CR 09-032 Approve Final Plans and Order Bids, 2009 Street & Utility Improvements, City Project 08-10G Ty OF
April 7, 2008 Co Council Report 2009 -032
NOPKINS
APPROVE FINAL PLANS AND ORDER BIDS
2009 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 08 -10
Proposed Action
Staff recommends the following motion: "Move that Council adopt Resolutions 2009 -018, Resolution
Approving Plans and Specifications 2009 Street and Utility Improvements - City Project 08 -10, and
Authorizing ,Advertisement for Bids."
This action continues an assessable project for street upgrading.
Overview
At its February 3, 2009 Council Meeting, the Hopkins City Council conducted a public hearing concerning
street and utility improvements in the Park Ridge Neighborhood and on Blake Road south of Excelsior
Boulevard. Council authorized the project to proceed allowing the preparation of plans and specifications.
The plans are substantially complete and staff now seeks final design approval and authorization to continue to
the bidding phase of the project.
Primary Issues to Consider
Scope of Improvements
Project Schedule
Estimated Costs and Funding
Supporting Information
Engineer's Estimate
Project Plan Sheets
Resolution 2009 -032
z)� /-1-17 -4a
J . Bradford, P.E.
ssistant City Engineer
Financial Impact: $1,670,000 Budgeted: Y/N _ Yes Source: _Special Assessments, PIR,
MSA, and Utility funds Related Documents (CIP, ERP, etc.): CIP and Engr's Estimate
Notes:
Council Report 2007 -20
Page 2
Analysis of Issues
• Scope of Improvements
Proposed street improvements include complete reconstruction of 1 St Street North from 5 th Avenue North to
Washington Avenue North; 2 nd Street North from 5 th Avenue North to Park Lane and from Ridgewood Drive to
Washington Avenue North; Oak Glen Drive from 1 St Street North to 2 nd Street North; Park Lane from
Washington Avenue North to 2 nd Street North; and Ridgewood Drive from Park Lane to 2 nd Street North.
Additionally, parking spaces for Burnes Park are planned on 2 nd Street N between Park Lane and Oakglen Dr.
Additional sidewalk and trail on the north side of 2 nd Street N. is also included.
Proposed sanitary sewer improvements include the total reconstruction of the sanitary sewer system. The
replacement is necessary due to the age and condition of the pipe. There are many cracks, sags, and root
intrusions into the pipe. The cracks and roots allow ground water to enter the pipe. The cost for treating this
clear water is charged to the City by the Metropolitan Council. The services in this area are generally made of
Orangeburg pipe which is coal tar impregnated wood pulp pipe. A picture of this pipe is shown below.
Services are proposed to be replaced from the main to the right of way line.
Proposed water main upgrades includes the complete removal and replacement of the water system including
valves, hydrants and residential services from the main to the right of way. This upgrade is necessitated by
the age of the pipe, the presence of lead joints, as well as the impact the sanitary sewer reconstruction will
have upon the water main. Lead joints were used to connect cast iron pipe together by stuffing oakum (see
picture below) into the joint and pouring hot lead on top of it. The joint would be stable as long as it wasn't
jostled or the pipe disturbed.
All residential services are proposed to be replaced to the right of way line with the exception of those replaced
within the last 10 years with copper pipe. Most of the older services are lead or galvanized and should be
replaced. The added project cost of a new service is estimated to be $825 or $1,300 depending on which side
of the street the water main is located. When replaced after the 5 th Avenue N reconstruction project,
homeowners paid an average of nearly $3,000 for a new water service. This is primarily due to the street
replacement cost and traffic control.
We are proposing to share the cost of service replacements in the right of way with the property owner at a
50% rate. This is a change from the 1/3 cost share done on previous projects. The reason for the change is
that program was a voluntary replacement of the water service only. This project proposes a mandatory
replacement of both the water and sewer services.
Proposed storm sewer upgrades include the replacement of the existing clay storm sewer system because the
system is undersized, and the clay pipe material is not likely to survive the reconstruction of the sanitary sewer
system. There will be additional catch basins added to improve drainage in the neighborhood.
A mill and overlay is proposed for Blake Road south of Excelsior Boulevard.
Council Report 2007 -20
Page 3
• Project Schedule
BidOpening ........... ............................... ............................May 07, 2009
AwardBid .............. ............................... ............................May 19, 2009
Assessment Hearing ...... ............................... ........................October 2010
Construction ...... ............................... ...........................June 09 - Oct 2010
• Estimated Costs and Funding
The total project cost of the 2009 Street Improvements based on the engineer's estimate is approximately
$3,004,000. The project cost was estimated to be $3,158,000 in the feasibility study. This includes overhead
(engineering /administration) costs at 25% and a 15% contingency based on a two year construction
schedule. This estimated project cost is approximately $154,000 less than the feasibility study.
The project will be funded through a number of sources utility funds, special assessments, and PIR. Based
on the most current estimate the project funding breaks down as follows:
Funding Source
Estimated Allocation
PIR
$1,135,000
Utilities
$1,412,000
Special assessment
$611,000
Total $3,158,000
• Recommendations
Staff recommends approving plans and specifications for the 2009 Street & Utility Improvements and
authorizing advertisements for bids with adoption of resolution 2009 -032.
ENGINEER'S ESTIMATE
2009 STREET AND UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 08 -10
BMI PROJECT NO. T16.100402
2009 STREET & UTILITY IMPROVEMENTS
RI IMMARY nF FATIMATFn PRA.IFCT CI7NSTRIICTION COSTS
PROJECT
SEGMENT
ESTIMATED
CONSTRUCTION
COST
PHASE 1 CONSTRUCTION (2009)
SANITARY SEWER IMPROVEMENTS
$
198,013.00
WATERMAIN IMPROVEMENTS
$
212,073.00
STORM SEWER IMPROVEMENTS
$
207,684.00
STREET IMPROVEMENTS
$
439 398.50
BLAKE ROAD MILL & OVERLAY
$
220,696.50
ESTIMATED PHASE 1 CONSTRUCTION COSTS
$
1,277,865.00
PHASE 2 CONSTRUCTION (2010)
SANITARY SEWER IMPROVEMENTS
$
127,991.00
WATERMAIN IMPROVEMENTS
$
157,993.00
STORM SEWER IMPROVEMENTS
$
77,844.00
STREET IMPROVEMENTS
$
447,867.50
ESTIMATED PHASE 2 CONSTRUCTION COSTS
$
811,695.50
TOTAL ESTIMATED PROJECT CONSTRUCTION COST
$
2,089,560.50
ENGINEER'S ESTIMATE
2009 STREET AND UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 08-10
BMI PROJECT NO. T16.100402
2009 STREET & UTILITY IMPROVEMENTS
TOTAL ESTIMATED PROJECT CONSTRUCTION COSTS
ITEM
NO.
ITEM
ESTIMATED
BID
QUANTITY
UNIT
UNIT
PRICE
TOTAL
1
MOBILIZATION
1.00
LS
60 000.00
$ 60 000.00
2
TRAFFIC CONTROL
1.00
LS
5 000.00
$ 25 000.00
3
CLEAR AND GRUB TREE
3
EACH
P$2
500.00
$ 1 500.00
4
SAW -CUT BITUMINOUS PAVEMENT
2232
LIN FT
3.00
$ 6 696.00
5
SAW -CUT CONCRETE PAVEMENT
750
LIN FT
5.00
$ 3 750.00
6
REMOVE BITUMINOUS PAVEMENT DRIVEWAYS
766
SO YD
3.50
$ 2,681.00
7
REMOVE BITUMINOUS PAVEMENT STREETS
420
SO YD
$ 5.00
$ 2,100.00
8
REMOVE CONCRETE PAVEMENT WALK/DRIVEWAYSNALLEY GUTTER
1363
SO YD
$ 6.00
$ 8
9
REMOVE CONCRETE BLOCK CURBING
6441
LIN FT
$ 2.50
$ 16 102.50
10
REMOVE B618 CONCRETE CURB AND GUTTER
1565
LIN FT
$ 3.00
$ 4
11
REMOVE BITUMINOUS CURBING
213
LIN FT
$ 3.50
$ 745.50
12
REMOVE SEWER PIPE SANITARY
3202
LIN FT
$ 6.00
$ 19 212.00
13
REMOVE MANHOLE SANITARY
18
EACH
$ 500.00
$ 9
14
REMOVE SEWER PIPE STORM
3016
LIN FT
$ 6.00
$ 18 096.00
15
REMOVE DRAINAGE STRUCTURE
29
EACH
$ 350.00
$ 10 150.00
16
REMOVE WATERMAIN INCLUDING VALVES AND FITTINGS
4278
LIN FT
$ 3.50
$ 14 973.00
17
REMOVE HYDRANT
6
EACH
$ 500.00
$ 3
18
MILL BITUMINOUS PAVEMENT FULL -DEPTH
16274
SO YD
$ 2.50
$ 40 685.00
19
MILL BITUMINOUS PAVEMENT 3" DEPTH
7204
SO YD
$ 2.50
$ 18 010.00
20
BITUMINOUS MATERIAL FOR TACK COAT
3385
GAL
$ 3.00
$ 10 155.00
21
BITUMINOUS WEAR COURSE MVWE35035B STREETS
1370
TON
$ 57.00
$ 78 090.00
22
BITUMINOUS WEAR COURSE MVWE45035B STREETS
1370
TON
$ 59.50
$ 81 515.00
23
BITUMINOUS NON WEAR COURSE MVNW350356 STREETS
1875
TON
$ 54.50
$ 102 187.50
24
BITUMINOUS PATCH MVNW35035B 3" THICK
420
SO YD
$ 25.00
$ 10 500.00
25
BITUMINOUS CRACK FILLING MV4
3125
LIN FT
$ 4.00
$ 12 500.00
26
BITUMINOUS DRIVEWAY & TRAIL PAVEMENT MVWE45035B 3" THICK
1000
SO YD
$ 15.00
$ 15 000.00
27
BITUMINOUS CURB
380
LIN FT
$ 7.00
$ 2,660.00
28
AGGREGATE BASE CLASS 5 STREETS CV
4219
CU YD
$ 18.00
$ 75 942.00
29
SELECT GRANULAR BORROW MODIFIED CV
4340
CU YD
$ 15.00
$ 65 100.00
30
SUBGRADE EXCAVATION (EV)
2570
CU YD
$ 11.00
$ 28 270.00
31
COMMON EXCAVATION P EV
8550
CU YD
$ 9.00
$ 76 950.00
32
MODULAR BLOCK RETAINING WALL
60
SO FT
$ 25.00
$ 1
33
8618 CONCRETE CURB & GUTTER
9424
LIN FT
$ 11.50
$ 108 376.00
34
6" CONCRETE DRIVEWAY PAVEMENT
1170
SO YD
$ 45.00
$ 52 650.00
35
8" CONCRETE DRIVEWAY PAVEMENT (W/STEEL REINFORCEMENT
13
SO YD
$ 72.00
$ 936.00
36
7" CONCRETE VALLEY GUTTER
143
SO YD
$ 57.00
$ 8,151.00
37
2' CONCRETE STREET EDGE 8"
235
SO YD
I $ 60.00
$ 14 100.00
38
4" CONCRETE WALK
2333
SO FT
$ 5.00
$ 11 665.00
39
TRUNCATED DOMES PEDESTRIAN RAMPS
48
SO FT
$ 90.00
$ 4
40
CONCRETE STEP
12
EACH
$ 150.00
$ 1
41
4" PERFORATED PE EDGE DRAIN
1613
LIN FT
$ 8.50
$ 13,710.50
42
4" PVC DRAIN TILE CLEANOUT
20
EACH
$ 200.00
$ 4
43
PRIVATE LANDSCAPING ALLOWANCE SPRINKLERS TREES MISC.
1.00
LS
$ 25 000.00
$ 25 000.00
44
ROUT CLEAN AND SEAL BITUMINOUS JOINTS
5100
POUND
$ 2.50
$ 12 750.00
45
PAVING FABRIC
7950
SO YD
$ 3.00
$ 23 850.00
46
12" RC PIPE SEWER CL V DESIGN 3006 STORM
1137
LIN FT
$ 25.00
$ 28 425.00
47
15" RC PIPE SEWER CL IV DESIGN 3006 STORM
280
LIN FT
$ 28.00
$ 7
48
18" RC PIPE SEWER CL IV DESIGN 3006 STORM
380
LIN FT
$ 30.00
$ 11 400.00
49
24" RC PIPE SEWER CL III DESIGN 3006 STORM
103
LIN FT
$ 34.00
$ 3
50
27" RC PIPE SEWER CL III DESIGN 3006 STORM
1031
LIN FT
$ 42.00
$ 43 302.00
51
12" DUAL WALL HDPE PIPE STORM
33
LIN FT
$ 22.00
$ 726.00
52
18" DUAL WALL HDPE PIPE STORM
107
LIN FT
$ 27.00
$ 2
53
24" DUAL WALL HDPE PIPE STORM
39
LIN FT
$ 32.00
$ 1
54
30" DUAL WALL HDPE PIPE STORM
130
LIN FT
$ 40.00
$ 5,200.
55
16" HDPE SMOOTH WALL STORM SEWER PIPE
305
LIN FT
$ 30.00
$ 9,150.00
56
PIPE BURSTING
305
LIN FT
$ 50.00
$ 15 250.00
57
CONNECT TO EXISTING STORM SEWER
10
EACH
$ 600.00
$ 6,000.00
58
CONSTRUCT DRAINAGE STRUCTURE DESIGN R -1 2'x3'
29
EACH
$ 1
$ 34 800.00
59
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020 -48"
6
EACH
$ 1
$ 9,000.00
60
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022 -48"
4
EACH
$ 1,500.00
$ 6,000.00
61
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020 -60"
5
EACH
$ 2,200.00
$ 11 000.00
62
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022 -60"
7
EACH
$ 2,200.00
$ 15 400.00
63
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022 -72"
1
EACH
$ 3300'00
$ 3,300.00
64
I CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020 -84"
1
EACH
$ 4 500.00
$ 4 500.00
65
CB CASTING NEENAH R -3067V
41
EACH
$ 550 .00
$ 22 00
ENGINEER'S ESTIMATE
2009 STREET AND UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 08-10
BMI PROJECT NO. T16.100402
2009 STREET & UTILITY IMPROVEMENTS
TOTAL ESTIMATED PROJECT CONSTRUCTION COSTS
ITEM
NO.
ITEM
ESTIMATED
BID
QUANTITY
UNIT
UNIT
PRICE
TOTAL
66
MH CASTING NEENAH R -1733 STORM
11
EACH
$ 550.00
$ 6
67
MH CASTING NEENAH R -2535
1
EACH
$ 550.00
$ 550.00
68
ADJUST CASTING
2
EACH
$ 400.00
$ 800.00
69
MH CASTING NEENAH R -1733 SANITARY
18
EACH
$ 550.00
$ 9
70
CONNECT TO EXISTING SANITARY SEWER PIPE
8
EACH
$ 1
$ 8
71
CONNECT TO EXISTING SANITARY SEWER SERVICE
74
EACH
$ 250.00
$ 18 500.00
72
EXPLORATORY EXCAVATION
32
HOUR
$ 500.00
$ 16 000.00
73
GRANULAR TRENCH BACKFILL CV
546
CU YD
$ 18.00
$ 9,828.00
74
CONSTRUCT SANITARY SEWER MANHOLE
17
EACH
1 $ 2
$ 42 500.00
75
CONSTRUCT OUTSIDE DROP
2.3
LIN FT
$ 150.00
$ 345.00
76
6" SANITARY SEWER SERVICE PIPE PVC SDR 26 INCLUDING FITTINGS
2600
LIN FT
$ 24.00
$ 62 400.00
77
8" SANITARY SEWER PIPE PVC SDR 35
2957
LIN FT
$ 27.00
$ 79 839.00
78
8" SANITARY SEWER PIPE PVC AWWA C900
323
LIN FT
$ 35.00
$ 11 305.00
79
8" SANITARY SEWER PIPE DIP CL 52
20
LIN FT
$ 40.00
$ 800.00
80
SERVICE WYE PVC SDR 26 8 "X6"
73
EACH
$ 225.00
$ 16 425.00
81
CURE IN PLACE EXISTING 8" SANITARY SEWER LINE
463
LIN FT
$ 50.00
$ 23 150.00
82
TEMPORARY WATER SERVICE
69
EACH
$ 600.00
$ 41 400.00
83
CONNECT TO EXISTING WATERMAIN
10
EACH
$ 1,000.00
$ 10 000.00
84
RECONNECT WATER SERVICE
68
EACH
$ 150.00
$ 10 200.00
85
1" CORPORATION STOP
68
EACH
$ 200.00
$ 13 600.00
86
1" TYPE K COPPER PIPE
1980
LIN FT
$ 19.00
$ 37 620.00
87
1" CURB STOP & BOX
68
EACH
$ 300.00
$ 20 400.00
88
6" D.I.P. WATERMAIN
76
LIN FT
$ 23.00
$ 1,748.00
89
8" D.I.P WATERMAIN
4465
LIN FT
$ 30.00
$ 133 950.00
90
6" GATE VALVE & BOX
8
EACH
$ 1
$ 10 000.00
91
8" GATE VALVE & BOX
14
EACH
I $ 1,550-00
$ 21 700.00
92
HYDRANT
8
EACH
$ 2,500.00
$ 20 000.00
93
DUCTILE IRON FITTINGS
2110
POUND
$ 5.00
$ 10 550.00
94
4" POLYSTYRENE INSULATION
500
SQ FT
$ 4.25
$ 2,125.00
95
INLET PROTECTION
63
EACH
$ 250.00
$ 15 750.00
96
SILT FENCE
400
LIN FT
$ 2.50
$ 1,000.00
97
BIOROLL
1280
LIN FT
$ 7.00
$ 8,960.00
98
CATEGORY 3 EROSION CONTROL BLANKET
800
SQ YD
I $ 1.50
$ 1
99
TOPSOIL BORROW CV
1460
CU YD
$ 15.00
$ 21 900.00
100
LAWN TYPE SOD
9624
SQ YD
$ 4.00
$ 38 496.00
101
SEED & MULCH - SEED MIXTURE 260
314
SQ YD
$ 0.75
$ 235.50
102
CROSSWALK MARKING EPDXY BLOCK
22
EACH
$ 100.00
$ 2,200.00
103
4" DOUBLE SOLID YELLOW - EPDXY
1520
LIN FT
$ 2.25
$ 3
104
4" SOLID WHITE - EPDXY
2610
LIN FT
$ 2.00
$ 5
105
4" DASHED WHITE - EPDXY
80
LIN FT
$ 2.00
$ 160.00
106
PAVEMENT MARKING BIKER SYMBOL
12
EACH
$ 300.00
$ 3,600.00
TOTAL ESTIMATED PROJECT CONSTRUCTION COST I
$2,089,560.50
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CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2009 -018
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
ADVERTISEMENT FOR BIDS 2009 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT NO. 08 -10
WHEREAS, pursuant to a resolution of the City Council adopted the 3 t day of February
2009, plans and specifications were developed for improvements in the Park Ridge
Neighborhood and Blake Road, including concrete curb and gutter installation and storm sewer,
sanitary sewer, and water system improvements and all necessary appurtenances, and
WHEREAS, plans and specifications for City Project No. 08 -10 have been prepared by
Bolton & Menk, Inc. and have been presented to Council for approval, and
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins,
Minnesota:
1. Such plans and specification, a copy of which are attached hereto and made a part
hereof; are hereby approved and ordered placed on file in the office of the City Clerk.
2. The City Clerk shall prepare and cause to be inserted in the official paper and in the
Construction Bulletin an advertisement for bids upon the making of such
improvement under such approved plans and specifications. The advertisement shall
be published three times, at least three weeks before date set for bid opening, shall
specify the work to be done, shall state that bids will be received by the clerk until
10:00 a.m., on the 7 th day of May, 2009, at the City Hall and that no bids shall be
considered unless sealed and filed with the clerk and accompanied by a certified
check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of
such bid.
3. The clerk and city engineer are hereby authorized and instructed to receive, open,
and read aloud bids received at the time and place herein noted, and to tabulate the
bids received. The Council will consider the bids and award of contract at the regular
City Council meeting of May 19, 2009 in the Council Chambers.
Adopted by the City Council of the City of Hopkins this 7 th day of April, 2009.
M
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk