R-33-05 Authorizing Award Of Contract For The Hermes Avenue Reconstruction: Peiffer Stree To Jayne StreetRESOLUTION _�3-o,
RESOLUTION AUTHORIZING AWARD OF CONTRACT
FOR THE HERMES AVENUE RECONSTRUCTION:
PEIFFER STREET TO JAYNE STREET
WHEREAS, the Village of Lemont requires that the Hermes Avenue Reconstruction:
Peiffer Street to Jayne Street project be completed; and
WHEREAS, the Village seeks to utilize the construction firm of Cabo Construction Inc. for
such work; and
WHEREAS, Cabo Construction Inc. submitted a low bid for such work in the amount of
$142,442.35, and erroneously submitted an incorrect unit price for curb and gutter, which it
asks the Village for consideration.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
Contract in the amount of $142,442.35, and Change Order No. 1, in the net addition of
$9,670.00, with Cabo Construction Inc. is hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE
VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DuPAGE, ILLINOIS, on this
_day of , 2005.
AYES NAYS PASSED ABSENT
Debby Blatzer
Peter Coules
Clifford Miklos
Brian Reaves
Ronald Stapleton
Jeanette Virgilio
v
Approved by me this a,7 day of
Attest:
/f A MVillage Clerk
2005.
OHN F. PIAZZA, Village President
Approved as to form:
JOHN ANTONOPOULOS, Village Attorney
Date: June , 2005
0
m
C
0
0)
0
0
LL
0
z
0
F
J
F
Date: 6/20/2005
PROJECT NO : 04337
0
O
0 4)
u 41
2B
N co
O 4)
0 c
u • m
O c O
E
0 > 4)
o
al
f0 t _
W
d d
'>10.
Z
0
P
0
2
W
0
U
W
W
z0
00
A. Lamp Concrete Contractors
800 W. Irving Park Road
Schaumburg, IL. 60193
5% Bid Bond
y
0
E
0 0 0 0 0
0 0 0
0 0
O N 0 0 0
O m--
N
8 8 8 8 8 ° ° ° ° °
8 0
O 0 r N 0 Q 0 0 0 O
0 0 0 66606
N N' 0 N CI N Q
° 0 ° ° 0
0.-O
10 0 M
0 N N 10
0 10 0i - O
0 ° 8 8 00
8 6664
4, 43 3
O m 0) m
8 8 8 8 8
6666,i
p1822
Q M V -
88800 0 0 00
4 6 6 8 8 S 8
O N. 1. 0 0 0 0
N r N m O N
I 224,431.001
C066666
C
a
0 0 0 0 0
00000 0 0 0
0 0
00 O Q M O
OO �
l0
0 0 0 0 0
0 0 0 0 0
0 4 0 0 0
04000 U N
N �- N
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
Q 0 0 00000
- m YI
0 0 0 0 0
0 0 0 0 0
001000
N r
0 0 0 0 0
0 0 0 0 0
O N m O N
m N
0 0 0 0 0
0 0 0 0 0
_
66666 V'V M
` N Q Q
0 0 0 0 0 00
0 0 0 0 0 00
N n N m 66
0 0
O YI
Kovilic Construction
3721 N. Camation Street
Franklin Park, IL. 60131
5% Bid Bond
t82',..2.88
O
E
<
o O o O
0 0 0 0 0
6 6 6 6 6
0Q m N
'
o 0 0 0 o
0 8 0 0 0
6 0 0 6 6
p O r O O
W
8 8 8 8 8
6 6 6 6 6
888210
1V
88888
D 8 O N p
O N O N M
M N W
00 0000
6 0 0 0 m
(0 ' 202
0 0M
0 0 0 0 0
6 6 6 6 6
0 N 80 2
) < V
00000 0 0 00 00
6 6 6 6 6 O 0
N r n O O O O
G Q n N N
221,449.001
« m
C
DapNM
8 8 8 8 8
o o . 08 .
O Q
8888 8 8 8 88
88888
pr n S S 0 0 0 0 0
N O 0 N O O N
‘MN
00000 8 8 8 8
r N m Q N 0
0 0000
0 60 0 0
r N
0 0 0 0 0
O M O O N
O O Q N
00000 r 0 8 M
N Q r 0 0
0 0
00
NN
Construction
13769 Main Street
Lemont, IL. 60439
5% Bid Bond
Amount
8 8 8 8 8 8 8 8 8 8
0 6 6 6 6 6 6 6 6 6
O N S p S 2410 2, 2
O 0 r M N N,- N
8 8 8 8 8
66666
8 m N 0 0
. 0 r V
8 8 8 8
0 0 0 0 n
1M Q 0
O 0 0 N
O 0000 00000 00000 8 O
N 8 N r r 8 8 8 8 0 ' M 0 0 S S S
O r M N M 0 M N ° r n yN O 0 0
r - N M 664-6 V 0 - 66
C
m
O
4
1
0
C U
T'
Dm
00000
0 6 6 6 6
O N 0 r
N
O)
00000
6 6 6 6 6
O Q O O
N IV
6 6 6 0 6
O O O m O
_ (V n
N °
40604
Q
S
O Q 0) O
°
O O 0 a
O a Q
00
. Q 0 0 O
' 0 0
66
roan
Cabo Construction
1300 Kllboum, #200
Chicago, IL 60623
5% Bid Bond
c-66-6
0
E
Q
0 0 0 0 0
0 0 (0 ) 0 0
0 y N ( ) y
O O I° N
M O Q
0 0 1° 0 0
001000
0 0 l° N 0
YI m m
N n 0 O 0)
O
0 0 0 0 0
00000
M O N 0 N
m O r O r
N 0 m m m
Q N
0 0 0 0 0
1000040
°) N O Of IO
°) N O N
0 r m W N
N m m n
0 0 0 0 0
0 1a 0 0 0
IO 6 6 4
1a 12 (O 0
N 0 0 0
I� N N Q
0 0 0 0 0
0 0 0 0 0
0 0 0 0 O
O 1° O f0 (0
O (0 0 M N
t+) Q N
0 0 0 0 0 00
0 0 0 0 0 00
64666 66
O oo pp pp
N 8 N 8 N M
Q 4e r C)
N
M
N
yy
O
V
Unit
Price
0 0 0 0 0
0 0 0 1 . 0
8,4c4:7;%1
of
0 0 0 0 0
0 O O O
O O 0 O
N M Q M
N O m
-
0 0 0 0 0
00000
0 O 1O G)
M O r N`
co m a)
c- Q
0 0 0 0 0
0)00040
V 0) (0 - M
N
0 (0(000
co ('41000
m ,-:666
N
0 0 0 0 0
0 0 0 0 0
0 0 0 6 6
010000
0 0 0 0 0 00
0 0 0 0 0 00
64666 O O
0 0
0-0.
H M
Engineers
Estimate
C
O
E
d
0 0 0 0 0
0 0 0 0 0
66666
O N N O Q
N 0 r V N
0 0 0 0 0
0 0 0 0 0
66666
8
O O
N- o- V
0 0 0 0 0
0 0 0 0 0
S p S p
fV Q M
0 0 0 0 0
00000 0 0 0 0
o
N O O OON N 8 O r
N S 0, 0 M Q p M
G e- e N O 0 C)
N
p 0 S S R
r M O N W
0 N M'-'-
o 0 0 0 0 o o
o
0 m O 8 8 8 S
0 0 0 0 0 0 0
60 Q Q M M
o
0
a
N
m
Bid Error Corrections:
Corrected Totals - - -
Over /Under - - --
Percent - - - -
0
C m
7 y
0 0 0 0 0 00000
6 6 6 0 6 6 0 6 6 6
O m Q 0 0
O m N O_ O
m N )- N
0 0 0 0 0 0 0
0 0 0
0601<6 0 6 0 6 6
00000 N
0.00 N
-a..7
O N O O O
O 6 0 6 6
N N
O O O O O
00666
N O M 0
O O O O S S S
6 0 6 4 4 66
00
00
M M
Quantity
.-NOON
0- N 0 0
N
0 1 0 10 _ 0 ) 0 M M
N Q
N ..
10 0 0 (0 r
O N O O
v000,-
r 0 0 r n
N 0 m (O m
r 0 M
0 0 0 0 0
m t° O N 0
N N 0 0 0
O 0 O
0 0 ti''',?
..
m
10
0
F
j-i
(I(�
Oj U U Q
W
MI-/-MT
U. Ua
L1,22..
2 2 T 2
(JUL)>:.0 U Q
W W W W
000)0,- 0
O )
~ 0000 LL LL
,0000
06000 J J
.2
i.
0
C
.
W
a
v
V
m
m
o Y
1Cy
d L
a E
a w°
a() ,511.
E>> g °
c o ro P
U m. M
IL
‘'Pc-=2 '
,0 0.
@ ro o m
1- F- W a d
"IA Y m
00
clolo
Y Y C C
E E 4 G
LL LL E E
-_ - _ Y L L
Y Y 4 LL LL
`u m na 17 F�
m m F F .5a0 m
m m a m E HIT `1
o08o E a
" fV OJ LL N 1_ y
N U �l --. 9 m
c0.a m o
U O n n °- r
a F F -212.=76 v v
p q
= m& C a F ♦T l 9
m 3 �1 a °U °
LL CO N m Ql H m a
°1 O O L
c € ^E LL inn SE
800,111 u° a c c E E
� m m -@
E y y U U H LL
o
Y >
o n
.
J Q a)
m m
ai Y ^�
> a o 0
(� ~ y U
m .@ Ev
X1{1 N a C_
"' m a m N
@° `m ro-g
°c °'= o
o E C N° N
U a°. g m (J Z
u s s U
C b m 0 e Y
E uEi 1D E E
>> ri>> r-a
ro° g
m a N m m
m
6 1V
e c m
Y N n
F
a
e m y N
° Jrl o s
8 2;,(-1
° Q 0_*1!_l!
e 0 m °°
0. Oj V E
IV LL () Y K
oats N
'c a u c
�' o m° o E
a N LL (i U Y
o Z c O m
s p 8 0 o a
S Y L C 2 2''
U
E T°c °)ab v
o E E .2
m o o
m 0006
1`r
N iO
Y C
1%.0
.>
2
Oa
). g Tg
�3 to
a E m
u(2 �.
,° °
7 E__ a
M C a 2 E
9 °3 '.2
° U m)-
c .4 h Uy
� Y C t a
E t0 ° mN
00( Y
ro a N
E C m O O)
4='522
2.2-g08
a i U Q
C C
1.7)(75
Y Y
To To
g g
to y v m
° m u
4 N ro Y
C C a 0
o a 9
7.00„T Q O
c c T d
° m m 0 J U
m E E c O
LL U 8 2 g
a v LL rn c
Y C C C 2
ro ro %6 N
0 0 0 0 0°
.0 0 0° °
N a a fi U) V
m
= Z
NMN
0/0400g
; V V V.2
0
V �
N NN
N NNN
NNNNOI
NM M
M M M OM O M
Junc 17, 2005
ONI'NT'LVCPiON CORP.
& WATER : XCAVATION : CONSTRUCTION MANAGEMENT
James L.Cainkar PE,PLS
Frank Novotny Associates, Inc.
82511Tidway Dri
Willowbrook, IL • 1527
Re: Village of nt
Hennes A c Reconstruction:
Peiffer Street Jayne Street
CABO C nstnu-tion Corp. regrets to inform you that a incorrect entry was made on item No.
24, "Combinat1 Concrete Curb & Gutter, Type B- 6.112 ".1hc unit pricc was supposed io be
$ 16.00 instead o $ 3.00. This mistake is obvious considering current market pricing.
Therefore CABO Construction will contact the bonding agent and inform them of this error.
We will advise rank Novotny & A..uxiates, Inc over the next ten working days regarding final
decision on this i. •ue_
1300 •' : • - , CHICAGO, IL 60627. PHONE: 773- 521 -2226 FAX: 773-521-2228
ove -J iwutOLd oos -i
-VIOd YIVSi :01 SOOT- 21 -Nnr
Date:
Contractor:
Illinois Department
of Transportation
June 21, 2005
I recommend that an addition be made to the above Contract.
Between Station
Request for Approval
of Change in Plans
Page 1 of
Counties Cook, DuPage & Will
Road District or Municipality Village of Lemont
Section Hermes Avenue
Request No. 1
Project No. 04337
N/A and Station N/A a net length of
(Do not fill in unless a change in length is involved.)
N/A
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices Show station location for major items.
Item
No
Description
Awarded
As Constructed
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
1
Traffic Control & Protection
L.S.
1
$ 3,100.00
1
$3,100.00
2
Tree Removal
U.D.
12
$ 504.00
12
$42.00
3
Earth Excavation
C.Y.
250
$ 10,562.50
250
$42.25
4
Porous Granular Embankment, Subgrade (PGES)
C.Y.
100
$ 4,175.00
100
641.75
5
Mailbox Relocation
EACH
12
$ 984.00
12
682.00
6
Moving Fire Hydrants
EACH
1
$ 1,550.00
1
61,550.00
7
Storm Sewers, RCP. 12" Diameter
FOOT
56
$ 1,736.00
56
631.00
8
Storm Sewers, RCP, 15" Diameter
FOOT
245
$ 10,816.75
245
$44.15
9
Catch Basins, Type C, 2' -Dia., Type 11 Frame & Grate
EACH
1
$ 1,015.00
1
61,015.00
10
Catch Basins, Type A, 4' -Dia., Type 11 Frame & Grate
EACH
1
$ 1,930.00
1
61,930.00
11
Inlets, Type A, Type 11 Frame & Grate
EACH
1
$ 838.00
1
$638.00
12
Manholes, Type A, 4' -Dia., Type 11 Frame And Grate
EACH
1
$ 1,900.00
1
61,900.00
13
Manholes, Type A, 5' -Dia., Type 11 Frame And Grate
EACH
1
$ 4,875.00
1
$4,875.00
14
Trench Badcell
C.Y.
115
$ 2,300.00
115
$20.00
15
Frames And Lids To Be Adjusted
EACH
3
$ 375.00
3
$125.00
16
Bituminous Concrete Base Course, Superpave, 6'
S.V.
1408
$ 21,049.60
1408
$14.95
17
Pavement Removal
S.V.
1020
$ 9,792.00
1020
69.60
18
Sub -Base Granular Material, Type B, 4"
S.V.
1600
$ 8,320.00
1600
65.20
19
Bituminous Materials (Prime Coat)
GAL.
606
$ 909.00
606
61.50
20
Bituminous Concrete Binder Course, Superpave,
Mixture C, N50, 1 -1/2"
TON
127
$ 7,556.50
127
659.50
21
Bituminous Concrete Surface Course, Superpave
TON
127
$ 7,556.50
127
$59.50
Mixture D, N50, 1.112"
22
Geotechnlcal Fabric For Ground Stabilization
S.Y.
1730
$ 2,162.50
1730
61.25
23
Combination Curb & Gutter Removal
FOOT
80
$ 260.00
80
63.25
24
Combination Concrete Curb & Gutter, Type 6-6.12
FOOT
967
$ 2,901.00
967
$3.00
$2,901.00
25
Driveway Pavement Removal
S.V.
337
$ 4,044.00
337
612.00
26
Incidental Bituminous Surfacing (For Driveways), 2 -1/2"
TON
30
$ 3,000.00
30
$100.00
27
Portland Cement Concrete Driveway Pavement, 6"
S.Y.
66
$ 1,650.00
58
$25.00
28
Modular Retaining Wall System
S.F.
100
$ 4,000.00
100
$40.00
29
Class D Patches, Type II, 4"
S.Y.
20
$ 360.00
20
$18.00
30
Aggregate Base Course, Type 8, 6"
S.V.
160
$ 2,560.00
160
$16.00
31
Sidewalk Removal
S.F. 1012
$ 506.00
1012
60.50
32
Portland Cement Concrete Sidewalk, 5 -Inch
S.F. 1012
$ 4,554.00
1012
64.50
33
Portland Cement Concrete Sidewalk, 6 -Inch
S.F. 100
$ 500.00
100
65.00
34
Topsoil Fumish And Place, 4"
S.V. 1000
$ 3,500.00
1000
$3.50
35
Sodding
S.Y. , 1000
$ 6,000.00
1000
66.00
36
Construction Layout
L.S.
1
$ 1,500.00
1
$1,500.00
37
Insurance - OCP -O (Special)
L.S.
1
$ 3,300.00
1
$3,300.00
Change/Addition
24
Combination Concrete Curb & Gutter, Type B -6.12
FOOT
967
967
613.00
612,571,00
$ 142,442.35 Totals:
$ 12,571.00
$ 2,901.00
Total Net addition to date $ 9,670.00 which is 6.79% of Contract price. Net Change:
$ 9,870.00
$ -
State fully the nature and reason for the change:
Adjustment for as- constructed quantities in comparison to Plan quantities.
When the net increase or decrease in the cost of the contract is $10,000 or more or the time of completion is
increased or decreased by 30 days or more, one of the following statements shall be checked.
XX The undersigned determine that the circumstances which necessitate this change
were not reasonably foreseeable at the time the contract was signed.
The undersigned determine that the circumstances which necessitate this change
were not within the contemplation of the contract as signed.
The undersigned determine that this change is in the best interest of the local
agency and is authorized by law.
Signed:
Approved
i610-04/Ki,)
Page 2 of 2
Municipal Officer
Gary Holmes, Village Administrator
Title of Municipal Officer
June ,2005
Date
-'7‘:fjf.-----/4r—° Engineer
Date
Note: Make out separate form for change in length quantities.
Give net quantities only.
Submit 3 copies of this form to District Engineer (4 copies for road district)
If plans are required attach 3 sets.