GA 0.00 LFT 0.00 LFT $2.50 $0.00 $0.00
A89 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 $0.001 $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
MISCELLANEOUS EQUIPMENT FOR TRAFFIC
A95 SIGNALS 0.00 LS 0.00 LS $500.00 $0.00 $0.00
TOTAL ALTERNATE BID A $13,266.00 $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
B3 CLEARING RIGHT OF WAY 0.00 LS 1.00 LS $5,000.00 $0.00 $5,000.00
B4 EXCAVATION,COMMON 0.00 CYS 1711.00 CYS $13.00 $0.00 $22,243.00
BS TEMPORARY SILT FENCE 0.00 LFT 136.00 LFT $1.25 $0.00 $170.00
136 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
B8 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 $0.00
B12 GUARDRAIL END TREATMENT,I 0.00 EA 4.00 EA $1,200.00 $0.00 $4,800.00
B13 GUARDRAIL,W-BEAM,6 FT 31N SPACING 0.00 LFT 100.00 LFT $30.00 $0.00 $3,000.00
B14 HANDRAIL,PEDESTRIAN 40.00 LFT 90.00 LFT $145.00 $5,800.00 $13,050.00
B15 PCCP FOR APPROACHES,9 IN 0.00 SYS 97.96 SYS $51.35 $0.00 $5,030.25
B16 MOBILIZATION AND DEMOBILIZATION FOR 0,00 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 $1,124.36
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
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 12/1/15 through 5/31/16
Item Description' Quantity this 'Total Quantity Unit Total Pay Total Pay ,
No. Estimate - to Date Price this Estimate to Date
B21 MULCHING MATERIAL 0.00 0--
B26
0.00 TON $400.00 $0.00 $0.00
B22 WATER 0.00 0.00 kGAL $1.00 $0.00 $0.00
B23 TOPSOIL 0.00 0.00 CYS $1.00 $0.00 $0.00
B24 SODDING,NURSERY 0.00 0.00 SYS $3.27 $0.00 $0.00
B25 PUMP-AROUND 0.00 1.00 EA $4,000.00 $0.00 $4,000.00
STR.,REINFORCED CONCRETE 3-SIDED,288 IN X 0.00 L 55.55 LFT $0.00 $138,319,50
96 IN $2,490.00
TOTAL ALTERNATE BID B $5,800.00 $265,049.10
CHANGE ORDERS ITEMS
C01 #10-10 IRRIGATION REPAIR 0.00 LS 1.00 LS $6,296.00 $0.00 $6,296.00
CO2 STREET DEPT IRRIGATION AT SPLITTERS 0.00 LS 1.00 LS $10,105.20 $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 $1,162.61
CO5 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 $2,562.61
C07 60"RCP End Section
0.00 EA 1.00 EA $3,346.61 $0.00 $3,346.61
C08 STREET LIGHT FOUNDATIONS 0.00 EA 8.00 EA $1,289.50 $0.00 1 $10,316.00
C09 NORWAY SPRUCE 0.00 EA 43.00 EA $709.50 $0.001 $30,508.50
C010 6'Precast Wall column Stain Chane 0.00 LS 1.00 LS $12,190.43 $0.00 1 $12,190.43
CO11 Unforeseen Utility Adjustments 0.00 LS 1.00 LS $3,398.00 $0.00 1 $3,398.00
C012 Unforeseen Structure Plan Adjustments 0.00 LS 1.00 LS $2,248.00 $0.00 $2,248.00
C013 Japanese Zelkova,2.5" 0.00 EA 0.00 EA $365.00 $0.00 $0.00
CO 14 Japanese Tree Lilac,1.5" 0.00 EA 0.00 EA $190.00 $0.00 $0.00
C015 Ruby Red Horsechestnut,1.5" 0.00 EA 22.00 EA $230.00 $0.00 $5,060.00
C016 NorwaV Spruce,6' 0.00 EA 17.00 EA $215.00 $0.001 $3,655.00
CO17 Plant Trees Per Updated Details 0.00 EA 0.00 EA $30.00 $0.00 1 $0.00
C018 Private Irrigation Utility Repair 0.00 LS 1.00 LS $9,859.59 $0.00 1 $9,859.59
C019 Phase III Utility Work 0.00 LS 0.00 LS $7,376.70 $0.00 $0.00
CO20 Geo id 0.00 SYS 5933.28 SYS $2.94 $0.00 $17,443.84
CO21 Freeze and 40-50 0.00 CYS 72.00 CYS $13.20 $0.00 $950.40
CO22 Freeze and 20-29 0.00 CYS 97.00 CYS 1 $18.26 $0.00 $1,771.22
CO23 TPM Mobilization 0.00 LS 1.00 LS $550.00 $0.00 $550.00
CO24 ITPM,Paint,Broken White 4 IN 0.00 LF 1290.00 LF $1.10 $0.00 $1,419.00
CO25 ITPM,Paint,Solid White 4 I 0.00 LF 854.00 LF $1.10 $0.00 $939.40
CO26 TPM,Paint,Solid Yellow 4 IN 0.00 LF 4320.00 LF $1.10 $0.00 $4,752.00
CO27 TPM,Paint,Stop Line 24 IN 0.00 LF 67.00 LF $3.30 $0.00 $221.10
CO28 TPM,Paint,Arrow 0.00 EA 3.00 EA $66.00 $0.00 $198.00
CO29 Utility Conflict Construction Re-Engineering 0.00 LS 1.00 LS $4,768.04 $0.00 $4,768.04
C030 9"Comp.#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 Utili Dela Winter PavingEWA 0.00 LS 1.00 LS $25,849.13 $0.00 $25,849.13
C033 Replace ExistingLighting Fixtures 0.00 LS 1.00 LS $4,355.03 $0.00 $4,355.03
C034 8 Foot Precast Wall System 0.00 LS 0.99 LS $285,749.01 $0.00 $283,398.04
C035 Crane Remobilization 0.00 LS 1.00 LS $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 $5,105.15
C037 Bea 2014-2015 increases 0.00 LS 1.00 LS $12,738.76 $0.00 $12,738.76
C 338 Pittman Sanitary lateral 1.00 LS 1.00 LS $60,138.30 $60,138.30 $60,138.30
C039 Medland Wall Extension 0.00 LS 1.00 LS $8,276.75 $0.00 $8,276.75
C040 RCP End Sections,12" 3.00 EA 3.00 EA $1,288.61 $3,865.83 $3,865.83
C041 Added Millin Mob 1.00 LS 1.00 LS $1,500.00 $1,500.00 $1,500.00
C042 Reserve Wall Landscaping 1.00 LS 1.00 LS $24,028.08 $24,028.08 $24,028.08
C043 Added En ineerin for Local Chan es 0.00 LS 0.00 LS $4,372.00 $0.00 $0.00
C044 Line Remove 1.00 LS 1.00 LS $633.05 $633.05 $633.05
C045 Re-grade for Sod 1.00 LS 1.00 LS $2,666.00 $2,666.00 $2,666.00
C046 Sanitary Manhole Interior Coatin 1.00 LS 1.00 LS $2,838.00 $2,838.00 $2,838.00
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO,10-10
PROGRESS PAY ESTIMATE NO. 21
For work done during the period of: 1211115 through 6131116
Item Description Quantity this Total quantity Unit Total Pay Total Pay
NO. Estimate to Date Price this Estimate to Date
C047 Unforeseen Structure Reconstruct 700T-1-S 1.001 Is $2,713.00 $2,713.00 $2,713.00
C048 Added Stump Removal 1.001 LS 1.001 Is $3.360.80 $3,360.80 53,360.80
I 1Utility Delay Dewatering 1.001 LS 1 1.001 LS $24,283.55 $24,283-55 $2428355
$126,026.61
TOTAL BASE,ALTERNATE A,ALTERNATE B AND ANY ADDITIONAL ITEMS $169.822.951 $6.776,696.04
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $169,822.95
TOTAL PAY TO DATE $6,776,696.04
DEDUCT 1% RETAINAGE $67,766.96
DEDUCT PREVIOUS NET PAY ESTIMATES $5,946,185.78
NET PAY ESTIMATE NO. 21 $762,743.30
CrossRoad Engineers, PC
Inspecting Firm By Da
E&B Paving, Inc. 13�, -16'
Contractor t By Date