317408 10/11/17 ��'""� CITY OF CARMEL, INDIANA VENDOR: 00350596
ONE CIVIC SQUARE RIETH-RILEY CONSTRUCTION CO INC CHECK AMOUNT: S""438,976.60'
=4; CARMEL, INDIANA 46032 PO BOX 276 INDIANAPOLIS POLIS IN aszos CHECK NUMBER: 317408
>o»�° CHECK DATE: 10/11/17
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
900 4462870 100657 3 417,183.62 PROJ 16-ENG-31/COMM X
900 R4462869 33681 4462869 4,318.54 PROJ 16-INS-01
900 R4462869 33742 C.O.1 14,744.54 106TH BEAM REPAIR
2200 4350900 CO 1 2,729.90 OTHER CONT SERVICES
_/ c 2 < «
\ \ k / � ?\ \ 0
~ ^ > / x /# ?
2 »
FY q / / m / q
CL 2 C @ ()9 2
\ / 2 q /O
\ § m O ® � f \
\ > :,4 /
a — o
\
OD
w
§®
t -n > q q 5
. / \ \ to f
\ o O
2 /
\ ƒ
0 |
CD
E
/
§ $ 2 R - 2 >
z m 0 k i « P
\ \CL / } / % $ 2
° \ J 0 k §
S & CD7 &e
� a f - m R «
CD / ¥
p d o / \ CD
\
x n m . &
/
/ 7 / $ \ 2
/ a 7 E
CD M
§ \ / \ CC)
\ k a — 8
w 0) § J 6 z
I / 2 /
\
t
E CD R @ § > } -
// ° - m \ \
CD E
(D >
E
§ \ � $ j / 0 %
/} � ° o 0 CD CL
m C
mn # n / Z Q
° )
�
G D
\/ �j / \ _
C) >
/k \) \ R > 03
f\ E0 r
0 :3 0 {
O / 3 \ 0 j E / c rO
* $» CD� z E ] \ 5 z
\ � a 2 CD
C
CD n (i = n 2 /
�Cl) 2 2.
CL Mm
2 acx ]
§ \ # i
/ / \ \ to
J \ § CD
CD 3 c
® k
CONSTRUCTION PROJECT INVOICE
Community Crossing Grant, P.O. #100473
DATE: October 5, 2097
po 100(.94
COMPANY NAME: Rieth-Riley Construction Co, Inc.
AND ADDRESS 1751 West Minnesota Street q C)o - 44(, 25q-0 4(, 25 -0
Indianapolis, IN 46221
TELEPHONE NO.: (574)-875-5183
PROJECT NAME: City of Carmel Project#16-ENG-31 4th Street West of Monon Trail
Rangefine Road and 4th St. RAB
PROJECT NO.: 16-ENG-31
INVOICE NO.: 3
Construction pay items as per Progress Pay Estimates No. 3 as shown on the
attached invoice for work completed between the dates of September 1, 2017 to
September 30, 2017.
TOTAL PAY THIS ESTIMATE: $463,537.36
10% RETAINAGE: (-) $46,353.74
TOTAL NOW DUE: $417,183.62
Submitted by Cross oad Engineers, PC
Project Repre ntative - signed name Date
Curtis Holcom
Project Representative - printed name
1 of 4
CITY OF CARMEL
City of Carmel Project#16-ENG-31
Rangeline Road and 4th St.RAB/4th Street West of Monon Trail
PROJECT NO.16-ENG-31
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 911117 through 9130117
Item Description Quantity this Total Quantity unit Total Pay Total Pay
No. Estimateto Date Price this Estimate to Date
1 Construction Engineering IS 0.40 IS $61,410.00 $24,564.00
2 Mobilwationand Demobilization is 0.40 IS $115,308.95 $46,123.58
3 Field Office MO 3.00 MO I $1,462.85 1 $4,388.55
4Office Equipment 1.00 MO 2.26 MO 51,375.33 $1,375.331 $3,101.37
5 1 Maintenance of Traffic IS 0.75 IS $31,047.00 $23,285.25
6 Clearing of Right of Way IS 0.25 IS $75,455.81 $18,863.95
7 Excavation,Common 641.93 CYD 1792.80 CYD $3751 $24,078.79 $67,247.93
8 Borrow 1,000.00 CYD 2000.00 CYD $0.01 $10.00 $20.00
9 SWQCP Preparation and Implementation I evel 1 0.50 LS 0.50 IS $5,700.00 $2,850.00 $2,850.00
10 Storm Water Quality Management Budget DOI, DOI. $1.00
I1 SubgradeTreatment IV 344.80 SYD 1765.82 SYD $24.48 $8,440.70 $43,227.27
12 SubgradeTreatment,i-B 1,918.05 SYD 1918.05 SYD $11.50 $22,057.58 $22.057.58
13 Subgrade Treatment Type it SYD SYD $18.01
14 Structural Backfill,Type 1 347.00 LFT 569.00 LFT $16.81 $5,833.07 $9,564.89
15 Compacted Aggregate No.53 Stone 405.21 TONS 1171.10 TONS $23.34 $9,457.60 $27,333.47
16 SubgradeTreatment(Undistributed) 39.00 CYD 39.00 CYD $65.79 $2,565.81 $2,565.81
17 Geogrid 326.00 SYD 326.00 SYD $3.57 $1,163.82 $1,163.82
18 Asphalt Milling,IS" SYD SYD $6.61
19 LIMA Surface,Type'C',9.5 mm TON TON $95.13
20 NMA Intermediate,Type'C',19.0 mm TON TON $70.63
21 NMA Intermediate,Type'C',O.G.19.0 mm TON TON $66.31
22 HMA Base.Type'C',25.0 mm TON TON $67.11
23 HMA Surface,Type'B',9.5 mm TON 5.04 TON $93.21 $469.78
24 HMA Intermediate,Type'B',19.0 mm 160.31 TON 197.07 TON $83.05 $13,313.75 $16,366.66
25 HMA Base,Type'B',25.0 mm 180.17 TON 228.39 TON $76.14 $13,718.14 $17,389.61
26 Asphalt for Tack Coat TON TON $0.01
27 PCCP,7" SYD SYD S104.45
28 Sidewalk Concrete SYD SYD $41.76
29 Curb Ramp,Concrete,Includes Detectable
Warning Elements SYD SYD $177.19
30 lConcrete Curb,Barrier 962.10 LFT 962.10 LFT $14.81 $14,248.70 $14,248.70
31 IModified Rall Curb I.Ff LFT $32.48
32 1 Center Curb,Type D 8.96 SYD 8,961 SYD 5165.10 $1,479.30 $1,479.30
33 JCurb and Cutter,Concrete,Type 11 694.00 LFT 694.00 LFT $21.84 1 $15,156.96 $15,156.96
34 6"Variable Barrier Curb LFT LFT $60.61
35 Concrete Band LFT LFT $115.74
36 PCCP for Approaches,Residential,6" SYD SYD $74.06
37 PCCP for Approaches,Commercial,9" SYD SYD $69.91
3B Raised Crosswalk EA EA $12,970.59
39 Topsail(Assume 6""Thick) CYD CYD $52.59
40 Sodding.Nursery SYD SYD $3.50
41 Pipe,PVC,Circular,6" 1.FT LIFT $56.73
42 Pipe,PVI:,Circular,10" I,FT LFT 534.27
43 Pipe,PVC,Circular,12" 43.00 LFT 43.00 I.FT $58.53 $2,516.79 $2,516.79
44 Pipe,Type 2,Circular,12" 28050 LFT 325.00 LFT $53.42 $14,984.31 $17,361.50
45 Pipe,Type 2.Circular.I S" 23.50 LFT 63.50 1F $60.61 $1,424.34 $3,848.74
46 Pipe,Type 2,Circular,18" LFT 137.50 LFT $64.62 $8,885.25
47 Pipe,Type 2,Circular,21" I,FT I.FT $115.23
48 Pipe,Type 2,Circular,Z4" LFT LFT $137.29
49 15"Pipe End Section EA EA $470.66
50 Mechanical Plug For RCP Pipe EA EA $722.49
51 Pipe,Type 4,Circular,6" I.290.(10 LFT 1854.00 LFT $6.25 $8,062.50 $11,587.50
52 Pipe,Underdrain Outlet,6" LFT LFr $26.50
53 Aggregate for Underdmin 122.94 CYD 185.61 CYD $45.10 $5,544.59 $8,371.01
54
Geotextile for Underdrain 1,074.83 SYD 1513.49 SYD $1.85 $1,988.42 $2,799.96
55 Inlet,B-15 5.00 EA 5.00 EA $2.950.35 $14,751.75 $14.751.75
2of4
CITY OF CARMEL
City of Carmel Project#16-ENG-31
Rangeline Road and 4th St.RAB/4th Street West of Monon Trail
PROJECT NO.16-ENG-31
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 9/1117 through 9130117
Item Description Quantity this Total Quantity Unit Total Pay Total Pay
No. Estimate to Date Price this Estimate to Date
56 inlet,C-15 7.00 EA 8.00 FA $2,961.60 $20,731.20 $23,692.80
57 Inlet,1-10 EA FA $2,588.71
58 1 Inlet,M-10 EA EA I .5,2,546.14
54 lInlet,I with casting R-3290-A EA EA $2,716.64
60 Inlet,M with casting R-3290-A EA EA $2,677.59
61 Inlet,E with Casting R-4215•C EA EA $2,139.13
62 Nvloplast Inlet EA FA $1,434.12
63 Manhole,C4 2.00 EA 4.00 EA $4,878.83 $9,757.66 $19.515.32
64 Manhole,D4 EA EA $6,272.73
65 Manhole.C with Casting R-3290-A EA 2.00 EA $5,901.51 $11,803.02
66 Contech WQ STR,CDS 4 EA EA $15,795.92
67 Contech WQ STR.CDS 6 EA EA $27,748.71
68 Replace Casting and Adjust to Grade EA EA $1,260.28
69 Adjust Casting to Grade EA 3.00 EA $690.87 $2,072.61
70 Sign Post,Square.Type 1,Reinf.Anc.Base LFT LFT 320.00
71 Relocate Existing Sign EA EA $350.00
72 IDecorative Street Sign Assembly EA EA $1,600.00
73 Sign,Sheet,with legend 0.080" SFT SFT $21.00
74 Sign,Sheet,with legend 0.100" SFT SFT $22.00
75 Service Point,ll.Modified EA EA $1,500.00
76 Controller Cabinet.P1.Modified EA EA $3,200.00
77 Controller Cabinet Foundation,P1,Modified EA F.A $1,900.00
78 Nandhole,Lighting EA EA $800.00
79 lWire,#4 Copper in Plastic Duct in french,4 1/C LFT LFT $14.00
80 lConduit,Steel,Galvanized,2" 1,147.00 LFT 1147.00 LFT $16.00 $18,352.00 $18,352.00
81 Wire,44 Copper in Plastic Duct,4 1/C LFT LFT $8.00
82 Lighting Foundation,18"Diameter.Concrete,with
Ground EA EA $850.00
83 1 Light Pole,15'Height,Ornamental EA EA $5.900.00
Lighting Foundation,30"Diameter,Concrete,with
84
Ground EA EA $1,400.00
85 Light Pole,30'Height With 8'Arm EA EA 37,700.00
86 Hand hole,Communications EA EA $1,300.00
87 Nandhole,3'Diameter,Communications 1.00 FA 1.00 EA $2,500.00 $2,500.00 $2,500.00
188 4'x4'x4',Split Communications Box EA EA $6,000.00
89 lCommunication Duct Bank LFT LFT $105.00
90 4"Innerrductwith 3 x 1-1/2"Innerducts 430.00 1.FT 430.00 LFT $16.00 $6,880.00 $6,880.00
91 4-PVC,Schedule 80 218.00 LFT 218.00 LFT 515.00 $3,270.00 $3.270.00
Trans.kirk,Thermo,Solid White,Crosswalk.
92
White,24" LFT LFT $12.00
93 Trans.Mrk,Thermo,Stop Bar,24" 1.17 LIT $12.00
94 Line,Thermo,Solid,Yellow,4" LFT LFT $2.00
95 Line,Thermo,Solid,Yellow,8" LIT LFT $4.00
96 1 line,Thermo,Solid,White,4- LFT LFT $2,00
97 1 Line,Thermo,Solid,White,6" LFT LFT $3.00
98 ILine,Thermo,Solid,Blue,4" LFT LFT $20,00
99 Line,Thermo,Dotted,White,4" LFT LFT S2.00-
100 Line,Thermo,Dotted White,8" LFT LFT $4.00
Trans.Mrk,Thermo Yield,White.3',Shark Teeth,
101 Yield Line
LFT LFT $15.00
1D2 Transverse Marking.Thermoplastic,Pedestrian
Crossing EA EA $150.00
Lane Indication Arrow,White,'rhermoplastinc,
103 Transverse Marking EA EA X150.00
104 Handicap Sign EA EA $500.00
105 Handicap Emblem(Painted) EA EA $250.00
106 Snowplowable Raised Pavement Marker,Blue EA EA $250.00
107 Snowplowable Raised Pavement Marker,Yellow EA EA $62.40
3of4
CITY OF CARMEL
City of Carmel Project#16-ENG-31
Rangeline Road and 4th St.RAB/4th Street West of Monon Trail
PROJECT NO.16-ENG-31
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 911117 through 9130117
Item Description Quantity this Total Quantity Unit Total Pay Total Pay
No. EStirnate to Date Price this Estimate to Date
108 Building Demolition I:S 1.00 is 525,000.00 $25.000bO
109 Sanitary Sewer Manhole,Type I EA FA $10,280.33
110 15"PVC-SDR-26 Sanitary Main LFT LFT $83.14
111 Compacted Aggregate Backfill,Sanitary Main LFT LFT $39.57
Clean Sanitary Manhole,Rotate and Adjust Casting
112
to Grade EA EA $1,497.88
113 Core Existing Manhole EA EA $1,469.91
114 6"PVC Sanitary lateral LFT LFT $77.33
115 8"PVC Sanitary Lateral LFT LFT 585.53
Compacted Aggregate Backfill,Sanitary Sewer
116 Lateral LFT LFT $30.53
117 Sanitary Sewer Cleanout,Type 11 EA FA $524.70
118 12"D.I.Water Main 224.00 LFT 1556.50 LFT $90.22 $20,209.28 $140:427.43
119 Compacted Aggregate Backfill,Watermain 224.00 LFT 1556.50 LFT $18.74 $4,197.76 $29,168.81
120 Complete Fire Hydrant Assembly EA 4.00 EA $5,488.65 S21,954.60
]21 6"Tapping Valve and Saddle EA 1.00 EA $5,360.49 $5.360.49
122 12"Tapping Valve and Saddle EA 1.00 FA $7,165.43 $7.165.43
123 12"Gate Valve EA 7.00 EA $3,055.10 $21.385.70
124 B"Gate Valve EA 1.00 EA $1,611.39 51,611.39
125 4"Gate Valve EA EA $1,173.66
126 12"Connections EA 1.00 EA $3,505.85 $3.505.85
127 8"Connections 1.00 EA 2.00 EA $3,529.50 $3,529.50 $7,059.00
128 4"Connections 1.00 EA 1.00 EA $3,21.244 $3,217.44 $3,217.44
129 1 Longside Services 4.00 EA 4.00 EA $2,397.00 $9,588.00 59,588.00
130 IShortsideServices 4.00 EA 4.00 EA $1,175.63 $4,702.52 $4,702.52
131 2"Blow Off Assembly EA 3.00 FA $1,775.83 $5.327.49
132 Replace Meter Pit(undistributed) 3.00 EA 3.00 EA $3,453.97 $10,361.91 $10,361.91
133 Line Stop 12"(Undistributed) EA FA $8,341.77
134 Line Stop 8"(Undistributed) EA I EA $6,041.77
135 Line Stop 6"(Undistributed) EA EA $5,741.77
136 Team Inserta Valve 12"(Undistributed) EA EA $18.841.77
137 Team Inserta Valve 8"(Undistributed) EA EA $10,541.77
138 Team Inserta Valve 6"(Undistributed) EA EA $9,141.77
139 Valve Retirement 1.00 EA 1.00 FA $1.009.06 $1,009.06 $1,009.06
140 Hydrant Retirement EA EA $1,149.72
141 12"Concrete Cap for Watermain SYD SY D $44.27
142 Flowable Fill For Watermain CYD CYD $87.72
143 IDuke Energy Transmission Duct Bank LFT LFT $424.34
144 12'x fix 7'Electric Manhole Vault EA EA $33,465.72
145 Duke Energy Distribtuion Duct Bank I LFT LFT $343.22
146 Cured-In-Place Conduit Spot Repair LFT LFT $100.00
147 Trash Enclosure EA EA $11,929.29
148 Trench Drain LFT IFF $312.33
149 Archway Relocation 0,50 I'S 0.50 LS $239,237.56 $119,618.78 $119.618.78
150 Manhole,C-10 EA 2.00 EA $3,460.78 $6,921.56
15] Lighted Crosswalks.Change Order#f1 0,30 1S 0.30 LS $135,300.00 $40,590.00 $40,590.00
TOTAL $463,537.36 1 $983,652.19
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $463,537.36
TOTAL PAY TO DATE $983,652.19
4of4
CITY OF CARMEL
City of Carmel Project#16-ENG-31
Rangeline Road and 4th St.RABt 4th Street West of Monon Trail
PROJECT NO.16-ENG-31
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 911117 through 9130117
Item Description Quantity this Total Quantity Unit Total Pay jto
l Pay
No. Estimate to Date Price this Estimate ate
DEDUCT 10%RETAINAGE $98,365.22
DEDUCT PREVIOUS NET PAY ESTIMATES $468,103.35
NET PAY ESTIMATE NO. 03 $417,183.62
CrossRoad Engineers, PC czzyYek=ehz 10/5/2017
Inspecting Firm By Date
Rieth-Riley �pAvy 64" toll-51117-
Contractor By Date
_0 ® � o
= 2 2 f <
� mLl O O mC O
C) j k 0 � / n
n
f M. /
\ ? / / m / q
/ o k kcn o /
3
69 /
m ( § Q 2 O \
\ k \ \
_ _
0 5 > / \ c
\ CD
CD
$ 2 / M.-3 k /
/ \ CL j /
T. _
CL 3 /
o 0
\ / \
/ z |
to / w
/
/ ) } 2 / / / §
\ A 0 CD / / C: ?
ƒ q 0) \ G k §
7 § e
� & CD
\CD $ R 2
3C \
E § D
9 $ \ CD _ E -
§ 7 CD
& CD \ § =
J 0 a a m 3 E
/ } } \ _
2 k a - / a
w m S J 0 E
C J EF E * ƒ §
® B
) \
k/ e e c o � t ~
e ' m =
6 CD
\ -
Emƒ C -qm \ /
m
\ > \
o
\ p 2 a\ -
/ § \ C \ƒ m k w w
/ \
) o
D 3 z >
f/ ° / \ 2
§/ _ % \ /
\\
c=) 7
_f = G o o
� CD
o 0) c) D
\ oM cL E >
\ c� CD CL
� C M
_ / f
Q ƒ � \ / j E / r O
\ _ \ ± % i / Cr CD
�
«
a § E I / k n
CD cu M
3 2 ocD
E §q - ]
C \ it \ \ (
CL � \ / i
» k Q ƒ
< k o
m f z
® n
0 Q 2 2 E f «
> mT Q O O m = O
C:) k o 0
n
f / m
{ q / / \ /
/ § g \ z / / 0
/p w 2
} k 7 ? /
\ :3 - 0 /
\ CD cn
/ (0 0) / /
f ° � # q
\ / �
( k 2
% f K -n O
7 8 c
CD § q
|
� I
$
§ \ R / / / r-
{ < g M. 3 a k
A \ o w e r I
CD \ a a \ §
\ ) \
7 M -
y / k ECD
/
§ d o k \ n \
- l< n m . & i
§ 2 ¢! 3 \ a
J & a 7 / /
2 / / 2 � i
@ q & - co
S CL § e } m
a) z
\ f E
® e
cn
§ 7
k/ e 0c f
, m -
k/ rl)8 j ) \ _ -
e § ® \
\$ i D \
� e ) / #
nR p -n / @ $ _
85
\ \ § / 2 \
CD ^ D Z *
\[ ° \ FT c
} G
cL
cr
�<
® k
0 : f
,f » Q \ = O D
CD a
0 >
b)L7 _\ / M >
\ k k \ \ o R
7 .m / ƒ
/ D \ 7 / \ k O
» E / f O 7 J \
2 e R 2 0
§ E ; ƒ_ 2 CD
� m
c \ a °
§ \ # / \ \
[ \ / i
t > D Q ƒ
\ e .
2 @ i
I ® k
0 2 7 / «
m 0 O 2 q \ ?
jk O � 0 n
/ > > x $ # 3
n _0 e e m
\ q / / /
/ 0 z o / 0
b< w 2
/ m m0 � c
® :3 -n / %
\ CD
C / /
\ § \ g
0 c0 3 k /
/ � It x
> / k
a a 2 2
§ 0 Q a
7 2 2
% $ \ -n O
k \ E q
m § |
%
&
\
0 \ \ c 0
\ } o E e 7 I
° ° \ a g -n
§
7 a e
/ \ $ R «
CD a § \ § \
9 / \ 2 _ _ -
§ 7 & $ 3/ /
\
CD O \ \ /
_ CD / \ k
m ± - _
S G
CL - <
w m R J 0 E
C { � R
ƒ
7 & e
j 7
k/ e oo � *
N , m -
/ E - # mk %
_
cT cr
/\m \ CD
cL
cr-
)
o
' a P & (
n & 2 $ @ $ 0 _
\/ % 0 b z &
§ & § a 2 m 2 k k CcL
G R D 9 Z g
° =FT
3 §
3 CL
D 3
®f ) / O
;
\f / ( / (
CD a D
/7 k / \ > W
\ \ q_ o \
\ 2 > 7
n / % f / E / a § i 0
£ - z E g A cr
» # ƒ ; c _ \
� \ R § @ / & p
\ \ CD j
L
CD m\ ® c E (
[ q \ ƒ { ƒ
\ i.
\ k 57) ED
r ® o
Use :
P.O. '63aL12 goo- 1ZyL+t,28(oq 'S- 1 4 '1L(4. Sy
P.O. 3'5(.8( 900 -IZLILI (. 28(09 4,3I$. S4
CITY OF CARMEL 22oo—Ltasoloo '2,-429.90
TO: CONTRACT CHANGE ORDER NO.: 1 ?1 , -4 92 ' 9$
Rieth-Riley,Inc. DATE: January 10 2017
1751 W.Minnesota St. PROJECT NAME: 106''Street Beam Replacement
Indianapolis, IN 46221 CITY REQ.NO.: 16-INS-01
CITY PO NO.:
CITY PO DATE: ��
.�1
I. You are directed to make the following changes in this Contract:
Extend the MOT plan for masonry coatings. Also add a sandblasting and clear
concrete sealing operation for all gray colored concrete flatwork on entire bridge deck.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+) OR(-)DAYS
EW Item#0400 Maintaining Traffic 1.0 LS 67$7,673.00=$7,673.00 0 Days
EW Item#0410 Surface Seal 1.0 LS Cad$14,119.98=$14,119.98 122 Days
II. The following referenced Documents further describe the changes outlined in Paragraph I,and
are to be considered a part of this Change Order: R.F.P.: N/A W.D.C.No.: N/A
Other: Attached itemized change order documents from Rieth-Riley,Inc
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 308 396.65
Contract Price will be increased/decreased by this Change Order $_21,792-98
New Contract Price including this Change Order $ 330,189.63
Contract Time Prior to this Change Order September 1, 2016 Final Completion
Net increased/decreased resulting from this Change Order 122 Days
Current Contract Time including this Change Order December 31, 2016 Final Completion
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved:
Recommended Accepted:
American Structurepoint,Inc. Rieth-Riley, Inc.
ENGINEER CONTRACTORes Br ard=yor
7260 Shadeland Station 1751 W. Minnesota St.
Address Address Mary Bur , M r3iber
Indianapolis, IN 46256 Indianapolis, IN 46221
City/State/Zip Cijy/State/Zip Lori Wat ,Member
ATT; ?.
Jere WKZI-, Ci ng.
Phone: 317-547-5580 Phone: 317-634-5561 '
C y, Clerk- 1 -7
Treasurer
Date: 2- '�- 2,01-7 Date: �� Date: ��
. l
LEY CONSTRUCTION
IETHCO. INC.
"low
100% Quality • 100% Employee Owned o Over 100 Years i
I
i
August 25, 2016
Mr. Dave Machala
American Structurepoint
7260 Shadeland Station !
Indianapolis,IN 46526
RE: 1061h Street over Keystone Bridge Repair; Additional MOT for Coatings
Mr. Machala,
Rieth-Riley removed all of the drums, signage and arrow boards required to do lane closures on Keystone
earlier this month. We have now been directed to come back and perform the masonry coatings and surface '
seal. These items had previously been placed on hold due to the city's pending letting for coatings throughout
the Keystone corridor for later this year. Rieth-Riley will incur additional MOT cost due to bringing the traffic
devices back to the job and then setting up lane closures for Bridgesmith to perform their work. We would
have performed this work under previous closures prior to the substantial completion date.
Description Q Unit UIP Extension
EWA Additional MOT for Coatings-
1 LS $7,673.00 $7,673.00
If you have any questions or require additional information please do not hesitate to call meat 317/601-
3186
Respectfully submitted,
RIETH-RILEY CONSTRUCTION CO., INC.
Eric Jordan
Project Manager
Cc: Job file 3200625
P.O. Box 276 1751 W.Minnesota St.-Indianapolis,IN 46206 �' Phone:(317)634-5561 - www.rieth-riley.com
r
i
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT'
DATE: 8125/16 Work Performed:
CONTRACT: 3200625 PROJECT: 106th over Keystone Beam Replacement
FORCE ACCOUNT/EXTRA WORK FOR: Additional MOT to perform traffic steup for Bridgesmith Inc.to perfrom the coatings
at 106th street over Keystone.
i
LABOR 109.05(b)(1)
HOURS E
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.49 $0.00
CARPENTER FOREMAN 0.00 $28.99 $0.00
coMelNAnoN 0.00 $29.01 $0.00
FINISHER 0.00 $25.62 $0.00
FOREMAN 32.00 32.00 $34.15 $1,092.80
LABORER 64.00 64.00 $23.62 $1,511.68
MECHANIC 0.00 $33.15 $0.00
OPERATOR(103) 0.00 $33.15 $0.00
OPERATOR 841) 0.00 $31.80 $0.00
OPERATOR OILER(103) 0.00 $30.51 $0.00
QA TECH 0.00 $23.62 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $43.10 $0.00
TEAMSTER 0.00 $27.911 $0.00
TOTAL LABOR $2,604.48 (2)
FICAtF:; ,:.;..;
;: i-7:50< % x LINE(2) $195.34 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $18.20 = $0.00
CARPENTER FOREMAN 0.00 X $18.20 = $0.00
COMBINATION 0.00 x $14.91 = $0.00
FINISHER 0.00 x $13.98 = $0.00
FOREMAN 32.00 x $17.06 = $545.92
LABORER 64.00 x $13.96 - $893.44
MECHANIC 0.00 X $17.06 - $0.00
OPERATOR(103) 0.00 X $17.06 = $0.00
OPERATOR(841) 0.00 x $19.51 = $0.00
OPERATOR OILER(103) 0.00 x $17:06 = $0.00
QA TECH 0.00 X $13.961i $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $10-951 30-100
TEAMSTER 0.00 x $14.91 =
TOTAL FRINGES $1,439.36 (4)
WORKERS COMPENSATION % X LINE(2) $148.98 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE �-;5:80;;; % X LINE(2) $151.06 (6)
STATE UNEMPLOYMENT { ' $100.27 (7)
r_3i85 °� X LINE(2)
FEDERAL UNEMPLOYMENT Lq�4 % X LINE(2) $10.42 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE 113) $0.00 (9)
TOTAL LINES 2.3.4.5,6,7,8&9 $4,649.90 (10)
20%x LINE(10) $929.98 (11)
GRAND TOTAL LABOR LINES(10)+(11) $5,579.88 m)
Page 1 of 2
I
t
I
MATERIAL 109.05(b)(2)
FUMIUMOd or i
Manufactured Description Quangly Unit Unit Pdce Extenstion
S $
s g
S S
S S �
t
S $
S s
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $0.00 (19)
' I
TOTAL LINE(18)+(19) $0,00 (20)
12%x LINE(20) $0.00 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) 50.00 (22) 1
EQUIPMENT 109.05(b)(4)
Equipment it CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
314 Ton Pidw Truck 526.30 24.00 $631.20
S0•00 $0.00
30.00 $0.00
$0.00
$0.00
$0•00 $0.00
$0•00 $0.00
$0.00 $0.00
So•00 $0.00
Trudcng=Sblaghl Time $0.00 --0
Truddng-Over Time 50.00
Trudit-Double Time 50.000.00
TOTAL EQUIPMENT $631,20 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $ .00 (25)
TOTAL LINES(23)+(24)+(25) 631.20 (28)
12%x LINE(26) $75.74 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $706.94 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
Arrow Board(2 EA x$325/week $650.00
TypeASigns( $300.00
Drums wl lights 70 EA x$.65/da $227.50 f
s
TOTAL SUBCONTRACT WEEK ENDING $1.177.50 (29) t
10%x LINE(30)$3,000.00 OR LESS $117,75 (31)
7%x LINE(30)OVER 53,000.00 $0,00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $1,295.25 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $7,582.08 (34)
% BOND RATE BASED UPON LINE(34) $83.40 (35)
10%x LINE(35) $8.34 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $7,1373.82 (37)
Page 2 of 2
Project Change Order Budget
Client Project# 16-INS-01 R-R Project M 3200625
Date: 10/18/2016 Work Performed:
Project Name: 106TH St over Keystone Beam Replacement Change Order#: 1
Pay Item# R-R Cost Code:
Description: Sandblast and Seal Path-Partial Sub Addendum: Not Needed
Quantity: 2500 Unit: SF
Revenue: $ 14,119.98 Cost: $ 11,907.54
Unit Price: $ 5.65 Unit Cost: $ 4.76
Cost Breakdown
Labor Equipment- Material Trucking Expense Sub
$ 7,684.04 $ 2,218.50 $ 2,005.00 $
Created By: JCD
Checked By: JCD
Page 1 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 10/18/16 Work Performed:
CONTRACT. 16-INS-01 PROJECT: 106TH over Keystone.Beam Replacementy
FORCE ACCOUNT/EXTRA WORK FOR: Sandblast and'Seal Decorative-Partial
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION t
2 Laborers '8D.o0 20.00 100.00 $25.87 $2,845.70
1 Foreman 40.00 10.00 50.00 $27.37 '$1,505.35
#REFI 0.00 .$28.06 $0.00
#REFI 0.00 $25.62 $0.00
#REFI 0.00 $31.25 $0.00
#REFI 0.00 $23.62 $0.00
#REFI 0.00 $30.25 $0.00
#REFI 0.00 $30.25 $0.00
#REFI 0.00 $29.25 $0.00
#REFI 0.00 $28.53 $0.00
#REFI 0.00 $23.62 $0.00
#REFI 0.00 $41.08 $0.00
#REFI 0.00 $26.81 $0.00
TOTAL LABOR $4,351.05 (2)
FICA 50`;};t: % x LINE(2) $326.33 (3) i
FRdUGES
EMPLOYEE HOURS RATE EXTENSION
2 Laborers 100.00 x $15.47 = $1,547.00
1 Foreman 50.00 X . $15.47 = $773.50
#REFI 0.00 x $11.86 = $0.00
#REFI 0.00 x $11.86 = $0.00
#REFI 0.00 x '$11.86 = $0.00
#REFI 0.00 x $11.86 = $0.00 ;
#REFI 0.00 x $14.56 = $0.00
#REFI 0.00 x $14.56 = $0.00
#REFI 0.00 x $16.16 = $0.00
#REFI 0.00 x $14.56 - $0.00
*REFI 0.00 x $11.86 = $0.00
#REFI 0.00 x $10.00 = $0.00
#REFI 0.00 x $11.90 = $0.00
TOTAL FRINGES $2,320.50 (4)
WORKERS COMPENSATION ;'S 7F1ri % X LINE(2) $248.88 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE 58f)c % X LINE(2) $252.36 (6)
STATE UNEMPLOYMENT 385+ % X LINE(2) $167.52 (7) i
FEDERAL UNEMPLOYMENT OO % X LINE(2) $17.40 (a)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3.4,5.6.7.6&9 $7,684.04 (10)
20%x LINE(16) $1,536.81 (11) j
GRAND TOTAL LABOR LINES(10)+(I 1) $9,220.85 (12)
Page 1 of 2
i
i
1
f
1
MATERIAL 109.06(b)(3)
Manuledured Oesedptlon Quantity Unit Unh Price Exlensilon
P Black Beauty Blod Sand 30.00 B . .S 14.75 $ 442.50
P Cure and Seai 15.00 Gown .8. 97.50 S 1,482.50
P P 2.00 sheat S 50.00 S 100.00
• S
- 3 i
S t
MATERWLSPURCHASED $2,005.00(18)
MATERIALS MANUFACTURED 50.00(10)
TOTAL:UNE(1B)+(19) 52,005.00(2o)
12%x LINE(20) $240.60(21)
GRAND TOTAL FOR MATERIALS:UNE(20)+(21) 32,245.60(22)
EQUIPMENT 109.05(b)(4) wdew
CONTRACTOR OWI46DEQUIPMENT FMYANOYRLYRATE HOURS EXTENSION
0 AU Commsm 185 CFM $23.03 50.00 S1,151.50
0 Sand Bled Pot $11.75 40.00 $470.00
0 314 Ton Pickup Torek 511.94 .50,00 $597.00 j
0 SO.00 $0.00 1
0 $0.00 $0.00
0 $0.00 $0.00 )
0*REFI $0.00 $0.00
0 mwl $0.00 $0.00
0*REFI
$0.00 :'' $0.00
*REFI 30.00 '
*REFI $0.00
0*REFI 50.00 p. ,
TOTAL EQUIPMENT $2,218.50(23)
TOTAL TRUCKING (24) '
FUEL.LUBRICANTS AND TRANSPORTATION COSTS aG(25)
TOTAL LINES(23)+(24)+(25) S2.218.5T(26)
12%x LINE(26) 66.2 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) � .�(28)
SUBCONTRACTORS 709.05(b)(B)
c '
DESCRIPTION
TOTAL SUBCONTRACT WEEK ENDING $0.00(29)
10%x LINE(30)S3.000.00 OR LESS $0.00(31)
7%x LINE M)OVER 53,000.00 $0.00(32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)•(32) $0.00(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL UNES(12),(17),(22),(2$)&(33) $13,951.17(34)
1.,.( X OF BOND RATE BASED UPON LINE(34) $153.48(35)
10%x LINE(35) $15.35(38)
TOTAL EXTRA WORK ONES:(34)+(35)+06) $14,119.98(37)
Page 2 of 2
i
John Durachta
From: Buck Quigley<bquigley@JobStteSupply.com>
Sent: Tuesday, October 18, 20161:50 PM
To: John Durachta
Subject: FW: RIETH/JOHN
Here you go
Sorry for the delay
I can not find any square footage on sand or black beauty
From: Buck Quigley
Sent:Tuesday, October 18, 2016 1:43 PM
To: Buck Quigley
Subject: RIETH/JOHN
JOBSITE SUPPLY
REMIT TO:
624 South Missouri, Suite 300 SALES QUOTE
Indianapolis, IN 46225
(317)684-
7474
Sales Quote Number: 42432
Sales Quote Date:
I
Page: 1
Sell Ship
To: A/P To: A/P
RIETH-RILEY CONSTRUCTION
CO. RIETH-RILEY CONSTRUCTION CO.
PO BOX 276 PO BOX 276
INDIANAPOLIS, IN 46206 INDIANAPOLIS, IN 46206
. i
i
Customer ID REITHRILEY i
Ship Via
Terms 1/2% 10 Net 30 Salesperson BUCK QUIGLEY
1 i
i
Item No. Description Unit Quantity Unit Price Total Price
FS100 SILICA SAND#100(30/SKD) BG 1 11.32 11.32
BBSS BLACK BEAUTY MED(2040) BG 1 14.75 14.75
30/SKD
JSCURELV19 JS CURE AND SEAL LV 5 GAL GAL 5 19.50 97.50
apply at 200sf per gallon
Subtotal: 123.57
Amount Subject .Amount Exempt
to Sales Tax from Sales Tax Invoice Discount: 0.00
123.57 0.00 Sales Tax: 8.65
Total: 132.22
This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may
contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail(or
the person responsible for delivering this document to the intended recipient),you are hereby notified that any
dissemination, distribution,printing or copying of this e-mail, and any attachment thereto, is strictly prohibited.
If you have received this e-mail in error,please respond to the individual sending the message,and permanently
delete the original and any copy of any e-mail and printout thereof. * This e-mail and any attachments thereto,
are intended only for use by the addressee(s)named herein and may.contain legally privileged and/or
confidential information. If you are not the intended recipient of this e-mail(or the person responsible for
delivering this document to the intended recipient),you are hereby notified that any dissemination, distribution,
printing or copying of this e-mail,and any attachment thereto, is strictly prohibited. If you have received this e-
mail in error,please respond to the individual sending the message,and permanently delete the original and any
copy of any e-mail and printout thereof.
2