CR 98-59 Award Bid For 6th Ave Storm Sewer & Hopkins Plaza/Home Center Storm Sewer ProjectsApril 21, 1998
Proposed Action.
AWARD BID
6" AVENUE STORM SEWER AND
HOPKINS PLAZA/HOME CENTER STORM SEWER PROJECTS
Staff recommends adoption of the following motion: "Move that council approve Resolution 98 -22,
Resolution for Award of Bid, City Project 97 -11 and 97 -08 ".
Overview.
Council in its February 3 action approved final plans for a storm sewer project on 6 Ave. North from
1 Street — 3 Street North and a second storm project near Hopkins Plaza/Hopkins Home Center.
Bids were solicited and a bid opening conducted on February 26, 1998. This report concerns bid
results and staff recommendations for award of contract.
Primary Issues to Consider
Bid Tabulation
Project 97 -08 costs and funding
Project 97 -11 costs and funding
Ponding improvements on Oakridge Golf Course
Timetable
Staff recommendation
Supporting Information
Consultant recommendation
Detailed bid tabulation
Oakridge Golf Course improvements
Resolution 98 -22
James Gessele, Engineering Superintendent
Council Report: 98 -059
CONTRACTOR
HOPKINS PLAZA/
HOME CENTER BID
6 AVE BID
TOTAL
Northdale Const.
$55,000.00
$561,364.20
$616,364.20
Minger Const.
$51,200.00
$595,793.52
$646,993.52
Redstone Const.
$56,057.00
$608,539.70
$664,596.70
Ryan Contracting
$53,000.00
$623,597.25
$676,597.25
Lametti & Sons
$65,000.00
$632,700.00
$697,700.00
G.L. Contracting
$57,186.78
$644,331.12
$701,517.90
Arcon Const.
$53,000.00
$659,271.64
$712,271.64
S. R. Weidema
$51,600.00
$694,741.40
$746,341.64
Bonine Excavating
$48,185.00
$909,210.50
$957,395.50
Engineer's Estimate
$45,000.00
$535,978.70
$580,978.70
Analysis.
Bid Tabulation
The bid proposal for the 6 Avenue project was made up of parts A and B and the Hopkins
Plaza/Home Center project was designated part C. The city notified all bidders that it reserved the
right to award a single contract for parts A and B only or a single contract for all three parts. In either
of the above cases Northdale Construction is deemed to be the low bidder.
Staff has reviewed all bids and contractor qualifications. Northdale is a reputable firm in the Twin
City area and is capable of completing the work on schedule.
Project 97 -08 costs and funding
This project involves installation of an 18 -inch storm sewer pipe between the Hopkins Home
Center site and the Hopkins Plaza Apartment complex. The new pipe will connect with an existing
18 -inch storm sewer stub in 8 Avenue South and a catch basin/manhole at the southeast corner of
the Home Center in a vacated alley. This project went through an earlier bid process and because
of very high quotes, Council chose to rebid this effort as part of the 6 Avenue storm sewer project.
The Northdale bid of $55,000.00 compares more favorably to the engineer's estimate. The
previous bid of $68,450.00 was simply too high. TIF revenues have been earmarked as the
projects' funding source for the time being. Staff may approach Council at a later date during the
1999 budget process to arrange for a reimbursement to TIF from the Storm Sewer Utility.
Project 97 -11 costs and funding
This project entails the installation of a 42 -inch storm sewer pipe in 6 Avenue from 3 Street to
1 Street North in one phase. A second phase calls for the installation of a 30-42 inch pipe on the
north side of T.H. 7 from Elmo Service Road to the Eisenhower Pond.
The Northdale bid of $561,364.20 is roughly 5% higher than the engineer's estimate. Part of this
disparity may have resulted from a recent substantial raise in prevailing wages within the
construction industry. Staff feels the contractor's bid is still within an acceptable range
Funding is anticipated to be in the form of a loan form the sanitary sewer enterprise fund. The
residential sewer and water service replacement costs encountered with work done within the
construction limits are assumed to be those of the City. Separate action is required to enact that
policy.
Ponding improvements on Oakridge Golf Course
At the time Council ordered bids on the 6 Avenue project, staff indicated that Eisenhower Pond
outlet characteristics would be changed to promote greater storage volumes and that this would
potentially increase localized, short- duration flooding on the Oakridge Golf Course. Staff also
reported to Council that it was coordinating plan design with Oakridge representatives to
accommodate the flooding issue. A design has been agreed upon and the attached plan sheet
illustrates the golf course improvements to be made.
The plan calls for creation of three small detention basins, relocating a cart path, regrading a small
portion of fairway in front of a tee, installation of storm sewer pipe, planting of trees along the
south edge of the course adjacent to school district property and disturbed by pond excavation, and
sodding.
Staff has received estimates of $150,000 — 160,000 to complete this additional work in order for
the initial 6 Avenue storm project design to be a viable solution to the flooding problems at 3r
St. /6 Ave. Simply put, the city needs 2.5 acre/feet of pond flood storage capacity for the 6
Avenue design to function properly.
Council should be aware of the 1998 storm sewer budget balance status in considering award of bid
for the 6 Avenue project. The 1998 storm sewer budget for engineering and construction of storm
sewer improvements, including the $600,000 inter -fund load from sanitary sewer utility, is
$978,500. The estimated available balance after awarding this project is $121,435.80 — this
includes a 5% construction contingency ($28,100). The estimated cost of additional engineering
and construction to accommodate 2.0+ acre -feet of storm water detention on Oakridge Country
Club is $160,000. This means that there will be a $90,000 shortfall. A majority of this can be
accommodated with increased 1998 storm sewer fund revenue due to the rate increase and interest
obtained from the inter -fund loan. Staff proposed to fund the remaining shortfall balance,
approximately $50,000, through an additional inter -fund loan from the sanitary sewer utility fund.
This additional transfer can be made later in the year when project costs are more certain.
The city will need to enter into and agreement with the golf course concerning cost sharing of the
course improvements. That agreement can be drafted once detailed costs are available.
Timetable
May 15 Begin 6 Ave. project
July 3 Substantial completion of 6 Ave. project
Begin North Service Drive improvements
September 4 Substantial completion North Service Drive improvements
June 1 Final project completion
Staff recommendation
After consideration of the added costs necessary on the Oakridge Golf Course and a discussion of
the projected storm project budget, staff still recommends award of bid for combined parts A, B,
and C in the amount of $616,364.20 to Northdale Construction.
X
rieke
carroll
muller
associates, inc.
Allogineers
glichitects
land surveyors
equal opportunity
employer
10901 red circle dr.
"lo st office box 130
innetonka, mn
5343 -0130
(612) 935 - 6901
fax (612) 935 -8814
www.rcm - assoc.com
April 21, 1998
Honorable Mayor and City Council
City of Hopkins
1010 First Street South
Hopkins, MN 55343
Re: Contract Award Recommendation
6th Ave. N; T.H. 7 North Frontage Road; and
Hopkins Plaza/Hopkins Home Center Storm Sewer Improvements
Hopkins I C. Nos. 97 -11 and 97 -08
RCM Project Nos. 10425.02 & 10400.02
Recommendation to Award Project
Dear Mayor and Council Members:
RCM has reviewed the bids received on February 26, 1998 for the subject project. A
total of 9 bids were received. We recommend award for the 6th Avenue North;
T.H. 7 North Frontage Road; and Hopkins Plaza/Hopkins Home Center project to
Northdale Construction, the contractor responsible for the lowest bid, for a total bid
amount of $616,364.20.
A bid tabulation comparing the engineer's estimate to the costs as bid by the
Contractor is attached for your information.
Please call me if you have questions.
Si - c rely,
Michael P. Foertsch P.E./L.S.
Manager, Municipal Department
RIEKE CARROLL MULLER ASSOC., INC.
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Bld Tabulation
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Unit Price Amount
314,221.48 314,221.48
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32,00 3650.00
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324,000.00
$3,887.50
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$2,250.00
$2,100.00
$1,400.00
$1,750.00
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310,000.00
35,442.50
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$1,425.001
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$2,100,00
$1,700.00
$2,100.00
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$13.50
$15.00
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Contractor
Item Descri .tion
Mobilization
Remove Concrete Curb and
Gutter
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(inc. Sidewalk & Driveway)
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Sewer Service Pi. e
Remove Existin. Catch Basin
Remove Existin! Storm Manhole
Remove Existing Copper Water
Service Pi. e
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Part A: 6th Avenue North; 1st Street North to 3rd Street North
Rieke Carroll Muller Associates, Inc.
Bld Tabulation
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Amount
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569.00
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523.96
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Amount
511,655.00
$4,625.00
57,125.00
51,523.00
00'041'019
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90'£Z6S
100'OLES
$8,400.00
52,903.25
51,747.20
00'09£'£5
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5214.00
53,504.001
54,472.00
3791.00
5786.50
$917.50
$97,342.20
3928.00
56,088.00
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$1,425.00
3100.00
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511.30
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573.80
$116.00
3761.00
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Amount
510,275.30
$4,077.50
$6,197.20
$1,219.16
00'099'L$
00'09L5
00'006'£9
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56,846.00
$2,253.30
$2,100.00
$642.18
33,084.00
00' OOZE
33,290.84
I 34,198.52
5770.00
r 5764.66
91111'9$
OZ'51,95
00'110'165
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$35.55
$69,00
3105.65
$805.52
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Amount
$10,395.00
$4,500.00
56,000.00
$1,370.70
00'SZS'95
00'01
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00'91.£9 1
00'00£5
58,400.00
$2,100.00
$840.00
00'006'£9
00'021,9
$100.001
$3,650.00
$4,816.00
$840.00
5845.00,
$900.00
$85,735.00
$920.00
$6,000.00
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Contractor
item Description
8" PVC Sewer Pipe 12' - 14'
Deep
8" PVC Sewer Pipe 14' - 16'
Deep
Standard Manhole 0 - 8' Deep
Extra Depth - 4' LD. Manhole
11
1 1
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adld ao!M95 DM "$'
GAM aoIAias D/1d "1, x..9
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Connect 4" PVC Service to J
Existing Service
f
1
Connect Existing 8" Sanitary to
Manhole with outside Drop
1
Connect 8" Sanitary Sewer to
Existing Manhole
,
1" Copper Water Service Pipe
Curb Stop, Box and Cap
Connect to Existing Corporation
Stop
•
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f ■
corporation Stop with Saddle
4" Thick Polystyrene Insulation II
1
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1
Adjust Existing Gate Valve
,Boxes
C
,
10 RGP GL V Storm Sewer
18" RCP CL V Storm Sewer
I
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Z1" RCP CL III Storm Sewer
24" RCP CL III Storm Sewer
(
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1r RGP GL III storm sewer
42" RCP CL III Storm Sewer
54" RCP CL III Storm Sewer
54" RCP 71/2 - degree Long
Radius Bends CL III
i
4' Dia. Storm Manhole or Catch
Basin
' 0' uia. Gatcn basin
7' Dia. Storm Manhole
8' Dia. Storm Manhole
Extra Depth Manhole - 7' Dia.
Extra Depth Manhole • 8' Dia.
10..141s -A 0..2_1.... 4 C. I3"ln
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Storm Sewer
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Ryan Contracting, Inc.
Unit Price i Amount
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Unit Price
$1,000.00
00
00
10
s Estimat
Amount
$500.00
00'00£5
ao'oo£$
$1,950.00
$356.25
0 0' 0 0 £ $
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00'£ IS 1
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091
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1185
1700
2300
255
100
8
120
1
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3100
500
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Contractor
Item Description
Connect to Existing 54" RCP
Storm Sewer
I
connect existing z4" RCP to
Manhole
1
!
1
connect taasnng 15" x zt3 1/Z°
RCP Arch to Manhole
!Trench Foundation Material
NONT,«e n:......1,.... .
Bituminous Tack Material
•
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40
441
10
40
00
CO
Rieke Carroll Muller Associates, Inc.
Bid Tabulation
Ryan Contracting, Inc.
Unit Price Amount
56,400.00 36,400.00
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544.00 31,320.00
$46.00 $782.00
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Amount
51,500.00
1437 SO
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$486.00
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53.50
$150.00
S250.00
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325.58 j 529.44
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$517.50
$138.00
$138.00
$297.00
$1,481.80
$757.50
5501.50
t77 a'5a AA
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Min. er Con:
Unit Price
32,566.00
51.95
09'95
09'95
OS' ZS
$1.50
$138.00
$138.00
06'£Zt
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$25.25
$29.50
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Amount
$2,000.00
3312.50
SZ'S9£S
cams l
09'L91$
00'0S 1t
00'091$
0S'LOZ' 1$
$1,080.00
$1,331.14
I $682.80
1 $467.50
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Unit Price
52,000.00
$2.50
SUSS I
SL'9S
09'LS
00'091•$
00'0917S
09'ES
LY' IZS
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$22.76
$27.50
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Amount
$2,500.00
3218.75
00'5££5
00'00SS
00'SZi.s 1
oo'SZYS
00'09£5
SZ MPS
$810.00
$1,364.00
$750.00
$510.00
$27.950.00
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$1.25
3350.00
$425.00
00'ZZS
00'£$
i
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$25.00
$30.00
$43.00
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41
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41
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66 W
Contractor
Item Desert ' tion
Mobilization
Remove Concrete Curb and
Gutter
.
Remove Existing Storm Sewer
Pipe (18" Dia. or less)
Remove Existing Storm Sewer
Pipe (21" Dia. or Greater)
•
Remove Concrete Pavement
(inc. Sidewalk & Driveway)
i
Remove Bituminous Pavement
(inc. Driveway)
Remove Existing Catch Basin
Remove Existing Storm Manhole
4
Sawing Bituminous Pavement
12" RCP CL V Storm Sewer
'
to0,
1D"" Fitt' GL V Storm Sewer
21" RCP CL 111 Storm Sewer
30" RCP CL 10 Storm Sewer
36" RCP CL III Storm Sewer
42" RCP CL III Storm Sewer
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Rieke Carroll Muller Associates, Inc.
Bid 'Tabulation
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Rieke Can-oll Muller Associates, Inc.
Bld Tabulation
D
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N
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xlstruction
Amount
SL RR AA
) 0
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)
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r
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0
ml
4 'r
a
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494949
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Min • er Construction
Unit Price Amount
$283.50 $567.00
•
I
1
•
I $328.00 i $328.00
!
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1
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,
i
.
09'£9Z$ 09'£923
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Northdal Construction
Unit Price Amount
$450.00 S900.00
$450.00 $450.00
$450.00 $450.00
00 00'00S$
00'009$ 0 1
...
s Estimate
Amount
$200.00
oo
mots 1
00'0913 I
1
o
0 0 . 0 0 1 , 3 I
00'o9 I
00
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-
16.3
185
35
60
18
210
115
125
240
95
8
340
3075
11
100
6
25
1
1
Contractor
item Description
Connect Existing 18" RCP to
Manhole
aloyueyy
01 d.1 tiT_ 6unsix-4 toauuo'
connect ciosung [4 ma to
Catch Basin
.onneci t z rci..r 10 wasting
Catch Basin
,
connect 6 i Kt,.Y to txlsung
Catch Basin
•
1
1£ I
Z£
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t'£
O
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t')
10
4.
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100
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to
N
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4
0
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m
3
0
r
Rieke Can-oll Muller Associates, Inc.
Bld Tabulation
C)
z
V
0
ICJ
O
O
N
H
O
O
0
O
C•4
4
O
O
O
O
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0
_
0
5
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13
0
9
0
0
0
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O
8
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ri
H
O
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A
an
O
0
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ti
1n
0
H
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40
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40
A
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t0
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vating, Inc.
J Amount
1 tit rtnr► AA
, �, o
o
7 C4
0 t0
9 N
0
4
tri
N
NA
44
ge
44
vs
409
1
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r
= to
H
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S C
-
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V
$3,600.00
414 W.W
$1,750.00
$975.00
— __
C
c
V
, Ir.
r c
A
V
7 C .
7 I
9 V
v....W .r.,ica.vv
$17.00 $10,71 .00
$19.00 $4,75.00
$1,200.00 $6, .00
$90.00 51,37.70
$50.00 $1,950.00
0
) H
f
0
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H
C
M
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00'ES
00'9S
nn•nw
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$65
2,20
) 40
) ri
3,86
550
650
1,21
1177
/
t,7
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ma, Ir
1'
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4
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$
H
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■
. Co., Inc.
( Amount
i $9.500.00
00'9LL'LS
SL'99S'LS
OS'L££S
00'000' IS
94'0613
$8.187.50
00'690'Y$
OS'L££S
00'000' IS
$1,692.00
51 17S nn
I 00'SL9S
■
$1,575.00
$975.00
$2,166.00
$6.822.90
1
$13,645.80
5 415.00
$7,000.00
$1,096.56
$t 920.75
00'009'6$
aaud Run
IsuoQ uoaly
09
SL'8S
O9'Zts
00'9ZS
SL'9$
SZ'I$
I'£$
OTZ9S
00'0sZ$
05 181$
99' IS
SZ' IS
OS'Z9S
99' IZS
99'13
00'£5
OS' YS
99'13
:tin , Inc.
Amount
$15,762.80
OZ' I99'ZS
00'990'9S
09'P9ZS 1
00'ZS9$
09'0s,
100'990S
Oa'ug0'Z$
96'61L'ZS
OY'Z£6$
$1,440.00
$1.398.60
00
06'1
$1,120.00
$877.50
$1,810.00
$5,890.50
00'99Z'ZIS
Z6'0$ 1
00'L$ 1
09
0£'91$
OI'SS
OL'OS
09' IS
OL'£09S
O1'££ZS
0l'££Z$
09'lS
09 IS
06'9Z$
$3.20
$2.70
$18.10
$18.70
09'61$
& Sons
Amount
$21,679.00
00'01 l'£S
00'SZ 1
00'691$ 1
00'Ot''$ 1
00'966'L$ 1
00'9L '£$ l
00'009'ZS
00'0LZ$
$1,0
$900.00
$900.00
1 00'OOI$
l owszst
$2,100.00
5975.00
$4,500.00
514,175.00
00'OS£`9Z$
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$21,67
F-1
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95
SZ$
$
I $15
$
ZS
f9VP
V!
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$4
$1,25
$101
$2
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1
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Rieke Carroll Muller Associates, Inc.
Part A: 6th Avenue N rth; lst Street North to 3rd
vating, Inc.
I Amount
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Amount
$17.100.00
00'009
00'9ZVI$
1 $450.00
313,300.00
$1.470.00
00'o0Z',S
00'0095 1
I00'00p'ZS l
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100'021' IS
100'990•IS
00'6E9'901S I
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1 00'009'61S
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3900.001
31,400.001
$2,500.00
$3.000.00
$4,000.00
3270.00
00
00'06£6
1
00'0,13
1
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00'006S
00•009$
00
. Co., Inc.
J Amount
I 313,158.00
OS'ZS9'1S
00'9,9' 1S
00 -
0S'160'E$
00'1
O9'ZtE'IS
100'9995
[ 32,448.00
00'00PS
$3,620.80
34,616.48
191'0993
I z0'6£9S J
S1•LZL'86$
09'096$
I 00'olo'LS
OS'ZEt'L1S
$2,278.75
$21,600.00
(09'1LZ'1$
1 00'969',3
09'ZLS
99'101S
9['9015
09'112$
00'000
09'L9t$
09'L9 IS
Arc n Const
Unit Price
314.62
05'1,5
09'1£,5
00
OS'LPIS
ZS'S1S
0S•Z9S
09'L6S
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00'002$
,9'9Z3
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51'9[2'25
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9L'90 IS
OS'L1Z$
31,000.001
1 09'[81$
109*LOIS
:tin Inc,
Amount
$12,690.00
06'9£9' IS
06'149'1$
OL'£OS$
0
00'0LS'014 __1
06•£,9'25
09'521 1$
oo'os'z5
08'£91$
$3,401.801
$4,317.201
10VZ6L5 J
[09'291$ I
$915.00
$97,869.80
$5,371.201
OZ' 1Z8
01
00'00L'Z$
$5,078.20
$1,321.97
0,'05$
,£',015
01•£55
09'L93
OL'£OS$
06•20,$
06'Z0,$
OL'l,$ 1
06'ZO,S
01'£055
01'S1$
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09'L9lt
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06'193
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100£$
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09'9E$
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0
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09'L1£$
OL'£SS
09 LSS
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06 z0P$
& Sons
Am unt
317,100.00
00'06£$ 1
1 $1,880.00 I
00'005$
L $11,900.00
$1,260.00
00'91£3
00'OS is
100'009'i$ 1
00'00,$
I. $5,840.00
$7,052.00
oo' ,oz' 1$
Ioo'ott't$ 1
$1,250.00
$105,520.00
$5,600.00
1 00'008'91$
$2,100.00
$21,000.00
$5,000.00
$1,449.00
00'001$
00'501$
1
J.
1 00'091$
00'OSZ
1 00'0095
00'00£$
00 '013 1
00'0093
00'009$
00'095
00'L1S
00'91$
oo'sz3 1
lo9'i$ 1
00'00x$
00'11'S
00'0,3
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00'093
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1
$700.00
1 00'00Z 1S
$2,100.00
1 $3,500.00
F woot$
00'000
00'0013
, 00'0S£$
1 00'0913
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1 00'009$
1 00'00£$
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Contract r
Item Description
4" PVC Service Pipe
Connect 4" PVC Service to
Existing Service
Connect Existing 8" Sanitary to
Manhole with outside Drop
Connect 8" Sanitary Sewer to
Existing Manhole
1" Copper Water Service Pipe
Curb Stop, Box and Cap
Connect to Existing Corporation
Stop
1
1 aIPPeS LWM dolg uopeiodiool
•
1
1 uogelnsui aua iNsAlod 5 1014.1 "PI
Adjust Existing Gate Valve
Boxes
1
15" RCP CL V Storm Sewer
18" RCP CL V Storm Sewer
1
1 Jamag ut,o1S III lD dD21 ..LZ 1
f
1 Jamas wao1S 111 10 d01:1-,Z1
I
27" RCP CL 111 Storm Sewer
42" RCP CL III Storm Sewer
1
Radius Bends CL Ill
1
4' Dia. Storm Manhole or Catch
Basin
1
6' Dia. Catch Basin
7' Dia. Storm Manhole
1
18' Dia. Storm Manhole
[Extra Depth Manhole - 7' Dia.
r
Extra Depth Manhole - 8' Dia.
'Bulkhead Existing 15" RCP
Storm Sewer
1
Bulkhead Existing 24" RCP
Storm Sewer
1
I
Bulkhead Existing 36" RCP
Storm Sewer
1
1
I
I
Connect to Existing 54" RCP
Storm Sewer
i
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0 f doh ",Z 8 ugeix3 3oauuoD
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Rieke Carroll Muller Associates, Inc.
I
r
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vatin. Inc.
Amount
5320.00
I
I
OOZ99'Z1$
00'059
001186 •Z IS
00'9923
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56,750.00
•$748,468.70
r
00'LZ5
00
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009113
100'13
III
r
00'15
00'093
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09'6$
o C4
1101
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91'£S
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pun wy
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00'11S'£I$
00'001'Zs
00'911'0Z3
5399.00
51.265.00
0S'0£S'LIS
100'001'923
5 700.00
$5.250.00
$4,800.00
520.592.001
40
C4
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1 00'99Z'$'S
00'011•'93
00'019`9$
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00'0993
$1,300.00
524.800.00
os• 1£9'£6P$.
00
00'6Z3
00'113
00'923
01'43
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100'006'23
3100.00
51.50
91'13
00'9S
100'613
09'£$
09'25
0£'£3
0£'£S
00'91S
' 00'9113
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09'93
00'95
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00'099'23
09'696'ZZ$
3641.25
51,287.00
SZ'969'61S
100' Z 9' I PS 1
00'0£9'1$
0.21£'13
57,500.001
' 324,192.00
105'110'23
$4,775.55 J
55,270.00
$5,175.00
1 00'00£3
o0'0S9'Z3
00'009$
r
3960.00
$6,000.00
33,000.00
$23,064.00
57,000.00
5494,816.84
Arcon Const,
Unit Price
5625.00
$17.00
$32.25
09'62$
0L'113
SUS
51'013
I00'SZS'13
9£'1$
09'L91$
01'83
O9'Zt$
IO1115
£0'
SUS
0I'£S
00'£S
00'013
$100.001
00'000'93
00'93
I'YLS
00'000'£3
00'145
:tin Inc.
Amount
5402.90
$1,680.00
514,259.60
09'96L'OZ5
3598.50
31,243.00,
00'960'913
$38,520.001
5374.50
$3,500.00
!I $4,260.00
518,432.00
1
05'11
$4,420.00
34,600.00
00'2£3
05'904'13
01'222' 13
51,536.00
52,300.50
54,029.40
$16,740.00
58,650.00
$463,603.84
09'0£3
0Z' 113 __ _-
09'93
0£'115
0173
09'63
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00' 15
05'£55
01'95
1- 01'15 - -
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OI'9i�
1 0ITZS 15
09'00£'Z3
09'213
01'95
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0£'11$
b Sons
Amount
5500.00
$1,500.00
$13,514.00
00'001'6
$570.00
31,650.00 ,
1 00'996'913
I.00'OS£' 4 $ I
1 00'009'£$
00'09£S
00'021'91$
00'001'53
I oo•sLS' I3
1 00'999'£3
53,740.001
$4,600.00
00
00'090'£3
00'000' 15
$960.00
$3,000.00
1 00'006'LZ3
00
$1,000.00
$461,580.00
310.00
$29.00
o o'sz 5
00•915
00'23
00'63 1
' $150.00
00'13
00'095
09'93
00'63
l 00
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00
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00'£3
1 0 0 ' Z 1S
00'93
00'9213
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1 00'63
991
091
911
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AO
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51
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AO 1
Contractor
Item Description
Connect Existing 42" RCP to
Manhole
Trench Foundation Material
1 1/2" Type 41A Bituminous
Wear
21/2" Type 31B Bituminous
Base
Bituminous Tack Material
,Class 5 Aggregate Base for
(Driveway Aprons & Sidewalk
'Class 5 Aggregate Base for
Roadway (100% Crushed)
Subgrade Correction
Test Rolling of Subgrade
I r Geotextile Fabric Type V
6" PE Perforated Drain Tile
IB618 Concrete Curb and Gutter
8818 Concrete Curb and Gutter I
'6" Thick Concrete Driveway
,Aprons
4" Thick Concrete Sidewalk
Lawn Type Sod with Fertilizer
[ Topsoil Borrow
(Erosion Control Silt Fence
Furnish and Install Erosion
Control Sittsack
Bale Check
Traffic Control
Maintain Driveway Access
[Common Excavation 1
{
Granular Borrow MnDOT
3149.2A
Total Bid for Part A
LS
, 99
9S 1
09
69
19 I
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99
99
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69
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1 11 1
Rieke Carroll Muller Associates, Inc.
Bid Tabuladon
vatin. Inc.
Amount
$5.000.00
1
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$11,295.00
tRn An
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$350.00
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33,765.00
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3350.00
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$250.00
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00'LS
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0£'£S
00'001$
00'002$
oo'ss
00'01$
00'3
100'215
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•
3130.00
$250.00
SZ' t 6£S
SZ'991$
00'005$
o0'0S3
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On KS
1 00'093
00
31,080.00
31,826.52
109'0 L63
$627.81
$26,351.00
co
Mr-
19
co
49
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49
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49
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00'SZ9S
1 SZ'IE0'1S
100'591'2$
10019 t
00'09$
OS'LLL'£ I$
0S'Lt£'£S
*210.00
3375.00
Arcon Const.
Unit Price
*5,000.00
£t'£S - I
Sl'9$
I00'0IS
00'01$
0S'Z$
$250.00
$312.50
00'9$
9V6Z$
00'14
S£'0£$
11'011
£6'9E$
£6'9£$
VI
on
69
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69
00
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69
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105'£Z$
1 SL'£1E'I$
1
15r999' $
I 05'39'3
[ 00209$
0S'Z6S'1S
OS'Lt£ E
*105.00
*375.00
:tin Inc.
Amount
*7,184.70
0
00'691$
00'061S
$127.50
00'Sp£S
$268.60
$268.60
00'1LS
$729.001
$1,395.00
[ootzts
$501.50
I *30,615.00
cri
69
co
19
esi
cc;
0
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co
1
11Q9'SZ1$
100' 11£'1$
$8,364.001
10Y09S'S$
01'05*
OL'OLI'9L$
06'Z08'£S
Z6'o*
00'L$ __ l
08'6$
o t'93
00'1$
$268.60
$268.60
OL't$
0s'ZZ$
OL'Z$
Lot•bz$
$29.501
*47.
61
■
61
49
CO
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CD
CD
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I00'211'is 1
1_00' 1,60'3 1
LOZ'09L`zt
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OL'9S0'S$
06'Z09'ES
b Sons
Amount
312,000.00 ,
00'0SZS
00'9£SS
00'0915
00'003
00'S1£S
00'00£$
00'003
r o - o . o pil 1
$810.00]
31,984.001
100' 1
$612.00
$29,250.00
0
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49
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cro
69
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0
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1 00'0£9$
100'009'£* 1
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1 oo'ooz'1$
I $3,000.00
313,500.00
*150.00
I oo'z$
00'9$
00
00'9$
00'1$
00'00£$
00
00'25
100
00'£$
Iona
00'91$
00'9£$
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co
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I 00'51$
1 0000Z' I$
100'009'1$
1 00'00 t'Z
'
$3,000.00
1 $4,500.00
$150.00
■
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1
Contractor
Item Description
Mobilization
Remove Concrete Curb and
Gutter
Remove Existing Storm Sewer
Pipe (18" Dia. or Tess)
Remove Existing Storm Sewer
Pipe (21" Dia. or Greater)
(Remove Concrete Pavement
(Inc. Sidewalk & Driveway)
'Remove Bituminous Pavement
[(inc. Driveway)
•
•
',Remove Existing Catch Basin
1
Remove Existing Storm Manhole
F V )IIemePIS
luawaned alaaauo° 6UIMes,
Sawing Bituminous Pavement I
12" RCP CL V Storm Sewer
! I
I I
I I
' I
'15" RCP CL V Storm Sewer
121" RCP CL III Storm Sewer
I
I
130" RCP CL 111 Storm Sewer
136" RCP CL III Storm Sewer
142" RCP CL III Storm Sewer
51" Span RC Pipe - Arch CL III
Storm Sewer
42" RCP Apron with Trashguard
I
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1
•
I
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Amount
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51,167.08
52,072.00
$2,436.00
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56,150.00
54,119.50
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5201.50
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Item Description
( Connect Existing 15" CS Pipe to
Manhole
1
'Connect Existing 18" RCP to
Manhole
' Connect Existing 24" RCP to
'Manhole
'Connect Existing 24" RCP to
'Catch Basin
'Connect 12" RCP to Existing
Catch Basin
'Connect 21" RCP to Existing
Catch Basin
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1
' ,Trench Foundation Material
( ,Type 41A Bituminous Wear
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,Type 31B Bituminous Base
Bituminous Tack Material
Class 5 Aggregate Base (100%
Crushed'
Select Granular Borrow
B618 Concrete Curb and Gutter
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r Thick Concrete Sidewalk 1
4" Solid Line Yellow - Epoxy
4" Broken Line Yellow - Epoxy
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Remove and Replant Tree
Erosion Control Silt Fence
Fumish and Install Erosion
Control Sittsack
Bale Check
Traffic Control
1
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Construct Flow Restoration in
Existing Catch Basin
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Rieke Carroll Muller Associates. Inc.
Total Bid Parts A and B
Bid Tabulation
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WHEREAS, City Projects 97-08 (Storm Sewer Construction — Hopkins Plaza/Home Center) and
97 -11 (6 Ave. Storm Sewer — 1d St/3 St. North) are components of a larger, single bid proposal, and
WHEREAS, the award of bid, as directed in the proposal, is to be based upon the low bidder for
the sum of three sections, and
WHEREAS, two separate contracts, one for Project 97 -08 and one for Project 97 -11, were to be
executed by the successful low bidder, and
WHEREAS, Northdale Construction is the lowest bidder,
NOW THEREFORE, BE IT RESOLVED by the City Council of Hopkins, Minnesota, that the
bids of Northdale Construction in the amounts of $55,000.00 for Project 97 -08 and $561,364.20 for
Project 97 -11, in sum a total of $616,364.20, constitutes the lowest responsible bid, and the Mayor and
City Manager are hereby authorized and directed to enter into a contract with said bidder for and on
behalf of the City.
Adopted by the City Council of the City of Hopkins, Minnesota, this 21st Day of April, 1998
ATTEST:
Terry Obermaier, City Clerk
CITY OF HOPKINS
Hennepin County, Minnesota
RESOLUTION NO. 98 -22
RESOLUTION FOR AWARD OF BID
CITY PROJECTS 97 -08 AND 97 -11
Charles D. Redpenning, Mayor