HomeMy WebLinkAboutItem 04Memorandum
To: Mayor and City Council
From: Brett Altergott, Parks & Recreation Director
John Hennen, Park Maintenance & Operations Manager
Copy: Steve Mielke, City Administrator
Dennis Feller, Finance Director
Date: June 13, 2013
Subject: KenrickAvenueTrail Project Update
City of Lakeville
Parks & Recreation
OBJECTIVE
The objective of the construction of the Kenrick Avenue Trail (also known as the Lake Marion
Loop) is to complete a significant trail segment to the city's existing trail system. The trail
would:
1. Provide pedestrian and bike safety
2. Be constructed with a significant contribution from a Federal Grant ($826,400)
3. Meet the desires and wishes of many of the Lake Marion homeowners.
HISTORICAL BACKGROUND
A Feasibility Study was completed for the project in 2007. In 2009, the City was successful in
securing a $1 million Federal Grant for the project. This project included the construction of a
trail on the bluffs of Lake Marion on property owned by the Bury family. An agreement with
the Bury family could not be reached so staff proceeded to work with MnDOT and the
Metropolitan Council to complete a Scope of Change on project which entailed relocating the
trail from the bluffs to the south side of 195" Street from Casperson Park to Kenrick Avenue.
The Scope of Change and Federal Grant were approved equaling $826,400.
Construction and financing of the trail on Kenrick Avenue, from the Park & Ride to 205t Street
and alongside the south side of 195th Street from Kenrick Avenue to Casperson Park, was
presented to the City Council at a Work Session in March of 2012. After the Work Session,
WSB was authorized to proceed with the preparation of plans and specifications.
Ten bids were received for the project on September 18, 2012. The engineer's estimate for
the project was $1,190,559.20. The low bid was submitted by Rosti Construction of Minnesota,
Inc. with a bid of $1,333,333.00 which is 12% higher than the engineer's estimate.
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1
On September 28, 2012 the Council rejected the bids and re -bid the project in early 2013 with
the expectation of receiving more favorable bids.
Prior to rebidding, staff and WSB reviewed different design options in the attempt to lower
costs such as the elimination of some or all of the over 700' of boardwalk that was designed as
part of the original bid package. The attached memo from WSB explains the steps that were
taken and the complexity of the project.
After the redesign of the trail, bids were opened again on June 3, 2013. Four bids were
received for the project with Rosti Construction of Minnesota, Inc. submitting the low bid of
$1,874,210.40 which is 13% higher than the engineer's estimate of $1,657,349.
FINANCIAL HISTORICAL PERSPECTIVE
The current Kenrick Avenue Trail plan location was established in March of 2012 with a
budget based on engineer's estimate as $1.30 million. The project budget was revised as
$1.797 million in September 2012 after bids were opened.
The project costs have increased to $2.211 million based on recent June bids which includes a
$93,710 contingency which is 5% of the construction costs. The 5% contingency was
recommended by WSB and is consistent with contingency used for street construction
projects. Staff is recommending the City share of project costs ($1.36 million) be financed
from the Park Dedication Fund.
Revenues
Federal Grant
Dakota County Grant
Lake Marion Assoc.
Park Dedication Fund
Estimate Estimate Estimate
March 2012 Sept 2012 June 2013
826,400 826,400 826,400
22,000 13,980 22,000
2,000
451,600 957,121 1,360,875
Total Revenues $ 1,300,000 $ 1,797,501 $ 2,211,275
Expenditures
Construction Contract
Engineering (estimate)
Other (incl contingency)
1,033,000
160,932
106,068
1,603,333
164,000
30,168
1,874,210
205,000
132,065
Total Project Cost $ 1,300,000 $ 1,797,501 $ 2,211,275
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2
FINANCING RECOMMENDATIONS
Park Dedication Fund
The 2012 Park Dedication fund balance was $971,193 more than anticipated as a result of the
resurgence in single family development activities and as a result of not pursuing the Bury
property acquisitions at this time.
2012
Budget Actual Variance
Revenues
Park Development Fees 296,045 970,360
Other 73,759 108,391
Total Revenues $ 369,804 $ 1,078,751 $
674,315
34,632
708,947
Expenditures
Bury Property Acqusitions 300,000 - 300,000
Developer Credits 21,973 127,677 (105,704)
Other 248,027 180,077 67,950
Total Expenditures $ 570,000 $ 307,754 $ (262,246)
Increase / (decrease) (200,196) 770,997 ' 971,193
Fund Balance, January 1 751,325 626,042 (125,283)
Fund Balance, December 31 $ 551,129 $ 1,397,039 $ 845,910
In 2013, Park Dedication fees have already exceeded budget estimates by $194,079 and
developer credits are $102,477 less than budget. The 2012 increase in fund balance
combined with the 2013 development activity exceeding budget, provide adequate and
sufficient financing for the Kenrick Avenue Trail project.
Revenues
Park Development Fees
Other
Total Revenues
Expenditures
Kenrick Avenue Trail
Dodd Blvd Trail
Developer Credits
Other
Total Expenditures
Increase / (decrease)
Fund Balance, January 1
Fund Balance, December 31
525,448 719,527 194,079
100,945 105,646 4,701
$ 626,393 $ 825,173 $ 198,780
2013
Budget Estimated Variance
957,121
146,700
149,000
67,000
1,319,821
(693,428)
1,397,039
703,611 $
1,360,875 (403,754)
146,700
46,523 102,477
67,000
$ 1,621,098 $
(795,925)
1,397,039
601,114 $
(301,277)
(102,497)
(102,497)
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3
The 2013 -2017 Capital Improvement Plan anticipated $2.27 million of park improvement
projects in the next five years. Based on current residential development activity, there will
be sufficient revenues to finance the projects as provided in the 2013 -2017 Capital
Improvement Plan. Project schedules may need to be adjusted subject to funding availability.
FINANCING ALTERNATIVES
The alternatives available for financing the Kenrick Avenue Trail project are as follows.
a. Trail Improvement Fund
The Trail Improvement Fund accounts for the long term maintenance, repairs and
replacement of the City Trails. The primary revenue source is transfers from the
General Fund unencumbered balances in previous years.
The Fund has a $1.007 million balance which is appropriated to trail repairs in 2013-
2017. If the Kenrick Avenue Trail is financed from the Trail Improvement Fund, tax
levies will be required to provide adequate financing for trail repairs or replacements.
Staff does not recommend financing the Kenrick Avenue Trail project from the Trail
Fund because it would result in tax levy increases in 2014 -2017.
b. Pavement Management Fund
The Pavement Management Fund function is to account for activities relating to crack
sealing, patching, sealcoating and overlays. The Fund is financed with Municipal State
Aid and property taxes.
Bids received for overlays and city -wide patching have been favorable; however, the
final cost will depend in large part on actual quantities. Initial estimates based on bids
are as follows:
Expenditures
Crackseal i ng
Sealcoating
Velocity Patching
Patching & Minor Overlays
Park Parking Lots
Sidewalk
Concrete Curb /Draintile
Bridge Inspection /Repairs
Other
Budget
55,000
216,320
103,000
547,960
13,197
25,000
25,000
1 7,500
55,000
Estimate
Amount Variance
89,436 (34,436)
130,000 86,320
110,000 (7,000)
465,077 82,883
13,197 -
25,000 -
21,583 3,417
16,750 750
55,000
Total Maintenance $ 1,057,977 $ 926,043 $ 131,935
If in the coming months after final costs have been determined, the City Council
wishes to appropriate all or a portion of the unencumbered Pavement Management
Fund balances (current estimate: $131,935) to the Kenrick Avenue Trail project, a
transfer can be made at that time to reduce the projects reliance on Park Dedication
Fund financing.
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4
c. General Fund - 2012 Unencumbered balance
The 2012 General Fund balance exceeds estimates by $1.036 million; appropriating all
or a portion of unencumbered 2012 General Fund balance to transportation projects is
an option. However the Council will not be reviewing the 2014 proposed tax levy and
2014 -2015 budget until late July and early August.
Therefore, staff recommends that discussions regarding the 2012 General Fund
unencumbered balance be deferred until presented in conjunction with the 2014
proposed tax levy and 2014 -2015 budget. If in the coming months, the City Council
wishes to appropriate all or a portion of the 2012 unencumbered General Fund
balance to the Kenrick Avenue Trail project, a transfer can be made at that time to
reduce the projects reliance on Park Dedication Fund financing.
d. Liquor Fund
Appropriating all or a portion of Liquor Funds to the Kenrick Avenue Trail project is an
option; however, the Liquor Fund available balances have been initially dedicated to
equipment fund capital expenditures. If the Liquor Fund balances are appropriated to
a transportation project - the tax levies for equipment replacement would increase
accordingly. However, the Council will not be reviewing the proposed 2014 tax levy
and 2014 -2015 budget until mid -July and early August.
Therefore, staff recommends that discussions regarding the Liquor Fund
appropriations be deferred until presented in conjunction with the 2014 proposed tax
levy and 2014 -2015 budget. If in the coming months, the City Council wishes to
appropriate all or a portion of Liquor Fund balances to the Kenrick Avenue Trail
project, a transfer can be made at that time to reduce the projects reliance on Park
Dedication Fund financing.
e. Life Time Fitness
The City of Lakeville sold land that is currently the site of the Life Time Fitness Center.
The final Life Time Fitness payment ($825,000) is in 2013. The 2013 -2014 Budget and
the 2013 -2017 Capital Improvement Fund anticipated the proceeds from Life Time
Fitness to be appropriated to facility major maintenance projects. If the Life Time
Fitness payment is appropriated to the Kenrick Avenue Trail project, future
government building maintenance would be financed from property taxes or other
yet to be identified revenue sources. Staff therefore does not recommend
appropriation of Life Time Fitness proceeds because it will result in tax increases.
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5
STAFF RECOMMENDATIONS
The Kenrick Avenue Trail project has become much more complex and expensive than
originally anticipated. While the project costs have substantially exceeded the original
estimate in 2012, the project is feasible and it can be reasonably assumed that the project will
not become less expensive.
Federal funding for the project is currently available but will be lost if the City does not
proceed this year. Local funding can be accomplished with Park Dedication funds due to
greater than anticipated platting in the City. The additional funding will not jeopardize other
projects.
The project will provide substantial benefits for the community and enjoys community
support.
Staff is recommending the City Council proceed with the project and the City share of the
Kenrick Avenue trail project be financed from the Park Dedication Fund.
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6
WSB Amin Assoc engineering• planning• environmental. construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763 - 541 -1700
Memorandum
To: Mr. Brett Altergott, Parks & Recreation Director
From: Monica Heil, WSB & Associates, Inc.
Date: June 18, 2013
Re: Lake Marion Trail Extension Project
WSB Project No. 1715 -840
Background
The Lake Marion Trail Extension project was originally bid on September 18, 2012. At that
time, the design of the project included Mn/DOT approved modular block retaining walls and
pedestrian boardwalks to facilitate the construction of the Lake Marion Trail Extension over and
across Lake Marion and the adjacent wetlands, where Lake Marion crosses beneath Interstate -
35. The bids received for the project, with the lowest bid totaling $1,333,333.00, which was
12% higher than the original engineer's estimate for the project. At the time, many contractors
cited an increase on construction activity and limited resources to complete the project due to
other scheduling constraints. The City made the decision to reject the bids received on October
1, 2012, and to modify some of the original design components in an effort to reduce
construction costs and re -bid the project at a time when contractor resources were less
constrained.
In the decision to re -bid the Lake Marion Trail Extension Project, City Staff was seeking
opportunities to reduce the overall length of the proposed boardwalk to reduce on -going
operations and maintenance costs associated with such a boardwalk. In lieu of the boardwalk
that was proposed to be constructed over portions of the wetlands adjacent to Lake Marion, the
possibility of installing modular block retaining walls, as were previously approved by Mn /DOT,
was investigated. Based on the average bid prices received with the September 18, 2012 bid
opening for this project, it was estimated that up to $140,000 in savings could be realized by
increasing the modular block retaining walls for the project, and reducing the overall length of
the proposed boardwalks. The City moved forward with the redesign of the project to
incorporate the aforementioned changes and re- submitted plans to Mn/DOT for review on
January 25, 2013.
Following Mn /DOT's review of the re- submittal, WSB & Associates, Inc. received comments
stating that Mn /DOT's most recent prefabricated modular block retaining wall specification no
longer allows the use of modular block retaining walls in areas where the groundwater table is
above the leveling pad of the walls. This modular block retaining wall specification change had
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
8:\01715- 841\Admin\Docs \6 18 13 BAltergott Memo.docx
Mr. Brett Altergott
June 18, 2013
Page 2
been communicated internally at Mn/DOT, but had not been published or made available to the
public. Mn /DOT now requires sheet pile retaining walls be installed in such applications; the
modular block retaining walls approved for the project by Mn/DOT in 2012 are no longer
permitted. Sheet pile retaining walls are more expensive than modular block retaining walls, and
so the following possibilities were also examined:
• Was additional federal funding available to mitigate some of the increased costs
associated with the sheet pile retaining walls? WSB & Associates did contact Mn /DOT
in March, 2013 to investigate this alternative.
o Unfortunately, no additional funding was available for this project.
• Are there other opportunities to eliminate some of the proposed retaining walls and
increase wetland impacts as a result?
o This was discussed with the DNR. However, as previous submittals had already
demonstrated that wetland impacts could be limited through a combination of
retaining walls and boardwalks, the DNR will not allow for additional wetland
impacts for the sole purposes of reducing project construction costs.
Having investigated the aforementioned alternatives, and realizing that there was still a benefit to
re- bidding the project using a combination of sheet -pile retaining walls and boardwalks (The
total boardwalk length has been reduced by 320 -feet since the September, 2012 bidding of the
project. Long -term reductions in the operation and maintenance costs associated with the
boardwalk system will be realized for many years to come), Staff decided to move forward with
re- bidding the project, with the first advertisement for bid running on May 3, 2013. The
engineer's estimate for the revised design was $1,657,349.20. The low bidder at the June 3, 2013
bid opening was Rosti Construction, in the amount of $1,874,210.10. The difference between
the engineer's estimate and the bid prices received was largely due to the "Foundation
Preparation" associated with the bridge component of the project ($191,000). The bid price
received for this same item from Rosti Construction in September, 2012 was $6,000. After
numerous requests, Rosti has not provided an explanation for the increased bid price for this
work.
WSB and Staff have researched possible design alternatives that would reduce the project costs
without altering the scope of the project. For example, the City could opt not to resurface the
parking lot adjacent to the fishing pier as a part of this project in an effort to reduce the project
costs. Moving forward, the field representative working on the project will closely monitor
construction conditions to determine if there are additional design alternatives to reduce the
project construction costs, without altering the scope of the project.
8:\01715- 841\Admin\Docs \6 18 13 BAltergott Memo.docx
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Rosti Construction of MN,
Inc.
Sunram Construction
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
LUMP SUM
1
$45,000.00
$45,000.00
$70,000.00
$70,000.00
$66,500.55
$66,500.55
ACRE
1.6
$3,000.00
$4,800.00
$3,200.00
$5,120.00
$2,100.00
$3,360.00
TREE
51
$100.00
$5,100.00
$112.00
$5,712.00
$115.00
$5,865.00
ACRE
1.6
$2,000.00
$3,200.00
$3,100.00
$4,960.00
$2,100.00
$3,360.00
TREE
51
$75.00
$3,825.00
$102.00
$5,202.00
$115.00
$5,865.00
DULVERT
LIN FT
82
$6.25
$512.50
$5.00
$410.00
$6.30
$516.60
ND GUTTER
LIN FT
45
$7.00
$315.00
$8.00
$360.00
$10.00
$450.00
LIN FT
360
$3.50
$1,260.00
$3.00
$1,080.00
$3.70
$1,332.00
=ENCE
LIN FT
16
$4.00
$64.00
$10.00
$160.00
$10.00
$160.00
3UARD RAIL
LIN FT
455
$2.00
$910.00
$2.00
$910.00
$2.10
$955.50
RAIL -PLATE BEAM
LIN FT
550
$3.50
$1,925.00
$3.60
$1,980.00
$3.65
$2,007.50
G
LIN FT
15
$50.00
$750.00
$47.00
$705.00
$75.00
$1,125.00
ETE WALK
SQ YD
6
$8.00
$48.00
$10.00
$60.00
$55.00
$330.00
JOUS PAVEMENT
SQ YD
1633
$4.00
$6,532.00
$3.00
$4,899.00
$2.20
$3,592.60
\PRON
EACH
6
$150.00
$900.00
$100.00
$600.00
$80.00
$480.00
RAGE ASSEMBLY -PLATE BEAM
EACH
2
$200.00
$400.00
$130.00
$260.00
$130.00
$260.00
D END TREATMENT
EACH
2
$350.00
$700.00
$375.00
$750.00
$370.00
$740.00
2
EACH
4
$50.00
$200.00
$20.00
$80.00
$21.00
$84.00
DS
EACH
1
$100.00
$100.00
$100.00
$100.00
$250.00
$250.00
G
EACH
1
$500.00
$500.00
$800.00
$800.00
$300.00
$300.00
'PE C
EACH
12
$50.00
$600.00
$20.00
$240.00
$21.00
$252.00
( ABSORBING TERMINAL
EACH
2
$450.00
$900.00
$300.00
$600.00
$370.00
$740.00
OUS PAVEMENT (FULL DEPTH)
LIN FT
466
$4.00
$1,864.00
$4.00
$1,864.00
$3.65
$1,700.90
IING WALL
LIN FT
45
$35.00
$1,575.00
$14.00
$630.00
$12.50
$562.50
Contract No.:
Project No.: 01715 -84
Owner: Minneapolis
WSB
Project Bid Abstract
Denotes Corrected Figure
6/4/2013
Page 1
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Rosti Construction of MN,
Inc.
Sunram Construction
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
YPE SPECIAL
EACH
1
$200.00
$200.00
$1.00
$1.00
$26.25
$26.25
YPE SPECIAL
EACH
9
$75.00
$675.00
$1.00
$9.00
$26.25
$236.25
DX SUPPORT
EACH
2
$100.00
$200.00
$100.00
$200.00
$300.00
$600.00
ATION (P)
CU YD
16625
$9.50
$157,937.50
$9.00
$149,625.00
$10.75
$178,718.75
,VATION (P)
CU YD
2098
$9.50
$19,931.00
$7.00
$14,686.00
$13.00
$27,274.00
AR BORROW MOD 10% (CV)
CU YD
1
$50.00
$50.00
$50.00
$50.00
$100.00
$100.00
N (LV)
CU YD
5045
$12.00
$60,540.00
$15.00
$75,675.00
$23.20
$117,044.00
LUMP SUM
1
$5,000.00
$5,000.00
$15,000.00
$15,000.00
$46,500.00
$46,500.00
R (WITH PICKUP BROOM)
HOUR
20
$150.00
$3,000.00
$75.00
$1,500.00
$125.00
$2,500.00
M GALLONS
100
$30.00
$3,000.00
$10.00
$1,000.00
$25.00
$2,500.00
;E (CV) CLASS 5
CU YD
2515
$31.00
$77,965.00
$27.00
$67,905.00
$28.30
$71,174.50
)ULDERING (CV) CLASS 2
CU YD
68
$40.00
$2,720.00
$35.00
$2,380.00
$75.00
$5,100.00
RING COURSE MIXTURE (2,B)
TON
1382
$70.00
$96,740.00
$75.00
$103,650.00
$75.60
$104,479.20
ARING COURSE MIXTURE (2,B)
TON
139
$75.00
$10,425.00
$120.00
$16,680.00
$69.30
$9,632.70
NCRETE (1A43)
CU YD
1
$1,000.00
$1,000.00
$300.00
$300.00
$4,500.00
$4,500.00
NCRETE (3Y43)
CU YD
100
$500.00
$50,000.00
$300.00
$30,000.00
$1,275.00
$127,500.00
- BARS (EPDXY COATED)
POUND
5300
$1.50
$7,950.00
$2.00
$10,600.00
$3.15
$16,695.00
- ION
LUMP SUM
1
$12,000.00
$12,000.00
$10,000.00
$10,000.00
$28,100.00
$28,100.00
VG WALL
LIN FT
45
$150.00
$6,750.00
$30.00
$1,350.00
$61.15
$2,751.75
AVATION
LUMP SUM
1
$1,000.00
$1,000.00
$6,000.00
$6,000.00
$2,750.00
$2,750.00
t PILING
LIN FT
2800
$25.00
$70,000.00
$22.00
$61,600.00
$24.10
$67,480.00
.ING (PERMANENT) (P)
SQ FT
8685
$36.00
$312,660.00
$43.00
$373,455.00
$34.65
$300,935.25
'ERT
LIN FT
80
$30.00
$2,400.00
$30.00
$2,400.00
$28.35
$2,268.00
'ERT
LIN FT
198
$28.00
$5,544.00
$35.00
$6,930.00
$34.65
$6,860.70
'ERT
LIN FT
34
$38.00
$1,292.00
$40.00
$1,360.00
$36.75
$1,249.50
'ERT
LIN FT
22
$54.00
$1,188.00
$55.00
$1,210.00
$74.55
$1,640.10
)N
EACH
6
$300.00
$1,800.00
$300.00
$1,800.00
$147.00
$882.00
)N
EACH
13
$275.00
$3,575.00
$400.00
$5,200.00
$184.00
$2,392.00
)N
EACH
1
$340.00
$340.00
$500.00
$500.00
$205.00
$205.00
)N
EACH
2
$525.00
$1,050.00
$600.00
$1,200.00
$450.00
$900.00
)N
EACH
1
$750.00
$750.00
$800.00
$800.00
$785.00
$785.00
3 RON
EACH
1
$600.00
$600.00
$700.00
$700.00
$485.00
$485.00
R (SMOOTH)
LIN FT
106
$20.00
$2,120.00
$30.00
$3,180.00
$21.00
$2,226.00
ER
LIN FT
115
$35.00
$4,025.00
$35.00
$4,025.00
$34.65
$3,984.75
ER DESIGN 3006 CLASS V
LIN FT
97
$36.00
$3,492.00
$37.00
$3,589.00
$37.80
$3,666.60
Page 2
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Rosti Construction of MN,
Inc.
Sunram Construction
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
TING STORM SEWER
EACH
2
$500.00
$1,000.00
$500.00
$1,000.00
$500.00
$1,000.00
■AGE STRUCTURE DESIGN G
LIN FT
4.4
$300.00
$1,320.00
$400.00
$1,760.00
$340.00
$1,496.00
AGE STRUCTURE DESIGN H
LIN FT
3.7
$285.00
$1,054.50
$400.00
$1,480.00
$315.00
$1,165.50
AGE STRUCTURE DESIGN SD -48
LIN FT
3.8
$325.00
$1,235.00
$400.00
$1,520.00
$430.00
$1,634.00
■AGE STRUCTURE DESIGN 48 -4020
LIN FT
3.8
$350.00
$1,330.00
$400.00
$1,520.00
$420.00
$1,596.00
AGE STRUCTURE DESIGN SPECIAL 1
EACH
3
$500.00
$1,500.00
$500.00
$1,500.00
$1,680.00
$5,040.00
_Y
EACH
4
$600.00
$2,400.00
$600.00
$2,400.00
$410.00
$1,640.00
;LASS II
CU YD
66
$80.00
$5,280.00
$100.00
$6,600.00
$95.00
$6,270.00
K
SQ FT
2176
$6.00
$13,056.00
$5.75
$12,512.00
$5.75
$12,512.00
GUTTER DESIGN B418
LIN FT
156
$30.00
$4,680.00
$26.00
$4,056.00
$26.75
$4,173.00
3, GUTTER DESIGN B618
LIN FT
45
$35.00
$1,575.00
$26.00
$1,170.00
$26.75
$1,203.75
R DESIGN SPECIAL
LIN FT
166
$23.00
$3,818.00
$21.00
$3,486.00
$21.50
$3,569.00
:S
SQ FT
176
$40.00
$7,040.00
$36.00
$6,336.00
$37.25
$6,556.00
SUPPORT
EACH
2
$100.00
$200.00
$75.00
$150.00
$250.00
$500.00
LIN FT
376
$500.00
$188,000.00
$500.00
$188,000.00
$440.00
$165,440.00
DESIGN SPECIAL A
LIN FT
50
$67.00
$3,350.00
$70.00
$3,500.00
$72.00
$3,600.00
DESIGN B8307
LIN FT
2196
$17.00
$37,332.00
$18.00
$39,528.00
$18.25
$40,077.00
- ANGENT TERMINAL
EACH
8
$2,000.00
$16,000.00
$2,300.00
$18,400.00
$2,370.00
$18,960.00
B
EACH
28
$35.00
$980.00
$50.00
$1,400.00
$52.50
$1,470.00
3N 60V -9322
LIN FT
2056
$18.00
$37,008.00
$15.00
$30,840.00
$13.25
$27,242.00
,EMBLY(CHAIN LINK FENCE)
EACH
11
$250.00
$2,750.00
$300.00
$3,300.00
$295.00
$3,245.00
IND
EACH
12
$125.00
$1,500.00
$180.00
$2,160.00
$185.00
$2,220.00
.
LUMP SUM
1
$20,000.00
$20,000.00
$3,500.00
$3,500.00
$8,000.00
$8,000.00
HOUR
150
$50.00
$7,500.00
$50.00
$7,500.00
$75.00
$11,250.00
C
SQ FT
161.4
$33.00
$5,326.20
$31.00
$5,003.40
$32.25
$5,205.15
E SPECIAL
EACH
1
$200.00
$200.00
$100.00
$100.00
$160.00
$160.00
E SPECIAL
EACH
9
$100.00
$900.00
$100.00
$900.00
$105.00
$945.00
ER X4 -4
EACH
2
$125.00
$250.00
$125.00
$250.00
$130.00
$260.00
:ER X4 -5
EACH
4
$75.00
$300.00
$20.00
$80.00
$80.00
$320.00
MACHINE SLICED
LIN FT
10640
$1.50
$15,960.00
$1.00
$10,640.00
$2.35
$25,004.00
JRTAIN TYPE MOVING WATER
LIN FT
690
$15.00
$10,350.00
$20.00
$13,800.00
$12.50
$8,625.00
ET PROTECTION
EACH
10
$125.00
$1,250.00
$200.00
$2,000.00
$125.00
$1,250.00
NOOD FIBER BIOROLL
LIN FT
1260
$3.00
$3,780.00
$4.00
$5,040.00
$6.00
$7,560.00
TION
EACH
18
$125.00
$2,250.00
$100.00
$1,800.00
$175.00
$3,150.00
ACRE
6.6
$100.00
$660.00
$100.00
$660.00
$235.00
$1,551.00
Page 3
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Rosti Construction of MN,
Inc.
Sunram Construction
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
150
POUND
835
$2.50
$2,087.50
$3.00
$2,505.00
$4.35
$3,632.25
,L TYPE 1
TON
5.8
$150.00
$870.00
$90.00
$522.00
$475.00
$2,755.00
3
ACRE
3
$100.00
$300.00
$90.00
$270.00
$130.00
$390.00
ZOL BLANKETS CATEGORY 3
SQ YD
19680
$1.00
$19,680.00
$1.00
$19,680.00
$1.25
$24,600.00
E 3
POUND
3300
$0.60
$1,980.00
$0.40
$1,320.00
$1.05
$3,465.00
,TION METHOD 3
M GALLONS
39.6
$60.00
$2,376.00
$50.00
$1,980.00
$367.00
$14,533.20
LIN FT
570
$12.00
$6,840.00
$3.00
$1,710.00
$7.75
$4,417.50
Total Schedule A:
$1,445,168.20
$1,493,920.40
$1,682,613.80
STEEL BRIDGE (PAINTED)
LUMP SUM
1
$80,000.00
$80,000.00
$80,000.00
$80,000.00
$94,300.00
$94,300.00
LUMP SUM
1
$10,000.00
$10,000.00
$15,000.00
$15,000.00
$26,750.00
$26,750.00
)NCRETE (1A43)
CU YD
12
$600.00
$7,200.00
$500.00
$6,000.00
$775.00
$9,300.00
)NCRETE (3Y43)
CU YD
45
$900.00
$40,500.00
$500.00
$22,500.00
$1,070.00
$48,150.00
T BARS
POUND
900
$1.50
$1,350.00
$2.00
$1,800.00
$3.50
$3,150.00
T BARS (EPDXY COATED)
POUND
2770
$1.80
$4,986.00
$2.00
$5,540.00
$3.75
$10,387.50
)AVATION
LUMP SUM
1
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$2,900.00
$2,900.00
:EPARATION
LUMP SUM
1
$10,000.00
$10,000.00
$191,000.00
$191,000.00
$5,800.00
$5,800.00
NCHOR RODS
EACH
8
$100.00
$800.00
$100.00
$800.00
$250.00
$2,000.00
PILING DELIVERED 12"
LIN FT
535
$56.00
$29,960.00
$60.00
$32,100.00
$67.40
$36,059.00
PILING DRIVEN 12"
LIN FT
535
$11.00
$5,885.00
$10.00
$5,350.00
$5.25
$2,808.75
'RAP, CL III
CU YD
52
$125.00
$6,500.00
$100.00
$5,200.00
$95.00
$4,940.00
Total Schedule B:
$212,181.00
$380,290.00
$246,545.25
$1,445,168.20
$1,493,920.40
$1,682,613.80
$212,181.00
$380,290.00
$246,545.25
$1,657,349.20
$1,874,210.40
$1,929,159.05
-84
13.08%
16.40%
Page 4
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Minnowa Construction, Inc.
Veit & Company, Inc.
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
LUMP SUM
1
$45,000.00
$45,000.00
$128,000.00
$128,000.00
$150,000.00
$150,000.00
ACRE
1.6
$3,000.00
$4,800.00
$2,000.00
$3,200.00
$2,250.00
$3,600.00
TREE
51
$100.00
$5,100.00
$110.00
$5,610.00
$125.00
$6,375.00
ACRE
1.6
$2,000.00
$3,200.00
$2,000.00
$3,200.00
$2,250.00
$3,600.00
TREE
51
$75.00
$3,825.00
$100.00
$5,100.00
$125.00
$6,375.00
L'ULVERT
LIN FT
82
$6.25
$512.50
$5.00
$410.00
$14.00
$1,148.00
ND GUTTER
LIN FT
45
$7.00
$315.00
$5.00
$225.00
$17.00
$765.00
LIN FT
360
$3.50
$1,260.00
$3.50
$1,260.00
$3.50
$1,260.00
=ENCE
LIN FT
16
$4.00
$64.00
$10.00
$160.00
$14.00
$224.00
3UARD RAIL
LIN FT
455
$2.00
$910.00
$2.00
$910.00
$2.25
$1,023.75
RAIL -PLATE BEAM
LIN FT
550
$3.50
$1,925.00
$3.50
$1,925.00
$3.50
$1,925.00
G
LIN FT
15
$50.00
$750.00
$10.00
$150.00
$140.00
$2,100.00
ETE WALK
SQ YD
6
$8.00
$48.00
$10.00
$60.00
$35.00
$210.00
JOUS PAVEMENT
SQ YD
1633
$4.00
$6,532.00
$5.00
$8,165.00
$1.50
$2,449.50
kPRON
EACH
6
$150.00
$900.00
$200.00
$1,200.00
$160.00
$960.00
RAGE ASSEMBLY -PLATE BEAM
EACH
2
$200.00
$400.00
$125.00
$250.00
$150.00
$300.00
D END TREATMENT
EACH
2
$350.00
$700.00
$350.00
$700.00
$375.00
$750.00
R
EACH
4
$50.00
$200.00
$55.00
$220.00
$25.00
$100.00
;DS
EACH
1
$100.00
$100.00
$200.00
$200.00
$100.00
$100.00
G
EACH
1
$500.00
$500.00
$500.00
$500.00
$1,000.00
$1,000.00
'PE C
EACH
12
$50.00
$600.00
$55.00
$660.00
$25.00
$300.00
( ABSORBING TERMINAL
EACH
2
$450.00
$900.00
$350.00
$700.00
$400.00
$800.00
OUS PAVEMENT (FULL DEPTH)
LIN FT
466
$4.00
$1,864.00
$4.00
$1,864.00
$2.25
$1,048.50
IING WALL
LIN FT
45
$35.00
$1,575.00
$50.00
$2,250.00
$28.00
$1,260.00
YPE SPECIAL
EACH
1
$200.00
$200.00
$100.00
$100.00
$28.00
$28.00
YPE SPECIAL
EACH
9
$75.00
$675.00
$50.00
$450.00
$28.00
$252.00
DX SUPPORT
EACH
2
$100.00
$200.00
$100.00
$200.00
$40.00
$80.00
ATION (P)
CU YD
16625
$9.50
$157,937.50
$13.00
$216,125.00
$10.40
$172,900.00
■VATION (P)
CU YD
2098
$9.50
$19,931.00
$10.00
$20,980.00
$3.90
$8,182.20
AR BORROW MOD 10% (CV)
CU YD
1
$50.00
$50.00
$100.00
$100.00
$21.75
$21.75
W (LV)
CU YD
5045
$12.00
$60,540.00
$25.00
$126,125.00
$18.00
$90,810.00
LUMP SUM
1
$5,000.00
$5,000.00
$20,000.00
$20,000.00
$11,150.00
$11,150.00
R (WITH PICKUP BROOM)
HOUR
20
$150.00
$3,000.00
$120.00
$2,400.00
$105.00
$2,100.00
M GALLONS
100
$30.00
$3,000.00
$50.00
$5,000.00
$45.00
$4,500.00
Page 5
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Minnowa Construction, Inc.
Veit & Company, Inc.
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
(CV) CLASS 5
CU YD
2515
$31.00
$77,965.00
$40.00
$100,600.00
$34.50
$86,767.50
JLDERING (CV) CLASS 2
CU YD
68
$40.00
$2,720.00
$60.00
$4,080.00
$62.00
$4,216.00
ING COURSE MIXTURE (2,B)
TON
1382
$70.00
$96,740.00
$72.00
$99,504.00
$72.00
$99,504.00
RING COURSE MIXTURE (2,B)
TON
139
$75.00
$10,425.00
$66.00
$9,174.00
$81.50
$11,328.50
CRETE (1A43)
CU YD
1
$1,000.00
$1,000.00
$500.00
$500.00
$7,000.00
$7,000.00
CRETE (3Y43)
CU YD
100
$500.00
$50,000.00
$800.00
$80,000.00
$955.00
$95,500.00
BARS (EPDXY COATED)
POUND
5300
$1.50
$7,950.00
$2.00
$10,600.00
$1.25
$6,625.00
JN
LUMP SUM
1
$12,000.00
$12,000.00
$5,000.00
$5,000.00
$20,000.00
$20,000.00
73 WALL
LIN FT
45
$150.00
$6,750.00
$200.00
$9,000.00
$27.75
$1,248.75
VATION
LUMP SUM
1
$1,000.00
$1,000.00
$25,000.00
$25,000.00
$9,150.00
$9,150.00
'ILING
LIN FT
2800
$25.00
$70,000.00
$22.00
$61,600.00
$46.00
$128,800.00
JG (PERMANENT) (P)
SQ FT
8685
$36.00
$312,660.00
$45.00
$390,825.00
$37.50
$325,687.50
RT
LIN FT
80
$30.00
$2,400.00
$30.00
$2,400.00
$26.00
$2,080.00
RT
LIN FT
198
$28.00
$5,544.00
$35.00
$6,930.00
$28.00
$5,544.00
RT
LIN FT
34
$38.00
$1,292.00
$37.00
$1,258.00
$31.00
$1,054.00
RT
LIN FT
22
$54.00
$1,188.00
$40.00
$880.00
$45.00
$990.00
J
EACH
6
$300.00
$1,800.00
$175.00
$1,050.00
$375.00
$2,250.00
J
EACH
13
$275.00
$3,575.00
$225.00
$2,925.00
$307.00
$3,991.00
J
EACH
1
$340.00
$340.00
$250.00
$250.00
$400.00
$400.00
J
EACH
2
$525.00
$1,050.00
$450.00
$900.00
$535.00
$1,070.00
J
EACH
1
$750.00
$750.00
$600.00
$600.00
$1,600.00
$1,600.00
RON
EACH
1
$600.00
$600.00
$800.00
$800.00
$746.00
$746.00
(SMOOTH)
LIN FT
106
$20.00
$2,120.00
$35.00
$3,710.00
$25.00
$2,650.00
2
LIN FT
115
$35.00
$4,025.00
$45.00
$5,175.00
$28.00
$3,220.00
R DESIGN 3006 CLASS V
LIN FT
97
$36.00
$3,492.00
$40.00
$3,880.00
$48.00
$4,656.00
TING STORM SEWER
EACH
2
$500.00
$1,000.00
$500.00
$1,000.00
$655.00
$1,310.00
gAGE STRUCTURE DESIGN G
LIN FT
4.4
$300.00
$1,320.00
$300.00
$1,320.00
$521.00
$2,292.40
gAGE STRUCTURE DESIGN H
LIN FT
3.7
$285.00
$1,054.50
$300.00
$1,110.00
$474.00
$1,753.80
gAGE STRUCTURE DESIGN SD -48
LIN FT
3.8
$325.00
$1,235.00
$375.00
$1,425.00
$729.00
$2,770.20
gAGE STRUCTURE DESIGN 48 -4020
LIN FT
3.8
$350.00
$1,330.00
$350.00
$1,330.00
$729.00
$2,770.20
gAGE STRUCTURE DESIGN SPECIAL 1
EACH
3
$500.00
$1,500.00
$1,000.00
$3,000.00
$1,850.00
$5,550.00
_Y
EACH
4
$600.00
$2,400.00
$800.00
$3,200.00
$423.00
$1,692.00
;LASS II
CU YD
66
$80.00
$5,280.00
$50.00
$3,300.00
$74.00
$4,884.00
K
SQ FT
2176
$6.00
$13,056.00
$5.50
$11,968.00
$615.00
$1,338,240.00
3, GUTTER DESIGN B418
LIN FT
156
$30.00
$4,680.00
$25.50
$3,978.00
$28.00
$4,368.00
Page 6
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Minnowa Construction, Inc.
Veit & Company, Inc.
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
I & GUTTER DESIGN B618
LIN FT
45
$35.00
$1,575.00
$25.50
$1,147.50
$28.00
$1,260.00
ER DESIGN SPECIAL
LIN FT
166
$23.00
$3,818.00
$20.50
$3,403.00
$23.00
$3,818.00
IES
SQ FT
176
$40.00
$7,040.00
$35.50
$6,248.00
$39.00
$6,864.00
K SUPPORT
EACH
2
$100.00
$200.00
$100.00
$200.00
$83.00
$166.00
LIN FT
376
$500.00
$188,000.00
$500.00
$188,000.00
$790.00
$297,040.00
DESIGN SPECIAL A
LIN FT
50
$67.00
$3,350.00
$68.30
$3,415.00
$76.00
$3,800.00
DESIGN B8307
LIN FT
2196
$17.00
$37,332.00
$17.40
$38,210.40
$19.30
$42,382.80
- TANGENT TERMINAL
EACH
8
$2,000.00
$16,000.00
$2,255.00
$18,040.00
$2,500.00
$20,000.00
E B
EACH
28
$35.00
$980.00
$40.20
$1,125.60
$55.00
$1,540.00
IGN 60V -9322
LIN FT
2056
$18.00
$37,008.00
$12.60
$25,905.60
$14.00
$28,784.00
,SEMBLY(CHAIN LINK FENCE)
EACH
11
$250.00
$2,750.00
$280.00
$3,080.00
$310.00
$3,410.00
)UND
EACH
12
$125.00
$1,500.00
$175.00
$2,100.00
$194.00
$2,328.00
)L
LUMP SUM
1
$20,000.00
$20,000.00
$3,400.00
$3,400.00
$3,800.00
$3,800.00
HOUR
150
$50.00
$7,500.00
$100.00
$15,000.00
$69.00
$10,350.00
'E C
SQ FT
161.4
$33.00
$5,326.20
$33.70
$5,439.18
$34.00
$5,487.60
'E SPECIAL
EACH
1
$200.00
$200.00
$350.00
$350.00
$166.00
$166.00
'E SPECIAL
EACH
9
$100.00
$900.00
$196.00
$1,764.00
$110.00
$990.00
KER X4 -4
EACH
2
$125.00
$250.00
$151.20
$302.40
$139.00
$278.00
:KER X4 -5
EACH
4
$75.00
$300.00
$54.65
$218.60
$63.00
$252.00
E MACHINE SLICED
LIN FT
10640
$1.50
$15,960.00
$1.70
$18,088.00
$125.00
$1,330,000.00
CURTAIN TYPE MOVING WATER
LIN FT
690
$15.00
$10,350.00
$25.00
$17,250.00
$15.00
$10,350.00
_ET PROTECTION
EACH
10
$125.00
$1,250.00
$400.00
$4,000.00
$154.00
$1,540.00
WOOD FIBER BIOROLL
LIN FT
1260
$3.00
$3,780.00
$5.75
$7,245.00
$3.40
$4,284.00
:DTION
EACH
18
$125.00
$2,250.00
$150.00
$2,700.00
$56.00
$1,008.00
ACRE
6.6
$100.00
$660.00
$225.00
$1,485.00
$125.00
$825.00
50
POUND
835
$2.50
$2,087.50
$4.15
$3,465.25
$3.20
$2,672.00
_ TYPE 1
TON
5.8
$150.00
$870.00
$450.00
$2,610.00
$112.00
$649.60
ACRE
3
$100.00
$300.00
$125.00
$375.00
$81.00
$243.00
DL BLANKETS CATEGORY 3
SQ YD
19680
$1.00
$19,680.00
$1.20
$23,616.00
$1.15
$22,632.00
3
POUND
3300
$0.60
$1,980.00
$1.00
$3,300.00
$0.50
$1,650.00
PION METHOD 3
M GALLONS
39.6
$60.00
$2,376.00
$350.00
$13,860.00
$1.87
$74.05
LIN FT
570
$12.00
$6,840.00
$10.00
$5,700.00
$28.00
$15,960.00
Total Schedule A:
$1,445,168.20
$1,837,714.53
$4,494,010.60
STEEL BRIDGE (PAINTED)
LUMP SUM
1
$80,000.00
$80,000.00
$125,000.00
$125,000.00
$84,000.00
$84,000.00
Page 7
ick Ave Trail & 195th St. West Trail Construction
Engineers Estimate
Minnowa Construction,
Inc.
Veit & Company, Inc.
Units
Quantity
Unit Price
Total Price
Unit Price
Total Price
Unit Price
Total Price
LUMP SUM
1
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$35,850.00
$35,850.00
ONCRETE (1A43)
CU YD
12
$600.00
$7,200.00
$500.00
$6,000.00
$575.00
$6,900.00
ONCRETE (3Y43)
CU YD
45
$900.00
$40,500.00
$600.00
$27,000.00
$800.00
$36,000.00
JT BARS
POUND
900
$1.50
$1,350.00
$2.00
$1,800.00
$1.15
$1,035.00
JT BARS (EPDXY COATED)
POUND
2770
$1.80
$4,986.00
$2.00
$5,540.00
$1.25
$3,462.50
CAVATION
LUMP SUM
1
$15,000.00
$15,000.00
$10,000.00
$10,000.00
$5,800.00
$5,800.00
REPARATION
LUMP SUM
1
$10,000.00
$10,000.00
$5,000.00
$5,000.00
$141,500.00
$141,500.00
\NCHOR RODS
EACH
8
$100.00
$800.00
$20.00
$160.00
$45.00
$360.00
E PILING DELIVERED 12"
LIN FT
535
$56.00
$29,960.00
$37.00
$19,795.00
$46.75
$25,011.25
E PILING DRIVEN 12"
LIN FT
535
$11.00
$5,885.00
$1.00
$535.00
$5.00
$2,675.00
PRAP, CL III
CU YD
52
$125.00
$6,500.00
$60.00
$3,120.00
$73.00
$3,796.00
Total Schedule B:
$212,181.00
$213,950.00
$346,389.75
$1,445,168.20
$1,837,714.53
$4,494,010.60
$212,181.00
$213,950.00
$346,389.75
$1,657,349.20
$2,051,664.53
$4,840,400.35
-84
23.79%
192.06%
roduction of bids received.
License No. 44620
Page 8