HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/CO #2/-5,134.32/106th & Towne Road RAB – Project #16-ENG-39City of Carmel Project 16 -ENG -39
106th Street and Towne Road RAB
CHANGE ORDER #2
Extra work and revisions to existing contract items for the proposed roundabout.
Contract Price prig to this Change Order
$1,21 +,176.85
Contract Price wil I be decreased by this Change Order $5,134.32
New Contract Price including this Cliange Order $1,249.042.53
Amount
I Adjusted Contract
i Price
Cumulative % Change
from Original Contract
Original Contract $1,196,604.12
N/A
N/A
C01 $17,572.73
$1,214,176.85
1.5%
CO2 ($5,134.32)
` $1,209,042.53
1.0%
E,
i
1
TO:
CITY OF CARMEL
CONTRACT CHANGE ORDER NO.:)
DATE: 3-9-18
PROJECT NANIE: 16 -ENG -39 106"'. St 8 ToN\ ne Rd RAB
CITY REQ. NO.:
CITY PO NO.: 100 179
CITY PO DATE: 2/16/17 fig/ RO�Fo
�W
1, You are directed to make the following changes in this Contract:
See Page 3-4 for all. or all charges in contract
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+) OR (-)-DAYS
[I. The following referenced Documents further describe the changes outlined in Paragraph 1. and
are to be considered a part of this Change Order: R.F.P.: W.D.C. No.:
Other: Chancre Order'-)
The changes result in the following adjustment of' Contract Price and Contract Time:
Contract Price prior to this Change Order $1.214,176.85
Contract Price will be increaseddecreased by this Change Order $ (5.134.32)
New Contract Price including this Change Order $1.209,042.53
Contract Time Prior to this Change Order N/A Days N/A Completion Date
Net increased/decreased resulting from this Change Order N/A Days
Current Contract Time including this Change Order N/A Days N/A_ Completion Date
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:
C-4 A+1 DreTf7,
ENGINEER
[? 2 00 �l�Y Sre CR:1tsi y{,
Address
CONTR.ACTUR
0.0 glAnesoA-4i
Address
CityiState'Zip City/State!zip
By:
Phone: siN-710 -t- 1
Date--
/f /%
Date'
61(11"0
Christine S uley, Clerk -
Treasurer
Date:
Clark
Project No.' i6 -ENG -39
Description: 106th Street and Towne Road Roundabout
Type. Overrun, /Underrun & T&N1 Work
Summary: Balance to conract items and Additional T&M Work
Change Order Descdptton: This change order represents the overruns and under runs for the contract items- R also includes additional work that was
completed to adjus' curb ramp and gutter lines.
The Time and Material work: report'or the ADA ramp and gutter line adjustments attached. The ADA -amp and curb and
gutter adjustment work was completed due to grades shown In pians. They showed some fall around Che curb ramps but they
were very slight along the gutter line. it was very difficuit to meet these grades it.. the field.An agreement wos made that the
adju5zrneots would be compieted on T&M basis, Total for the T&M work totaled .$1.6,209„97„
The quanetity change; to the contract result in an underrun of 521,344,29 to the current authorized contract amount. The
original contract amount was 51,196,04,12, Changer Order 1 added $17,572..73 to the contract giving it a Project Amount of
$1,214,1 76>95. With this change order the reed project amount totals $1,209,042.53, That is wit^in 1% of the original
contract amount:
Awarded Project Amount: $1,196,60:,.12
Authorized Project Amount $1,214,1776.$$
Change Order Amount:
Revised Project Amount: $1,209,042.53
Quantity Changes:
3'c; No,
-
On?
J .i•1a PrcGI
Guar .v i...
BORR`L
CYS
S
1,0C 1
-..38,00f
S
SEDIMENT. REMOVE
TEMPORARY CONS 7:Or, Fi `:» ,
LS
3 1,4'S r)0
L�G
8
TEMPORARY RIPRf I rclbS IF _-::.
TON
1 V b.- j
i
TEMPORARY SILT FENCE
LFT
S
1.80
-r•'..:
7 FMPORARY SEED MIXTURE
LBS
S
0.26
- � a
SUBGRADE TREA:JAIENT. TYPE:: ill
SYS
$
3.34
��,C:i
060RR04V -
CYS
S
' 2.9:1 r?
Ni -3
i
STRUCTURE BACKFI" TYPE 1
CYS
5
` -28.:'5 .
-33.7.
FLOVlABLE BACKFILL, NO"EMOVABLE
CYS
S
50o 0:
COMPACTED AGORSOATE NO. 53 B.=.SE
TON
S
3' o-,
2'
MILLING. ASPHALT; 1 1,? IN -- ---
SY5S
- 5 v`-
-87 95
22
MMA PATCHING: TYPE C
TDN
5
120.00
14 nrl
23
HMA SURFACE. TYPE B; 41,5 MM
TON
$
12iYwn
15-0F
24
HMA SURFACE. TYPE C, 9.5 MM
TON
S
_ 'r nL
2194g•,T5p.
°: :.
25
HMA INTE:RMEDtATE. TYPE S. 19.0 rv1M...
TON
a
1a,OC
413.35
34.395: '
26
HMA INTERMEDIATE, TYPE C. 110 MM
TON
S
50.00
-107:61
-
s
27
Hktk BASE TYPE C. 25 C MM
TON
S
57,00
-122-30
23
HNIA INTERMEDIA I E. IYP E C. OG, 19.0 MM
TON
S
5x.00
417
$2.563,&:
n1
CURB RAMP. CONCR_ "T
SYS
S
194, 00
-65,u}
32
DETECTABLE WARNING SURFACES
SYS
$
40.00
-1.72
33
BARRIER CURB AT RAO TURN APRON
LFT
S
24,00.
-2.041
i4
34
CURB AND GUTTER, CONCRETE, TYPE II
LFT
S
2200
-25,W
-
35
CURB AND GUTTER, CONCRETE. TYPE III
LFT
$
23.,50
314,00
sa ; e8 fP:
36
CENTER r%1JR6. A. CONCRETE
SYS
$
11L-00
43,22
-
S5
CUPS AND GUTTER. COMBINE,-
LFT
$
14,00
-437.4C1
42
M:ONUtr1ENT-. SECTION CO:i":EP
EACH
S
.^0C.00
]..00
44
GEOTEXTILES
f SYS
1
10,27.
-13.4
4s...
RIPRAP, CLASS 2
y TON
$
53175
-4.03
47
MOBILIZATION AND DEMOW. IZATION FOR SEEDING
° r A H.
S
50.00
-100
48
FERTILIZER
TON
S
5CC400
-1-00?
--j
53
PIPE, TYPE 2, CIRCULAR, 36 IN
i..FT
S
386.00
a.0C
-
54
PIPE. TYPE 4. CIRCULAR, 61N
i ..FT
$
8.75
-361,01;
1
55
PIPE, UNOERDRAIN, OUTLET 61N
_FT
12,: j
-13200
56
PIPE, TYPE 2. CIRCULAR, 12 IN
LFT
S
62.60
-3^..6C
57
PIPE. TYPE 2, CIRCULAR, 15 IN
UT
$
141"'1"',
9.it6
$423.
56
PIPE TYPE 2, CIRCULAR. 21 IN
LFT
-S
" 52.90
150
80
VIDEO INSPECTION FOR PIPE
LF r
$
1.26
-2 593 fA
42
ADJUST TO GRADE, VALVE BOX
EACH
$
473,33
-s OJ
54
GGREGATE FOR UNDERDRAINS
CYS
$
56.00
-25.55
64,GEOTEXT'iLES
FORUNDERDRAIN
SYS
$
1,6_
313.50
68
CASTING, ADJUST TO GRADE, TYPE 4
TACH
S
C-361 K;
-S.;r-
New Items:
kem No 00 1 unprice I W.n,
ly P -XV MA WO CWS NIODWWATIONIS I LS I 5'B sMW I ill VOM40 1
New Items j SIS,209.97
I Change Zrd Fir Toral I IS n» 77,
vl�
41e#1 Phov
TnE, WWW� RnWWKC%-,
LFT
$
2W.0c
&3
HMRAW WnST
E-;-,1,
S 2.,&21.10G
BS
CIO' STRQC-90N S!CN,
7AGH
B
1 aza--
66
nom
EACH
S
200 NO
SNOW
all
DETOuR PrIVYZ 1ARKEP
EMH
S
f!,:Zc
ill,
F
U&SAUCTION SIGk A
EACH
S
CORINOWN &GN
lux
I
coo
500
=M 10
EMOCnE M -A
yl
b
c,
-23,OC
93
57
07
S
vo j
Wo
us
lot
WNDOT PVC 2 in
70
$
T"T
�05-wl
133
CONOWT PVC 4 IN
5
izm
4M00
SAW ow
104
70NDUITIjr AIN WITH 3A 25 MTERDVTS
-Fr
$
15,�:)
111 5 z 0
105
cMIWTpw4Ilj',%,llH,4-I
U 02 X
57
MINE X"W NO MGT 4 in
LOT
S
.it llao
509,; 0�
lie
TRANSVERSE .MARKING, THERWPLASNC CRASIo< ME W
L.Fr
5
4zo
N�,
ou'l
SRU Ol
IN
LLKE -�-QEPKN&jOQPLXA_l�TC BIWOKEN WME, 41N
LFT
3
a5o
1100
121
Ll`tE, T�4ERIVIOPL-A371& DMED.,AHITE 8 IN
2 N3
11,0113
us cc)
10
FL to' -. ET 77 �VVwf) TPLAA S T 0 0 0 U ED, WHITE, S 1, J
YT
1 SD
14
$21 oc
125
LINE T-ERMRAS7!Q SOLID AEUOW 4 1%
&T
Is
050
FOG
S5 CC.,
1-9.
RAISE-? PAvENIENT WRK<ER
.:4.'.y.;,:?
130
LINE. T-iERVOP_ASTr,. SOi:-D. YELi..07-5 Fj
-=7
3
i -.30
2&'J,
21
QTWY E)QaWQ&N HUE
DYCH
$ 1,444,00
152
SIDEPtALK. CONCRETE 4 i -N
SYS
6
4.72d
sssj
SLA� I 0 �?
iZ3
CDUJT, PV:,. I IN
CC.: D:;11
-FT
I.,
G E,,) V. TYPE I
I
Zle
Ll,ml
5["
S7REET SiGNNS - CARW,,'� i s rAW'.-ARD�-!
"I
$
2,6C7.E5
I SS
I
3000
ILOMW 0=71 Chwwwl
;521.3-13,29)
New Items:
kem No 00 1 unprice I W.n,
ly P -XV MA WO CWS NIODWWATIONIS I LS I 5'B sMW I ill VOM40 1
New Items j SIS,209.97
I Change Zrd Fir Toral I IS n» 77,
vl�
41e#1 Phov
Memo
To: Doug Haney, Corporation Counsel
From: Lisa Scott
CC: Jeremy Kashman
Date: 06/27/18
Re: C.O. #2 Project #16 -ENG -39106' St. & Towne Road RAB
Doug, please find attached 1 original of same change order for project #16 -ENG -39 106th & Towne Rd RAB. Please
review & initial for the next BPW Meeting.
Change Order #2- Original Contract Amount: $1,196,604.12 Decrease: $5,134.32 New Contract Amount
$1,209,042.53
Thank you,
Lisa Scott
0 Page 1