Reith-Riley Construction Co./Eng/Adl Serv #1/8,592,091.16/Spring Mill Road Reconstruction from 106th Street to Main Street[teith-Riley Construction Co,; 'Inc.
Engineering, - 20160
Appropriation #2016 COOT Bond; P.O. #34297 2 ''
Contract Not To Ecceecf $8,592,091. 16
✓ACS
ADDITIONAL SERVICES .AMENDMENT TO
AGREEMENT, FOR PURCHASE OF GOODS AND SERVICES
THIS AMENDMENT TO THE GOODS AND SERVICES AGREEMENT ('Agreement") entered into. by and
.between the City of Carmeland Reith -Riley Construction Co., Inc. (the "Vendor), as City Contract dated August 24,
201.6 shall amend the terms of the Agreement by adding the additional services. to be provided by Vendor consistent
with the Scope of Work attached hereto and incorporated herein as Exhibit "A". Furthermore, the terms of the
Agreement.shallbe amended Jo include. the Em -verify requirement as stated in Indiana Code§, 22-5-1.7 et seq., which
is attached •hereto and incorporated herein as Exhibit "B"; as well as the required E -verify Affidavit, attached hereto
and incorporated herein as Exhibit "C''; Also, pursuant to I.C. •§ 5-22-1.6;5, Vendor shall certify that in :signing this
document, it does not engage in investment activities within the Countryof Iran. The terms and conditions of the
Agreement shall not otherwise be.affected by this Additional Services Amendment and shall remain in full force.and
effect.
IN WITNESS WHEREOF, the parties hereto.have made And executed this Amendment as follows.
CITY OF CARMEL, INDIANA
by and through its Board of -Public
Works and Safety
BY
\ Cen3mnsP�o[$�i-58in7W S 'SF.nor�runng•:��151iciU�Ri1c� A5.t.daf? r �.lo'7��I PM]
REITH-RILEY CONSTRUCTION C.O., INC:.
Paul J. Tate.
Printed Name
Regional_VP Central Indiana.
Title
FID/TIN:.3s 0918397
Last Four of SSN if Sole Proprietor:
Dater September 1:2, 2016'
BID PROPOSAL SUMMARY PAGE
Complete the following -information and place as the cover page to
your bid packet. Insert all documents into an envelope with project
name and your company name clearly marked on the outside. Seal
the envelope.
Com an '
P ��
Rieth-Riley Construction Co., Inc.
Project Name:
Spring Mill Road Reconstruction
City of Carmel Project #16 -ENG -52
Date Submitted:
September 7,. 2016
Base Bid Amount:
$8,592,091 . .16
Alternate Bid A Amount:
N/A
-,'-XHIBIT —L
b -f i
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be f dly and accu ately filled in and completed and notarized.
Project: Spring A ill_Road Reconstruction: 106111 St to Main St
16 ENG -S2
Proposal For Construction of : Reconstruction: of Spring Mill Road between 11P, Street
and Main Street with a multi -use path extending to 106t1,
Street in the City of Carmel. Reconstruction shall include
a crew store: sewer system throughout the project limits.
New roadway shall be boulevard style with a center island,
new paths and sidewalks on both sides of the roadway, as
well as, a roundabout at the intersection of Spring Mill
Road and 11111' Street.
Date: September 6, 2016
To: City of Carmel, Indiana, Board of Public Works and Safety
ry_- NXH161T
Z f 9
PART
CONTRACT ITEMS AND UNIT PRICES
CARMEL PROJECT #16 -ENG -52
DESCRIPTION: Spring Mill Road Reconstruction
9172016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
16 -ENG -52 QUANTITIES
1
CONSTRUCTION ENGINEERING
LS
1
$ 160,203.01
$ 160,203.01
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$ 211,891.55
$ 211,891.55
3
CLEARING RIGHT OF WAY
LS
1
$ 295,223.93
$ 295,223.93
4
PAVEMENT REMOVAL
SYS
459
$ 14.60
$ 6,701.40
5
CENTER CURB, CONCRETE, REMOVE
SYS
34
$ 42.39
$ 1,441.26
6
CURB, CONCRETE, REMOVE
LFT
77
$ 7.82
$ 602.14
7
CURB AND GUTTER, REMOVE
LFT
2,914
$ 6.05
$ 17,629.70
8
PIPE ABANDON GROUT ANDFILL
EACH
5
$ 438.20
$ 2,191.00
9
SIDEWALK CONCRETE, REMOVE
SYS
223
$ 16.70
$ 3,724.10
10
INLET, REMOVE
EACH
4$
607.04
$ 2;428:16
11
FENCE; CHAIN. LINK,, REMOVE
LFT
492
$ 4.50
S 2,214.00
11a
GUARDRAIL, REMOVE
LFT
735
$ 6.60
$ 4,777.50
11b
BRIDGERAIUNG,REMOVE
LFT
248
$ 18.50
$ 4,588.00
12
MANHOLE, REMOVE
EACH
1
$ 898.30
$ 898.30
13
CURB TURNOUT, REMOVE
EACH
1
$ 84.36
$ .84.36
14
CONCRETE WALL, REMOVE
LFT
170
$ 49.07
$ 8;341.90
15
PIPE, REMOVE
LFT
832
$ 38.16
$ 31,749.12
16
FENCE, FARM FIELD; REMOVE
LFT
1,662
$ 2.75
$ 457.0.50
17
EXCAVATION, COMMON
CYS
24,762
$ 5.81
$ 143,867.22
18
BORROW
CYS
15;953
$ 0.01
$ 159.53
19
SEDIMENT, REMOVE
CYS
63
$ 38.62
$ 2,433.06
20
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
8
$ 57.15
$ 457.20
21
TEMPORARY INLET PROTECTION
EACH
154
$ 65.00
$ 10,010.00
22
TEMPORARY MULCH
TON
29
$ 450.00
$ 13;050.00
23
TEMPORARY SILT FENCE
LFT
12,404
$ 1.95.
$ 24,187.80
24
NO.2 STONE
TON
400
$ 25.25
$ 10,100.00
25
TEMPORARY GEOTEXTILE
SYS
940
$ 2.79
$ 2;622.60
26
TEMPORARY SEED MIXTURE
LBS
1,740
$ 0.25
$ 435.00
27
SUBGRADE TREATMENT. TYPE II
SYS
960
$ 22.67
$ 21,763:20
28
SUBGRADE TREATMENT, TYPE IB
SYS
53;215
$ 8.03
$ 320,886.45
29
STRUCTURE BACKFILL, TYPE I
CYS
13;538
$. 25.66
$ 347,385.08
30
DRYING SOILS FOR EMBANKMENT
TON
655
$ 125.00
$ 81,875.00
31
COMPACTED AGGREGATE NO. 53 BASE
TON:
3,662
$ 27.60
$ 84,511.20
32
WIDENING WITH -HMA, TYPE C
TON
11
$ 183.09
$ 2,013.99
33
MILLING, ASPHALT. 11/2 IN.
SYS
381
$ 12.00
$ 4,572.00
,-.AMBIT
3 of 7
CARMEL PROJECT #16 -ENG -62
DESCRIPTION: Spring Mill Road Reconstruction
9172016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
34
MILLING, ASPHALT
SYS
488
$ 12.00
$ 5,856.00
35
PRAM
Lw
.4
36
HMA SURFACE, TYPE C
TONS
3,206
$ 58.59
$ 187,839.54
37
HMA INTERMEDIATE, TYPE C
TONS
5,187
$ 51.5.6
$ 267,441.72
38
HMA BASE, TYPE C
TONS
74,518
$ 49.54
$ 719,221.72
39
HMA INTERMEDIATE, OG, TYPE C
TONS
6,567
$ 50.09
$ 328,941.03
40
HMA FOR TEMPORARY PAVEMENT, C (UNDISTRIBUTED)
TON
500
$ 103.00
$ 51,500.00
41
ASPHALT FOR TACK COAT
TON
29
$ 0.01
$ 0.29
42
1 PCCP:, 7 IN.
SYS
241
$ 63.87
$ 15,392.67
43
GUARDRAL, WOOD BEAM
LFT
725
$ 314.00
$ 227;650.00
43a
GUARDRAIL, BURIED END
LFT
8
$ 8,600.00
$ 68,800.00
44
HMA FOR SIDEWALK
TON
2,243
$ 79.93
$ 179,282.99
45
SIDEWALK, CONCRETE
SYS
.39.1
$ 43.80
$ 17,125.80
46
CURB RAMP, CONCRETE
SYS
440$
155.70
$ 68,508.00
47
CURB, INTEGRAL CONCRETE
LFT
245
$ 3304
$ 8,094.80
48
CURB AND GUTTER,.CONCRETE, TYPE 11
LFT
18,824
$ 16.04
$ 301,936.96
49
CURB AND GUTTER, CONCRETE, TYPE III
LFT
13,729
$ 15.01
$ 206,072.29
50
CENTER CURB, D CONCRETE
SYS
125
$ 181.22
$ 22,652.50
51
CURB; TURNOUT
EACH
2
$ 1,183.91
$ 2,367.82
52
CURB AND GUTTER, ROLL CURB
LFT
308
$ 29.50
$ 9,086.00
53
HMA FOR APPROACHES, TYPE C
TON
681
$ 89.44
$ 60,908.64
54
PCCP FOR APPROACHES, 6 IN.
SYS
574
$ 52.72
$ 30261.28
.55
PCCP FOR APPROACHES, 9 IN.
SYS
412
$ 64.54
$ 26,590.48
56
MAILBOX ASSEMBLY,.SINGLER.ESET
EACH
13
$ 185.00
$ 2;405.00
57
GEOTEXTILES
SYS
68
$ 1.18
$ 60.24
58
RIPRAP, REVETMENT
TON
28
$ 85.06
.$ -2;381.68
59
MOBILIZATION: AND DEMOBILIZATION FOR SEEDING
EACH
7
$ 50.00
.$ 350.00
60
EROSION CONTROL BLANKET
SYS
1,016
$ 1.17
$ 1,188.72
61
WATER
kGAL
102
$ 1.00
$ 102.00
62
SODDING, NURSERY
SYS
28,063
$ 3.25
$ 91',204.75
63
IRRIGATION CONTROLLER BOX
EACH
1
$ 8;500.00
$ 8,500.00
64
FIELD OFFICE, B
MOS
16
$ 2,286.99
$ 34,304.85
65
TIMBER CURB
LFT
124
$ 196.00
$ 24,304.00
66
PIPE, TYPE 2, CIRCULAR, 36 IN.
LFT
1,415
$ 95.84
$ 135,613.60
67
PIPE, TYPE 4, CIRCULAR, 6 IN.
LFT
18,429
$. 4.35
$ 80.166.15
68
PIPE, TYPE 4, CIRCULAR, 8 IN.
LFT
54
$ 8.00
$ 432.00
69
PIPE, TYPE 2, CIRCULAR, 12 IN.
LFT
4,232
$ 39.45
$ 166,952.40
,XI�III3IT
yofi
CARMEL PROJECT 616 -ENG -52
DESCRIPTION: Spring Mill Road Reconstruction
9172016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL.
70
PIPE, TYPE 2, CIRCULAR, 151N.
LFT
416
$ 50.95
$ 21,195.20
71
PIPE, TYPE 2, CIRCULAR, 18 IN.
LFT
1,099
$ 46.37
:$ 50,960.63
72
PIPE, TYPE 2, CIRCULAR, 21 IN.
LFT
299
$ 55.18
$ 16,498.82
73
PIPE, TYPE 2, CIRCULAR, 24 IN.
LFT
670
$ 60.93
$ 40,823:10
74
PIPE, TYPE 2; CIRCULAR, 27 IN.
LFT
25
$ 123.09.
$ 3,077.25
75
PIPE, TYPE 2, CIRCULAR, 30 IN.
LFT
195
$ 75.60
$ 14,742.00
76
PIPE, TYPE 2, CIRCULAR, 42 IN.
LFT
355
$ 130.20
$ 46 221.00
77
PIPE, TYPE 2, CIRCULAR, 48 IN;.
LFT
1,590
$ 151.85
$ 241,441.50
778
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 SFT
LFT
48
$ 80.30
$ 3;854.40
77b
PIPE, TYPE 2, DEFORMED, MIN. AREA S.1 SFT
LFT
546
$ 107.60
$ 58,749.60
78
STORMWATER TREATMENT SYSTEM, 2.08 CFS
EACH
1$
21,280.78
$ 21,280.78
79
STORMWATER TREATMENT SYSTEM, 2.9 CFS
EACH
1
$ 21,280.78
$ 21',280.78
80
STORMWATER_TREATMENT SYSTEM, 2.23 CFS
EACH
1
$ 21,280.28
-
$ 21,280.78
81
STORMWATER.TREATMENT SYSTEM, 1.12 CFS
EACH
1
$ 21,280.78
$ 21,280.78
82
STORMWATER TREATMENT SYSTEM, 2.76 CFS
EACH
1
$ 21,280178_
$ 21,280.78
83
STORMWATER_TREATMENT SYSTEM, 1.65 CFS
EACH
1
$ 21,280.78
$ 21,280.78
84
VIDEO INSPECTION FOR PIPE
LFT
10,325
$ 1.29
$ 13;319.25
85
PIPE END SECTION, DIAMETER 12 IN.
EACH.
.3
$ 873.60
$ 2,620.80
86
PIPE END SECTION, DIAMETER 15 IN.
EACH
2
$ 917.11
$ 144.22
87
PIPE END SECTION, DIAMETER 18 IN.
EACH
4
$ 971.48
$ 3,885.92
88
OUTLET PROTECTOR, 3
EACH.
2
$ 1.050.00
$ 2,100.00
89
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$ 0.99
$ 2;970.00
90
AGGREGATE FOR UNDERDRAINS
CYS
1,659
$ 45.50
$ 75,484.50
91
GEOTEXTILESFOR UNDERDRAIN
SYS
16,587
$ 1.15
$ 19,075.05
92
MANHOLE, J10
EACH
6
$ 4,602.60
$ 27,615.60
93
CASTING, ADJUST TO GRADE
EACH
13
$ 623.76
$ 6,108.88
94
INLET,J10
EACH
46
$ 2.443.76.
$ 112,412.96
95
INLET, M10
EACH
5
$ 2,448.81.
$ 12,244.05
96
CATCH. BASIN, K10
EACH
41
$ 2,601.45
$ 10059.45
97
MANHOLE, C4
EACH
30
$ 2,847.34
S 85,420.20
98
CATCH BASIN, 17
EACH
1
$ 1,974.33
$ 1,974.33
99
MANHOLE, K4
EACH
17
$ 8,549.72
$ 145,345.24
100
MANHOLE, J4
EACH
20
$ 5,140.46
$ 102,809.60
101
CATCH BASIN, M10
EACH
41
$ 2,617.76"
$. 107,328.16
102
DETENTION OUTFALL STRUCTURE, D
EACH
5
$ 8,666.12
$ 43.330.60
103
DETENTION OUTFALL STRUCTURE; E
EACH
1
$ 9,077.18
$ 9,077.18
104
CONSTRUCTION SIGN, C
EACH 1
3
$ 297.00
S 891.00
LZAMIBIT
5c::)f 0(
CARMEL PROJECT #16 -ENG -62
DESCRIPTION: Spring Mill Road Reconstruction
9/7/2016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
105
ROAD CLOSURE SIGN ASSEMBLY
EACH
6
$ 507.00
$ 3,042.00
105a
TEMPORARY PAVEMENT MARKING, 4/N
LFT
61000
$ 0.67
$ 4,020.00
105b
TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N
LFT
2,600
$ 1.05
$ 2,730.00
106
DETOUR ROUTE MARKER ASSEMBLY
EACH
22
$ 152.00
$ 3,344.00
107
CONSTRUCTION SIGN, A
EACH
14
$ 249:Q0
$ 3;486:00
108
CONSTRUCTION SIGN, B
EACH
13
$ 104.00
S 1•;352.00
109
1 MAINTAINING TRAFFIC
LS
1
$ 153,029.18
S 153,029.18
110
BARRICADE, III -B
LFT
264
$ 30.00
S 7;920.00
111
STREET SIGN POST
EACH
6
$ 1,850.00
$ 11,100.00
112
SIGN, SHEET, AND SUPPORTS, REMOVE
EACH
33$
25:00
$ 825:00
113
SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE
LFT
425
$ 14.00
$ 5,950.00
114
SIGN, SHEET, WITH LEGEND, 0.080 IN.
SFT
184
$ 17.00
$ 3,128.00
115
SIGN, SHEET, WITH LEGEND, 0.100 IN.
SFT
117
S 19.00
$ 2,223.00
116
CONDUIT, PVC,.2 IN. SCHEDULE 40
LFT
493
$ 8.00
$ 3,944.00
117
CONDUIT, HOPE, 2 IN: SCHEDULE 80
LFT
162
$ 12.00.
$ 1,944.60
118
ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES
EACH
6
$ 6,900 00
$53,400.00
119
HANDHOLE; FOR INTERDUCT
EACH
31
$ 975.00
$ 30,225.00
120
PVC SCHEDULE 404'
LFT
9,502
$ 5.00
$ 47,510.00
121
PVC SCHEDULE 40-4" INTERDUCT
LFT
9,502
$ 9.00
$ 85,518.00
122
PVC SCHEDULE 804"
LFT
205
$ 7.00
$ 1,435.00
123
PVC SCHEDULE 804" INTERDUCT
LFT
205
$ 20.00
$ 4,100.00
124
HANDHOLE LIGHTING _
EACH
4
$ 650.00
$ 2,600.00
125
SERVICE POINT 11 MODIFIED
EACH
1
$ 5,500.00
$ 5,500.00
126
WIRE, NO.6 COPPER, IN PLASTIC DUCT, 4 1/C
LFT
162
$ 8.00
$ 1,296.00
127
WIRE, NO.6 COPPER, IN PLASTIC DUCT, IN TRENCH, 41/C
LFT
493
$ 8.00.
$ 1,944:00
128
CONNECTOR KIT„UNFUSED
EACH
6
$ 37.00
S 222.00
129
CONNECTOR KIT, FUSED
EACH
6
$ 35.00
$ 210.00
130
MULTIPLE COMPRESSION FITTING; WATERPROOFED
EACH
17
$ 21.00
$ 357.00
131
INSULATION LINK, WATERPROOFED
EACH
28
$ 15.00
$ 420.00
132
WIRE, TWIfHW. NO. 10 COPPER, STRANDED
LFT
471
$ 1.00
$ 471.00
133
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN.
LFT
928
$ 5.65
S 5,243.20
134
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN.
LFT
592
$ 1.95
$ 1,154.40
135
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LFT
2,050
$ 0.73
S 1,496.50
136
LINE, THERMOPLASTIC; DOTTED, WH ITE, 8 IN.
LFT
116
$ 3.15
$ 365.40
137
TRANSVERSE MARKING, THERMOPLASTIC, YIELD; LINE, WHITE, 36 IN,
LFT
47$
12.20
S 573.40
138
LINE,- THERMOPLASTIC, SOLID, YELLOW, 41N.
LFT
3,449
$. 0.73
$ 2,517.77
139
TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN.
LFT 1
117
$- 5:65
is 661.05
iI BIT
6 '-, f
CARMEL PROJECT #16 -ENG -52
DESCRIPTION: Spring Mill Road Reconstruction
917/2016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
140
PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION
ARROW
EACH
26
$ 109.00
$ 2,834.00
141
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
155
$ 25.00
$ 3,875.00
142
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN.
LFT
2,269
$ 1.90
$ 4,311.10
143
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 IN.
LFT
460
$ 2.85
$ 1,311.00
143a
20" DUCTILE IRON WATER MAIN
LFT
1,520
$ 109.72.
$ 166,774.40
143b
8" DUCTILE IRON.WATER MAIN
LFT
80
$ 90.20
$ 7;216.00
143c
8"GATEVALVE
EACH
1
$. 1,477.28
$ 1,477.28
143d
20" X 8" STAINLESS TAPPING SADDLE AND VALVE
EACH
1
$ 8,354.44
$ 8,354.44
143e
8" WATER MAIN LOWERING
EACH
1
$ 5,599.00
$ 5,599.00
143f
10" WATER MAIN LOWERING
EACH
1
$ 6,280.48
$ 6260.48
143g
16 WATER MAIN LOWERING
EACH
1
$ 10,776.14
$ 10,776.14
143h
20 WATER MAIN LOWERING
EACH
6
$ 13,814.76
$ 82;888.56
1431
8" WATER MAIN`CONNECT/ON
EACH,
2
$, 3,475.74
$ 6,951.48
1431
20" WATER MAIN CONNECTION
EACH
4
$ 4,486.76
$ 17,947.04
143k
LONG SIDE SERVICE
EACH.
1
$ 3,882.93-
$ 3.882.93
1431
METER PIT RELOCATION
EACH
1
$' 1,327.05'
$ 1,322.05
143M
BACKFLOW RELOCATION
EACH
1
$ 525.38
$ 525.38
143n
RELOCATE SAMPLING STATION
EACH
1
$ 1,518 42
$ 1,518.42
1430
ADJUST VAL G_ CE
HYDRANT ADJUST TO GRADE
EACH
17
$ 4,476.55
$ 76,101.35
143p
NEW HYDRANT ASSEMBLY
EACH
5
$ 6,016.55
$ 30,082.75
143q
REMOVE AND RETIRE HYDRANT
EACH
3
$ 626.30
$ 1.878.90
143r
ADJUST VALVE.TO GRADE
EACH
18
$ 321,44
$ 5,785.92
143s.
VALVERET/REMENT
EACH
3
$ 585.16
$'751,5.48
143t
LINE STOPS 20" (UNDISTRIBUTED)
EACH
4
$ 17,268.55
$ 69,074:20
16 -SW -07 QUANTITIES
144
EXCAVATION, COMMON
CYS
883
$ 35.00
$ 30,905.00
145
BORROW
CYS
2,782
$ 0.01
$ 27.82
146
SEDIMENT, REMOVE
CYS
16
$ 3314
$ 337.40
147
TEMPORARY INLET PROTECTION
EACH
14
$ 65.00
$ 910.00
148
TEMPORARY SILT FENCE
LFT
2,105
$ 1.79
$ 3,767:95
149
TEMPORARY SEED MIXTURE
LBS
48
$ 0.25
$_ 12.00
150
SUBGRADE TREATMENT, TYPE.II
SYS
59
$ 24.80
$ 1,463.20
151
SUBGRADE TREATMENT, TYPE III
SYS
1,597
$ 1.83
$ 2,922:51
152
SUBGRADE TREATMENT, TYPE IB
SYS
4,596
$ 6.73
$ 30,931.68
153
STRUCTURE BACKFILL, TYPE 1
CYS
177
$ 25:66
$ 4,541.82
154
STRUCTURE BACKFILL, TYPE 2
CYS
266
$ 92.94'
$ 24,722.04
155
STRUCTURE'BACKFILL, TYPE b
CYS
36
$ 73.45
S 2,644.20
CARMEL PROJECT #16 -ENG -62
DESCRIPTION: Spring Mill Road Reconstruction
91/2016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
156
COMPACTED AGGREGATE NO. 53.13ASE
TON
295
$ 32.87
$ 9,898.65
157
HMA SURFACE, TYPE C
TON
292
$ 71.46
$ 20,866.32
158
HMA INTERMEDIATE, TYPE C
TON
487
$ 56.71
$ 27,617.77
158a
HMA INTERMEDIATE, OG, TYPE C
TON
649
$ 54.13
$ 34,697.33
159
HMA BASE, TYPE C
TON
9,207
$ 51.90
$ 62,643.30
160
ASPHALT FOR TACK COAT
TON
4
$ 0.01
$ 0.04
161
HMA FOR SIDEWALKS
TON
221
$ 87.33
$ 19,299.93
162
SIDEWALK, CONCRETE, 4"
SYS
39
$ 51.81
$ 2,020.59
163
CURB RAMP, CONCRETE
SYS
25
$ 175.41
$ 4,385.25
164
DETECTABLE WARNING SURFACES
SYS
5
$ 326.25
$ 11,631.25
165
HANDRAIL, 48 IN.
LFT
58
$ 120.00
$ 6,960.00
166
CURB AND GUTTER, CONCRETE, TYPE M
LFT
1,830
$ 19.05
$ 34;861.50
167
CURB AND GUTTER, TURNOUT CONCRETE
LFT
6
$ 469:97
$ 2,819.82
168
CONCRETE ROLL -CURB & GUTTER
LFT
262
$ 48.66
$ 12,748.92
169
PCCP FOR APPROACHES, 6.1N.
SYS
59
$ 60.95
$ 3,596.05
170
MAILBOX ASSEMBLY, TRIPLE
EACH
1
$ 225:00
$ 225.00
171
GEOTEXTILES
SYS
1,140
$ 0.99
$ 1;128.60
172
RIPRAP, CLASS 1
TON
1,070
$ 46.35
S 49,594.50
173
RIPRAP, REVETMENT
TON
260
$ 23.16
$ 6,021.60
174
RIPRAP, UNIFORM {HAND LAID}
TON
4
$ 95.96
$ 383.84
175
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
2
$ 50.00
$ 100.00
176
EROSION CONTROL BLANKET
SYS.
1,375
----------------
$ 1.17
$ 1,608.75
177
WATER
M.G.
25
$ 1.00
$ 26.00
178
TOPSOIL
CYS
1,169
$ 45.64
$ 53,353.16
179
SODDING, NURSERY
SYS
3,540
$ 3.25
$ 11,505.00
180
CONCRETE,. CLASS, A
CYS
17
$ 252.59
$ 4,294.03
181
24 IN. SDR 11 HDPE WATER MAIN
LFT
176
$ 305.36
$ 53,743.36
182
20 IN. RESTRAINED JOINT DUCTILE IRON
LFT
25
$ 724.08
$ 18,102.00
183
20 IN. LINE STOP
EACH
2
$ 17,268.55
$ 34,537.10
184
20L IN. CONNECTION
EACH
2
S 6,202.22
$ 12,404.44
185
REMOVE, REPLACE AND RELOCATE FIRE HYDRANT
EACH
1
$ 5,261.37
$ 5,261.37
186
ADJUST VALVE BOX TO GRADE
EACH
3
$ 468.43
$ 1,405.29
187
PIPE, TYPE 4, CIRCULAR, 61N.
LFT
2,274
$ 4.75
$ 10,801.50
188
PIPE, UNDER DRAIN, OUTLET 6 IN.
LFT
191
$ 14.50
$ 2,789.50
189
PIPE, TYPE 2, CIRCULAR, 12 IN.
LFT
642
$. 42.68
$ 27,400.56
190
PIPE; TYPE 2, CIRCULAR, 15 IN.
LFT
15
$ 235.30
$ 3,529.50
191
VIDEO INSPECTION FOR PIPE
LFT
655
$ 2.39
$ 1,565.45
LI---XHIrIT
CARMEL PROJECT 916 -ENG -52
DESCRIPTION: Spring Mill Road Reconstruction
9/7/2016
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
192
PIPE END SECTION, DIAMETER 12 IN.
EACH
1
$ 873.58
$ 873.58
193
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$ 0.99
$ 2;970.00
194
AGGREGATE FOR UNDERDRAINS
CYS
94
$ 50.00
$ 4,700.00
195
GEOTEXTILES FOR UNDERDRAIN
SYS
1,076
$ 2.40.
$ 2,582.40
196
YARD LIGHTS, ADJUST TO GRADE
EACH
7
$ 250.00.
$ 1,750.00
197
CASTING, ADJUST TO GRADE
EACH
6
$ 866.87
$ 5,201.22
198
INLET, E7
EACH
1
$ 11881.90
$ 1,881.90
199
INLET, M10
EACH
9
$ -2,448.81
$ 22,039.29
200
PIPE CATCH BASIN, 18 IN.
EACH
1
$ 1,314.06
$ 1,314.06
201
MANHOLE, C4
EACH.
3
$ 2,951.74
$ 8185522
202
1 INLET, AR
EACH
3
$ 2,186.40
$ 6,559.20
203
REINFORCED CONCRETE ARCH (MIN AREA= 105.0 SFT.)
LFT
64
$ 3;216.76
$ 205,872.64
204
DETOUR ROUTE MARKER ASSEMBLY
EACH
19
$ 146.00
$, 2,774.00
205
CONSTRUCTION SIGN, A
EACH
17
$ 244.00
$ 4,148.00
206
CONSTRUCTION SIGN, B
EACH
2
$ 105.00
$ 210.00
207
BARRICADE, III -B
LFT
50
$ 30.00
$ 1;500.00
208
SION POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE
LFT
81
$ 14.00
$ 1,134.00
209
SIGN GROUND MOUNTED RESET
EACH
8
$ 20.00
$ 160.00
210
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LFT
209
$ 0:73.
$ 152.57
211
LINE. THERMOPLASTIC, SOLID, YELLOW, 4. IN.
LFT
2,073
$ 0..73
$ 1',513.29
212
TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE; WHITE, 24 IN.
LFT
15
$ 5.65
$ 134.75
213
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 6 IN.
LFT
103
$ 1.40
$ 144.20
214
PAVEMENT MESSAGE KING,HERMOPLASTIC LANE INDICATION
ARROW
EACH
1
$ 109.00
$ 109.00
215
PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY
EACH
1
$ 147.00
$ 147.00
BASE BID TOTAL: $ 8,592,091.16
Reith -Riley Construction Co., Inc. ASA
Engineering - 2016
Appropriation #2016 COIT Bond; P.O. #34297
Contract Not To Exceed $8,592,091.16
EXHIBIT `B"
E -verify requirement
All terms defined in I.C. § 22-5-1.7 et seq. are adopted and incorporated into this section of the Amendment.
Pursuant to I.C. § 22-5-1.7 et seq., Vendor shall enroll in and verify the work eligibility status of all of its newly -hired
employees using the E -Verify program, if it has not already done so as of the date of this Addendum. Vendor is further
required to execute the attached Affidavit, herein referred to as "Exhibit C", which is an Affidavit affirming that: (i) Vendor is
enrolled and is. participating in the E -verify program, and (ii) Vendor does not knowingly employ any unauthorized aliens. This
Addendum incorporates by reference, and in its entirety, attached "Exhibit C." In support of the Affidavit, Vendor shall
provide the City with documentation that it has enrolled and is participating in the E -Verify program. This Agreement
shall not take effect until said Affidavit is signed by Vendor and delivered to the City's authorized representative.
Should Vendor subcontract for the performance of any work under this Addendum, the Vendor shall require any
subcontractor(s) to certify by affidavit that: (i) the subcontractor does not knowingly employ or contract with any unauthorized
aliens, and (ii) the subcontractor has enrolled and is participating in the E -verify program. Vendor shall maintain a copy of such
certification for the duration 'of the term of any subcontract. Vendor shall also deliver a copy of the certification to the City
within seven (7) days of the effective date of the subcontract.
If Vendor, or any subcontractor of Vendor, knowingly employs or contracts with any unauthorized aliens, or retains
an employee or contract with a person that the Vendor or subcontractor subsequently learns is an unauthorized alien, Vendor
shall terminate the employment of or contract with the unauthorized alien within thirty (30) days ("Cure Period"). Should the
Vendor or any subcontractor of Vendor fail to cure within the Cure Period, the City has the right to terminate this Agreement
without consequence.
The E -Verify requirements of this Agreement will not apply, should the E -Verify program cease to exist.
jVAshwodlConnas\Prof.Sv s & Goods Sv s Enginming12016 R61h Riky ASA.doe9/9/2016 2:43 PM]
Reith -Riley "Constriction Co., Inc.. ASA
Engineering - 2016
Appropriation #2016 CO.IT Bond; P.O. #34297
Contract Not To Exceed $$1592;091.16
Exhibit "C
E -Verify Affidavit
Paul J. Tate. , being first'duly sworn., deposes and says that
lie/she 18, familiar with and has personal knowledge of the facts herein and,. if called as a witness in this
matter, could testify as tdllows:
I .am over eighteen (18) years of age and air competent to testify to the facts contained
herein.
2. I am now and at all times relevant herein have been employed by
Riet.h-Riley Construction Co., Inc. (the "Company") in the position
Of Regional..VP. Central Indiana
3.; I aria familiar with the employment policies, practices, .and. procedures of the Company and
Have the autliority to act;on behalf'of the Company.
a. The Employer is enrolled and participates in the federal E -Verify program and has
provided documentation of suc_ h .enrolllment and participation to the "City of Carmel,
Indiana.
S. The Company sloes not knowingly employ any unauthorized aliens.
FURTHER, AFFIANT SAYETB NOT.
EXECUTED on the 12th day of September? s
Printed: .Paul Tate
Icertify under the penalties for perjury under the laws of the United. States of America and the State.of
Indiana that the foregoing factual statements and representations .are true and_gtrect.
Printed: Pau1VJ..
�4�.Yuci[y;v rsa r.z$ri;I N('n �IcSds'd: dmeLh!1b�Rcith W6i:\S:\..L't.�Jt�c�IF3:.0 P\II
®
�� ®fCarmel
INDIANA RETAIL TAX EXEMPT
CERTIFICATE NO. 003120155 002 0
Page 1 of 1
- --- - -- - -
PURCHASE ORDER NUMBER
FEDERAL EXCISE TAX EXEMPT
34297
ONE CIVIC SQUARE
35-6000972
THIS NUMBER MUST APPEAR ON INVOICES, A/P
CARMEL, INDIANA 46032-2584
VOUCHER, DELIVERY MEMO, PACKING SLIPS,
FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR
CITY OF CARMEL - 1997
SHIPPING LABELS AND ANY CORRESPONDENCE
PURCHASE ORDER DATE DATE REQUIRED REQUISITION NO
VENDOR NO-
DESCRIPTION —J
9/8/2016
00350596
Project 16 -ENG -52; Contract Date 08.24.16
RIETH-RILEY CONSTRUCTION CO INC
A City Engineering's Office
VENDOR PO BOX 276
SHIP 1 Civic Square
TO Carmel, IN 46032 -
INDIANAPOLIS, IN 46206 -
Kate Lustig
PURCHASE ID
BLANKET
CONTRACT
PAYMENTTERMS
FREIGHT -
8259
QUANTITY
- UNIT OF MEASURE —
DESCRIPTION
UNIT PRICE EXTENSION
Department., 2200 Fund: 0 COIT Bond Fund
Account: 94-650.04
1 Each ASA 1 - Spring Mill Road Reconstruction from 106th Street to 6,592,091.16 $8,592,091.16
Main Street
Sub Total $8,592,091.16
Send Invoice To:
Skip Tennancour
American Structurepoint, Inc.
8425 Wicklow Way
Brownsburg, IN 46112
2016 COIT Bond >-.:..:.,.,_...�
PLEASE INVOICE W DUPLICATE_ _
- DEPARTMENT _ACCOUNT !�� PROJECT PROJECT ACCOUNT F ___AMOUNT -�
PAYMENT $8,592,091.16
SHIPPING INSTRUCTIONS ' AQP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SNIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE ]SAN UNOBUGATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
`PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY -- -- -----.-----�-_� _—__
TITLE
CONTROL NO. 34297 CLERK -TREASURER
-
rr?i
>r
2016 COIT Bond >-.:..:.,.,_...�
PLEASE INVOICE W DUPLICATE_ _
- DEPARTMENT _ACCOUNT !�� PROJECT PROJECT ACCOUNT F ___AMOUNT -�
PAYMENT $8,592,091.16
SHIPPING INSTRUCTIONS ' AQP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SNIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE ]SAN UNOBUGATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
`PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY -- -- -----.-----�-_� _—__
TITLE
CONTROL NO. 34297 CLERK -TREASURER