R-47-08 07/28/2008RESOLUTION
RESOLUTION AUTHORIZING AWARD OF CONTRACT
FOR THE ILLINOIS STREET WATER MAIN REPLACEMENT — PHASE 4 PROJECT
(FREMONT STREET TO HOLMES STREET)
WHEREAS, the Village of Lemont requires that the Illinois Street Water Main Replacement
— Phase 4 project be completed; and
WHEREAS, the Village seeks to utilize the construction firm of Suburban General
Construction, Inc. for such work; and
WHEREAS, Suburban General Construction, Inc. submitted a low bid for such work in the
amount of $154,422.00.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
Contract with Suburban General 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 28th
day of July, 2008.
Brian Reaves
Debby Blatzer
Peter Coules
Ron Stapleton
Clifford Milkos
Jeanette Virgilio
AYES NAYS PASSED ABSENT
v-
v
Approved by me this 28th day of July, 2008.
Attest:
HARLENE SMO LEN, Village Clerk
v
ARLENE SMOL N, Village Clerk
JO F. PIAZZA, Villag
esident
Approved as to form:
JOHN ANTONOPOULOS, Village Attorney
Date:
1
(ft21 Engineers/
Municipal (onsnitants
1+ank Novotny & Associates, In
825 Midway Drive • Willowbrook IL • ♦ 60527 • ♦ Telephone. (6.30)887 -8640 • ♦ Fax(&30)N8: -0139 c.
July 22, 2008
Mr. Gary Holmes
Administrator
Village of Lemont
418 Main Street
Lemont, Illinois 60439
Re: Illinois Street Water Main Replacement — Phase 4
Fremont Street to Holmes Street
Community Development Block Grant No. 07 -027
Dear Gary:
Listed below and on the attached °Bid Tabulation ", please find the results of the July 22, 2008 bid
opening for the above - captioned project. Five (5) bids were received and tabulated, with no errors
being found.
Suburban General Construction $ 154,422.00
Unique Plumbing Company 165,672.50
A. Lamp Concrete Contractors 180,000.00
Vian Construction Company 180,001.00
Dominic Fiordirosa Construction 219,821.00
Engineer's Estimate $ 150,300.50
The low bid submitted by Suburban General Construction, in the amount of $154,422.00, is $4,121.50
(2.874 %) above the Engineer's Estimate of $150,300.50. Since Suburban General Construction is
qualified to perform this type of work, we therefore recommend that the Contract be awarded to
Suburban General Construction, 1019 East 316` Street, LaGrange Park, IL 60526, in the amount
of $154,422.00.
Should you have any questions concerning this matter, please do not hesitate to contact me.
Very truly yours,
FRANK N OTNY AND ASSOCIATES, INC.
J . ainkar, P.E., P.L.S.
JLC /debi
Enclosure
cc: Mr. Dan Fielding, Director of Public Works, w /Enc.
Mr. Timothy Kleist, Cook County, w /Enc.
Project File No. 07099
s
TABULATION
PROJECT NO : 07099
O
N N
a
m c
E
(7
m
¢mm
m W
2,3E
43x8.
� o m
myn
N 0
.0E
Z E E
c L1.
z
0
a
0
W
0
U
W w
Z
Oa
rdirosa Constr.
y Boulevard
20
e
O
E
4
88888 88888
V°1E8EE EEEEE
N m
V tO a ary V N O O Cf a
88888
88�mE
Cf o ID
e N C
88888 888.88 88888 888
gF8mm88 gn°mmnE ?S8 S 8$8
N1.1 r a O m . d m . e -
N h h m N r 2 .- N
8
Oi
&
Unit
Price
12&00
100.00
150.00
130.00
4,000.00
2,000.
4,000.00
4,000.00
3,000.00
3,000.00
88888 88888 8888 8 88888 888
.14.-g 80V N p pN m C O C r.- pg 8
m N Y m
Wan Construction Co.
1041 Martha Street
EIK Grove Village, IL 60007
5% Bid Bond
88888
88888
C yog p088g
O m r - e N O--
E
4
88m 8 8 8
mOO
m- m e
8 888 8 8888 88888 888
88888
58O m 8p9 g 8 m pg" 888
N N- 0- N o g
8
p
m
Unit
Price
118.00
110.00
10.00
10.00
1,750.00
1,650.00
Z970.00
4,500.00
1,800.00
1,800.
88888 p8
' N N W g
N
88888 88888 88888 888
uE Om' g Nt7O N 14 OOOJ Og g§§ k N.
el < ``<, .-
A. Lamp Concrete Contr.
800 West Irving Park Road
Schaumburg, IL 60193
5% Bid Bond
Amount
28,050.00
5,520.00
3,120.00
2,860.00
1,700.00
1,350.00
2,500.00
1,500.00
1,000.00
• 1,500.00
8g8g8g8a8
.Oig00g
rd dN
$88888
b 88g8888 88888 8$888
Og 4g m OgONg Wag i O 800
Nr NO dm ‘t N . ^O
8
qr
8 8 888 808888
=8"g" .g 8 8$ 8
MIA: g- g- N r
8888 p88
'§ m g<
th -
p8 m8888 88888 88888 y88888
8 N m g "8" m 0 m[ 1 m 0 O l r 1 O O
N < H O
thing Company
7th Street
L 60513
88888 8$8g888
cg ° aTii X25 $§
C (mV O N-- t7 N e-
4
88888 yy QQ
.. Ai_35
m N N �[]
88888 588888 88888 88585�
?AM . oggg gg ao 25
r O N m .- r m .- N ..
[.pl
8
..
'
88�°
n
^ of '-
Unit
Price
70.00
60.00
93.00
48.00
1,655.00
825.00
3,000.00
2,800.00
1,800.00
1,800.00
88;28$
'84FSg
m N
p p p p p p p p p 88'488 p p p
8 0 8 8 0 8 8 8 8 8 8 8. 8
8 ggg "g" "4" N §$
- ti
Suburban General Constr.
1019 East 31st Street
LaGrange Park, IL 60528
5% Bid Bond
Amount
31,350.00
6,003.00
130.00
130.00
6,750.00
4,750.00
4.750.00
3,750.00
550.00
750.00
88888
Rscorig
ro ea N
88888 88888 88888 888
n28RY $eg 818 c'2i �2$ g 888 0.
n 6 d - O .- N�' cNi
8
o.
p88888 08o8888
C U W 0mn nN.0r0gv0r1
Dot m t•(
888808p
- X00
�0 .-
88888 88888 88888 888
88m Q eg moo$ -NN6 V OS8
� `1(j N�' .Ni
Engineers
Estimate
88888 $8888
C O O S N g 8 8 0 �0f1 .0
a N N N . N N--
o.
•
88888888
h O 0 O 0
d N W .7
$8O8p8p8p8 88888 88888 888888
0 0 0 g N g d O g g g g Oi g d O N
e. N Of �1 N ea-
.gll,
n
Bid Error Corrections:
Corrected Totals - --
Over t Under ----
Percent ---•
C 8 p0N 8 88880
r
m a co- .- N N
8t 8 8 88 $88$8
88888
- O g 8
6
88888 88888 88888
8888 888
o p0 Y pr O m m N O g
f m N
mn nn • I , se fM-1 'vas Amn ]nwuMVJn nla
q N N- '''''
`
o'
m N 8 �
m 8 y p N N p 8 8 2 p 0 p --
_
0
0
1-
=68,14,15,6 xxxxx
000
,r..:0=
00,,,-U
L1-1-,-5 x001 -L 1-F FEO OE2
ppp O >> �- 0000>-
Descri I tion
Water Main in Trench, Ductile Ron, 10'
Water Main in Trench, Ductile Iron, 6'
Restrained Joint (Mainrme), 10'
Restrained Joint (Mainline), 6'
Gate Valves, 10', with Cast Iron Valve Box
Gate Valves, 3', with Gast Iron Valve Box
Connection to Existing Water Main, 10'
Connection to Existing Water Main, 3'
Disconnect & Cap Existing Water Main, 3'
Disconnect & Cap Existing Water Main, 8'
Polyethylene Encasement
Fire Hydrants
Pipe Fittings (Mechanical Joints), Ductile Iron
Selected Granular Backlill, Compacted
Water Service Connection, Near Side, 1 -1/2'
Water Service Connection, Far Side, 1 -1/2'
Water Service Line, 1 -12'
Encasing Pipe, PVC (Schedule 40), 4'
Conduit in Trench, PVC (SDR 35). 6' Dia.
Fire Hydrants to be Removed .
Adjusting Sanitary Sewers, 8' or Less
Temporary Hot -Mix Asphalt Surfacing, 2'
Class D Patches, Type IV, 12'
Sidewalk Removal
Portland Cement Concrete Sidewalk, 5'
Combination Curb & Gutter Removal
Combination Concrete Curb & Gutter, Type B -8.18
Thermoplastic Pavement Marking - Line 4'
Thermoplastic Pavement Marking - Line 8'
Topsoil Furnish and Place. 4'
Sodding
Traffic Control & Protection
Insurance Provisklns - Complete
N 7 T N b r 600
i Z
....
.
b m- N N N N N
' N N N N N N . .I M