4.8. SR 09-04-2018
Request for Action
To Item Number
Mayor and City Council 4.8
Agenda Section Meeting Date Prepared by
Consent September 4, 2018 Justin Femrite, P.E., Public Works Director
Item Description Reviewed by
Street Reconstruction Quote for 6 ½ Street and Cal Portner, City Administrator
Quinn Avenue Project
Reviewed by
Action Requested
Approve, by motion, authorizing the quote received for work on the 6 ½ Street and Quinn Avenue
improvements by Omann Brothers Paving, Inc., in the amount of $174,057.82 for street construction.
Background/Discussion
In 2017, a Tax Increment Financing (TIF) district was approved for the area between Quinn Ave. and
Proctor Ave. just south of the railroad tracks. As part of this TIF district, additional public improvements
were approved as part of the redevelopment. 6 ½ Street is to be constructed with a connection to Proctor
Ave. (opposite the Beaudry Gas Station and office) and connect to Quinn Ave. Quinn Ave. will be
reconstructed in this area at and north of the 6 ½ Street intersection.
The street quote package was sent out to four contractors and two were returned. Staff is recommending
authorization of the low quote received for the street construction. The street quote package includes the
construction of the street base, bituminous paving, and final restoration of the boulevards. The work is
anticipated to be completed by the end of October, weather permitting.
Financial Impact
Tax Increment Financing (Redevelopment) District No. 24
Attachments
Omann Brothers Paving, Inc. Quote
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional
service, and community engagement that encourages and inspires prosperity
Quote
61/2 StreeNQuinn Avenue
Elk Rider, Minnesota
Street
1
Common Excavation/Embankment (includes subgrade preparation)
CY
1,834.00 $ I F ,q'S'
$
3'- 8oq, 32
2
Curb Removal
LF
100.00 $ � , oo
$
(000 00
3
Remove Bituminous Pavement
SY
1,400.00 $
$
4
Salvage & Re -spread Topsoil
LS
2,SS
1.00 $ 'F tpp,eO
$
3 szo, CA
5
Class 5Aggregate Base Course- 10" Depth
TON
2,200.00 $ IZ,�{S
$
$ rpo.ao
2
6
Aggregate Surfacing (to match existing Driveways)
TON
40.00 $
$
7.340,oa
7
Bituminous Wear Base Course - 2.5" Depth
TON
24,So
615.00 $ %<},�p
$
I t no -06
8
Bituminous Wear Course - 2" Depth
TON
500.00 s
9
Tack Coat
GAL
200.00 $ �.ac
$
Gm m�
10
Seeding - Boulevard - Mix No. 25-121
SY
3,100.00 $ $3
$
Z, 573 a o
11
Hydraulic Soil Stabilizer - Type 5
SY
4,200.00 $ 1,14
$
12
Adjust Casting (New CBs, Ex Valves, Ex, San Sewer)
EA
11.00 $ '430.00
$
4 -730-an
TOTAL Quote - Street
$ 1-74P
Respectively Submitted
Sign;
Company