R-58-00 05/12/00RESOLUTION Rk 5et-
RESOLUTION AUTHORIZING AWARD OF CONTRACT TO
HOOK CONCRETE & CONSTRUCTION CO., INC. FOR THE
MC CARTHY ROAD SIDEWALK IMPROVEMENTS (PHASE II)
FOURTH STREET TO WOODCREST LANE
WHEREAS, the Village of Lemont requires public sidewalk construction work on
McCarthy Road between Fourth Street and Woodcrest Lane; and
WHEREAS, the Village of Lemont seeks to utilize the construction firm of Hook
Concrete Construction & Construction Company, Inc.; and
WHEREAS, Hook Concrete Construction & Construction Company, Inc. has submitted
a low bid for such work in the amount of $61,902.72.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that
the contract with Hook Concrete Construction & Construction Company, 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 12th day of May , 2000.
John Benik
Debby Blatzer
Keith Latz
Connie Markiewicz
Rick Rimbo
Mary Studebaker
AYES NAYS PASSED ABSENT
CHARLENE SMOLLEN, Village Clerk
Approved by me this 12th day of A ,1May , 2000.
Attest:
l4
RIC}IA' 1 SNESKI, Village Pre 'd nt
CHARLENE SMOLLEN, Village Clerk
CFRANK NOVOTNY 8 ASSOCIATES, INC.
ONSUL TING CIVIL ENGINEERS
Mr. Stephen May, P.E.
N Village of Lemont
418 Main Street
p Lemont, Illinois 60439
CO Re: McCarthy Road Sidewalks ā Phase II
Fourth Street to Woodcrest Lane
O Bid Opening: May 17, 2000 @ 10:00 am
M
CO
Dear Steve.
co
r-
O
CO
O Hook Concrete & Construction Co., Inc. $ 61,902.75
My Baps Construction Corp. 5,000.00
GO p pā¢
CO DNB Construction Company 103,421.50
O G and M, Inc. 105,392.50
M
O Engineer's Estimate $ 76,012.50
j The Low Bidder, Hook Concrete & Construction Company, Inc., in the amount of
$61,902.72 is 18.56 %, or $14,109.75, under the Engineer's Estimate of $76,012.50. Since
O Hook Concrete & Construction Company, Inc. is qualified to do the work on this project; we
ā therefore recommend that the Contract be awarded to HOOK CONCRETE &
N CONSTRUCTION COMPANY, INC., P.O. Box 492, Glenwood, IL 60425, in the amount of
' p their Bid Proposal, $61,902.75.
c
Listed below and on the attached "Bid Tabulation ", please find the results of the bid
opening for the above - captioned project, as bid on May 17, 2000 at 10:00 AM. Four (4)
bids were received, tabulated and found to be correct.
Please note that a portion of the project, east of Fourth Street, required right -of -way
dedications from four (4) parcels. I anticipate that we can work around this area, until the
parcels are procured.
'n Please call if you have any questions regarding this matter.
Very truly yours,
ā FRANK Y AND ASSOCIATES, INC.
d
' L
-v
ca
Jam . Cainkar, P.E., P.L.S.
JLC /debi
Enclosure
cc: Hon. President & Board of Trustees, w /Enc.
L.0 Mr. Steven A. Jones, Administrator, w /Enc.
Mr. Dan Fielding, Director of Public Work, w /Enc.
CO Mr. John Antonopoulos, Esq., w /Enc.
Project File No. 99216
Date: 5/18/00
OWNER:
PROJECT DESCRIPTION:
BID OPENING:
TABULATION OF BIDS
Village of Lemont
McCarthy Road Sidewalks - Phase II
Fourth Street to Woodcrest Lane
May 17, 2000 at 10:00 am
Page 1 Of 1
PROJECT NO : 99216
Hook Concrete
Engineers
Estimate
& Construction Co., Inc.
P.O. Box 492
Glenwood, IL 60425
5% Bid Bond
My Baps Constr. Corp.
46 Hale Court
Glendale Heights, IL 60139
Cashier's Check: $3,750.00
DNB Construction Co.
741 N. Michigan Avenue
Villa Park, IL 60181
5% Bid Bond
G and M, Inc.
620 County Line Road
Bensenville, IL 60106
5% Bid Bond
Item
No
Description
Unit
Quantity
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
1
Earth Excavation
C.Y.
250
20.00
5,000.00
20.75
5,187.50
25.00
6,250.00
42.85
10,712.50
45.00
11,250.00
2
Trench Backfill, Compacted
C.Y.
20
26.00
520.00
19.00
380.00
20.00
400.00
50.00
1,000.00
50.00
1,000.00
3
Tree Root Pruning
EACH
5
60.00
300.00
50.00
250.00
200.00
1,000.00
250.00
1,250.00
350.00
1,750.00
4
Tree Removal, 6" to 15" Unit Diameter
U.D.
30
25.00
750.00
20.00
600.00
15.00
450.00
20.00
600.00
40.00
1,200.00
5
P.C. Concrete Sidewalk, 5"
S.F.
6360
3.00
19,080.00
3.15
20,034.00
3.75
23,850.00
3.25
20,670.00
3.00
19,080.00
6
P.C. Concrete Sidewalk, 7"
S.F.
750
3.75
2,812.50
3.60
2,700.00
4.50
3,375.00
3.50
2,625.00
4.50
3,375.00
7
Subbase Granular Material, Type B, 4"
S.Y.
1450
4.00
5,800.00
1.65
2,392.50
2.00
2,900.00
5.00
7,250.00
4.80
6,960.00
8
Protective Coat, Special
S.Y.
790
1.00
790.00
1.00
790.00
1.00
790.00
1.10
869.00
3.75
2,962.50
9
Porous Granular Embankment
C.Y.
20
40.00
800.00
25.00
500.00
20.00
400.00
55.00
1,100.00
50.00
1,000.00
10
Modular Retaining Wall
S.F.
140
25.00
3,500.00
15.00
2,100.00
15.00
2,100.00
43.00
6,020.00
25.00
3,500.00
11
Ditching
FOOT
250
10.00
2,500.00
8.45
2,112.50
4.00
1,000.00
10.00
2,500.00
15.00
3,750.00
12
Sidewalk Removal
S.F.
550
3.00
1,650.00
0.90
495.00
1.00
550.00
1.00
550.00
1.50
825.00
13
Driveway Pavement Removal
S.Y.
240
10.00
2,400.00
3.25
780.00
15.00
3,600.00
9.00
2,160.00
10.00
2,400.00
14
Incidental Bituminous Surfacing
TON
30
80.00
2,400.00
50.00
1,500.00
50.00
1,500.00
90.00
2,700.00
125.00
3,750.00
15
Pavement Removal and Bituminous Replacement, 3"
S.Y.
80
30.00
2,400.00
20.00
1,600.00
10.00
800.00
45.00
3,600.00
48.00
3,840.00
16
Pipe Culvert, Type 1, Corrugated Steel /Aluminum, 15"
FOOT
165
25.00
4,125.00
20.50
3,382.50
30.00
4,950.00
55.00
9,075.00
40.00
6,600.00
17
Flared End Section, PVC, 15" with Metal Safety Grate
EACH
4
750.00
3,000.00
300.00
1,200.00
500.00
2,000.00
650.00
2,600.00
500.00
2,000.00
18
Pipe Culvert Removal, 12" to 15"
FOOT
165
4.00
660.00
5.75
948.75
5.00
825.00
12.00
1,980.00
10.00
1,650.00
19
Manholes To Be Adjusted
EACH
2
300.00
600.00
265.00
530.00
200.00
400.00
250.00
500.00
275.00
550.00
20
Furnishing and Placing Topsoil, 4"
S.Y.
1450
1.50
2,175.00
1.20
1,740.00
4.00
5,800.00
2.50
3,625.00
3.50
5,075.00
21
Sodding
S.Y.
1450
5.00
7,250.00
2.40
3,480.00
4.00
5,800.00
4.00
5,800.00
7.50
10,875.00
22
Supplemental Watering
UNIT
10
100.00
1,000.00
210.00
2,100.00
50.00
500.00
1.00
10.00
250.00
2,500.00
23
Thermoplastic Pavement Marking - Line 6"
FOOT
50
5.00
250.00
8.00
400.00
10.00
500.00
7.00
350.00
20.00
1,000.00
24
Thermoplastic Pavement Marking - Line 24"
FOOT
25
10.00
250.00
10.00
250.00
20.00
500.00
20.00
500.00
40.00
1,000.00
25
Traffic Control and Protection
L.S.
1
4,000.00
4,000.00
3,750.00
3,750.00
3,760.00
3,760.00
13,875.00
13,875.00
3,500.00
3,500.00
26
Construction Layout
L.S.
1
2,000.00
2,000.00
2,700.00
2,700.00
1,000.00
1,000.00
1,500.00
1,500.00
4,000.00
4,000.00
Totals:
76,012.50
61,902.75
75,000.00
103,421.50
105,392.50
Bid Error Corrections:
Corrected Totals - - -
61,902.75
75,000.00
103,421.50
105,392.50
Over / Under - - - -
- 14,109.75
- 1,012.50
27,409.00
29,380.00
Percent - - - -
-18.56%
-1.33%
36.06%
38.65%