HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/CO #2/-21,730.83/116th & Towne Road RAB – Project #16-ENG-53City of Carmel Project 16 -ENG -53
116th Street and Towne Road RAB
CHANGE ORDER #2
Extra work and revisions to existing contract items for the proposed roundabout.
Contract Price prior to this Change Order $1,231,067.88
Contract Price will be decreased by this Change Order $21,730.83
New Contract Price including this Change Order $1,209,337.05
Original Contract
Amount
$1,099,625.56
....... _
Adjusted Contract Cumulative % Change
Price from Original Contract
N/A N/A
$1,231,067.88 12%
Col
$131,442.32 _
�
cot
($21730.83) �
,
-
33705 10%
$12119, .
,
CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.: 2
DATE: 3-9-18
PROJECTNAME: 16-F,NG-53 l I St & Towne R.d RAB
CITY REQ. NO.:
CITY PO NO.: 100178
CITY PO DATE: 2/16/17
_. Qeo�
���
I. You are directed to make the following changes in this Contract:
See Page 3-4 for all for all changes in contract v
0
SCHEDULED ADJUSTMENT
ITEM AMOUNT (t1_(Kf _L QAYS
17. The following referenced Documents further describe the changes outlined inParagraph I, and
are to be considered a part of this Change Order: R.F.P,:__z _W.D.C. No.:
Other:.,Cha. nge Order..2_._.._._.... .....
The changes result in the following adjustment of. Contract Price and Contract Time:
Contract Price prior to this Change Order $ l,?31.067.88
Contract Price will be increased/decreased by this Change Order $_(21,730.83)
New Contract Price including this Change Order $1,209 ,337 0
Contract Time Prior to this Change Order N/A Days N/A Completion Date
Net increased; decreased resulting from this Change Order_ ._NLA 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: 14
Lt.�R ce i.e INCE
F,NGII EE'R
boa
.Address
silerE $o0
City/S tatelzip
By:
Phone: 5��-Zle-•ZR!!'T �
Date:
X��>• N - h � �e >rl S�Fu C�l�l'i
CONTRACT( ii
Address
CitylStat lil,
Date: _S -11`1,F
ATT S:
hristine S. A auley, Clerk -
Treasurer ,p�i�
Date: --7 a
Project No.: 16 -ENG -53
D escr I o ti o n: 116th Street and Towne Road Roundabout
Tope: Overrun/Underrun
Summary; Balance to contract Items
Change Order Description: This change order represents the overruns and underruns fur the conuact Items. The totals for (hese items resulted in an overall
underrun of $22973,93
The addition of two pey items were needed to complete the new lighting work on the project. It was determined that a new
meter/meter base was needed to proped,/ operate the lighting installed on the project. Per IPL requirements contractors are to
Install steel conduit from the controller caWnet aril stubbed up to the utility pole from where power would be fed„ The new 200
amp meter base costs SS50.00/11ACH and the steel conduit has a price at S2340/1.FT, Approximately 30 LFT of pipe will be
needed for a total of $693.00. These two items MR add $1243.00 to the contract.
The two combined change: to the contract ra;utt M an ovefad underrun of S21,730,83 to the current contract amount. The
original contract amount was $1,^.99,fi25,56. Change Order 1 added $131,442,32 to the contrad giving it a project amount of
$1,231,067.88, With this change order the revised project amount now totals 51,209,337,05. TMs amount is just under 1011 of
the original contract amount
Awarded Project Amount: $1,099,625.56
Authorized Prolou Amount: $1,131,067,88
Change Order Amount:
Revised Project Amount: $1,209,337.05
Quantity Changes:
Rein No
Description
uli
Unit Fries
OuanuN
Amount
5
7..'TEhiPC^BARN
ACRROW
GGA IuTRUCTION ENTP,APiCF.IEXIT
CYS
LS
S 1.:30
S 117:.00
-298,00
-100
32199 001
(51.475.001
a
TEMPORARY INLET PROTECTI(JN, CURB
EACH
$
80.00.
•30,OU
132.400,001
1n
TE&WOPMYIt4i.ETPF40TECTION,DITCH
EACH
i
00.00
.11100
{5800.00)
1t
TEMPORARY MULCH '
Toni
S
39G.0U
•9.UQ
($3,5 tO.wl
12
TEMPORARY SILT` FENCE
LFT
.$
1,00
-4:142,00
111,455 601
17
TEMPORARY SEED MRCTURs
LBS
5
0,25
-37210
(593.00)
14
SUDGRADETREATMENT TYPE 11
M
3
312
-144.00
($51.5.,181
16
17
ABORROW
STRUCTURE BACKFILL, TYPE I
CYS
CYS
i
v
28,.05
28.4)1
540.30
-71130
,. 165 42
($2.047,85)
19
COMPACTED AGGREGATE N0.53 8bS j
TON
S
29.43
7724
$2.27317
20
MODENINO WITH MMA, TYPE C
TON
i
130.00
8,01
x1,041.30
21
MILL'14G. ASPHALT,1 ir21N
SYS
3
2.09
343.00
$71087
23
HMA SURrAGE, TYPE B, 9.6 MM
TON
$
116.00
19.67
11,862.05
24
RMA, St,1RFACE, TYPE C. 9.5 Mhz
TON
3
76,00
16.05
$1.143,60
25
HMA INTERMWATG, TYPE 9,19,0 MIA
TON
S
61.00
19.45
31.576.26
26
HMA INTERMEDIATE, TYPE C.18.0 MM
TON
S
63.00
' -16.28
($1,025.54)
27
HMA BASE. TYPE C. 25.0 MM
TON
S
5100
-116.46
156.838.221
28
HMA INTERMEDIATE, TYPE C, 00. I" MM
TON
S
61,00
' 00.95
(34.939.78)
34
CURB RAMP, CONCRETE
SYS
3
10500
4,27
$83286
32
DETECTABLE WARNING SURFACES
SYS
$
30.00.
•5.45
($163 X01
33
BARRM CURB AT RA13 TURN APRON
LFT
3
25 00
1,00
$25.00
34
CURB AND GUTTER, CONCRETE. TYPE 0
LFT
3
20,00
-164.00
($9.280.00)
35
CUF48 AND GUTTER. CONCRETE, TYPE lit
LFT
S
21.30
-8.00
(51 20 Op)
36 _
CENTER CURD, A. CONCRETE
SYS
3
140.00
3.22
$4511,80
39 _
MODIFIED ROLL CURB
LFT
=
24,00.
-700 ---7i,
68
($168 00)
40
HMA FOR APPROACHES, TYPE C
TON
$
586.55.
72.00
(31,133.10)
42
MONUMENT, SECTION CORNERS
EACH
1
600,00
-Ica
($1100100)
43
13ENCII MARK POST
EACH
3
075 00
-2001
(51.350.00)
47
MOBILIZATION AND DEMOBILIZATION FOij SEEDING
-
EACH
$
60.00
-2.00
r_ ($j8o OM
48
FERTILIZER
_
TON
S
500.00
-110
35C0.00
49
TOPSOIL
CYS
$
24.32
7.00
$170.24
50
SODDING. NURSERY
SYS
$
3.50
5,835,00
$20,482.50
54
PIPE, TYPE 4. CIRCULAR, A IN
LFT
S
6.76
-282.00
ISs 760 5",
55
PIPE. UNDERORAIN.OUTLET 61N - -
LFT
$
12.00
-126,00
56
PIPE, TYPE 2, CIRCULAR. 12 IN
LFT
- 60.3
-40.Q0
($2,24020) '
60
64
VI DEO INSPECTION FOR PIPE _
AGGREGATE FOR UNDERORAINS
LFT
- CYS
S
$
2-t9
59.00
-758.()0
21.00
(3iAW02)
($1,239.00)
65
GUOTEXIILGtff FOR UNOERORAIN
SYS
5
1.65
309.UC
!$344.851
67
TRENCH DRAIN -
LFT
S
362,78
1.50
5544.17
00
CASTING, ADJUST TO QtRAGF, TYPE I _....
...A._.._
EACH
S
642.00
o
-2 U0
—(_.,1...
(5,284.005
99
CONSTRUCTION SIGN. A
EACH
S
15000
7 0 ,
$1.05300
92
eARRICAOE.III "A
Lf
$
6.00
3900
1215,00
93
6ARRICA.OE. 0140
irT
$
800
-4800
{LZII300;00;
90l
SIGN. GROUND MOUNTED RESET
EACH
S
200.00
•1.00
($200001
108
HANL-HOLE. LIGHTING
EACH
1
7.15.00
-t OQ
(6T75,00i
101
VYIRE.. XH4W, NO 4 COPPER, IN PLASTIC DUCT, 4 1 /C
,-.
r_.
LFT
$
11.00
-735A0
($8,085 001
112
_m___............_
,,AALF. POLE ClsiCIJIT THVJN. NO t0 COPPER, STRANDED 11C
I.fT
c
O b!:
-46000;
._......
(S.tia 0(V
117
WJSULATION LINK. WATERPROOFED
EACH
$
30.00
`-' $120"1.)
118
24'
LFT
S
—4.00
4.30 224,W.
$1 008.0(1
119
LINE, THERI, OPLASTIC, BROKEN. WHITE. 4 IN
LFT
j
0.50
141001
570 50
120
ONE, THERMOPLASTIC, SOLID. WHFT, 4I
LFT
S
0.50
180Q
58.00
121
LINE. THERMOPLASTIC, DOTTED, VIHiTF, 0 IN
LFT
$
2.00
t777i t777
5120,00
122
t.INE, THIFF(MO >L.ASTIC. DOTTED O IN
LFT
f1.54
22 00
(39.00
123
TEETHI, WHITE
LIT
S
10.00
4.00
14000 -
124
LINE. THERMOPLASTC, SOLID. WH E,81,
t.FT
$
1.00
12t„30
S1121,00
125
t 1NF. THEWOPLAST IC. SOLID. YELLOt`J. 4 IN
LFT
S
OSO
-17.00
126
YELLOW. 112
LFT
5
025
ABODO
($12225)
127
WL`ICATIONARRO`N,'FISliliOOK'
EACH
-E
2600
-24,00
(540.00)
128
INDICATIONARROW _
EACH
S
80,16,
-4.00
($327.00)
129
SNOWPLOWABLE RAISED PAVEMENT MARKERS
EACH
$
1.00
42,00
(S42001
130
LINE THERMOPLASTiC, SOLID, YELLO'N, BIN
LFT
6
1 00
480.00
� Saa, 00
133
CONDUIT, PtIC, 1 IN
LFT
$
9.00
-50,00
(mado1
134
MILLING, SCARIFICATION
SYS
$
500
-;740
($?05.00)
147
MOT FOR TIMSERfGUARDRAIL-GUILFORD RC
LS
S 1,783.B0
-LOU
(11.763,801
149
MOTFORR[C'TAMGULARRAPVU LASHING BEACONS
LS
S 8.100,21
.100
($9.190.21)
15A
STABILISATION
SYS
S
753
-185.40°
1$1,398,091
Sc4tsvfAl(IurpW1 pa-Is1
($22,973.131
New Items:
buo0a Order Tutal I(}213110.031
m - 'ek 5,- /-y
Contr a r_: o� Da;e
Memo
To: Doug Haney, Corporation Counsel
From: Lisa Scott
CC: Jeremy Kashman
Date: 06/28/18
Re: C.O. #2116th Street & Towne Road RAB Project #16 -ENG -53
Doug, please find attached 1 original of same change order for project #16 -ENG -53 116th & Towne RAB. Please
review & initial for the next BPW Meeting.
Change Order #2- Original Contract Amount: $1,099,625.56 Decrease: $21,730.83 New Contract Amount
$1,209,337.05
Thank you,
Lisa Scott
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