VII.1. Approve Final Plans and Order Bids – 2022 Street and Utility Improvements, City Project 2021-010; KlingbeilDecember 21, 2021 Council Report 2021-128
APPROVE FINAL PLANS AND ORDER BIDS
2022 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2021-010
Proposed Action
Staff recommends the following motion: adopt Resolution 2021-098, Resolution Approving Plans and
Specifications and Authorizing Advertisement for Bids, 2022 Street and Utility Improvements, City Project
2021-10.
This action continues an assessable project for street and utility improvements.
Overview
At its October 19, 2021 meeting, the Hopkins City Council conducted a public hearing concerning the 2022
Street and Utility Improvement Project, consisting of street and utility improvements along 6th Avenue
South and 7th Avenue South from Mainstreet to 2nd Street South. Following the public hearing, Council
ordered final plans for the above mentioned work. The final plans are complete, staff now asks the Council
to approve these plans and authorize advertisement for bids.
Primary Issues to Consider
Scope of Improvements
Public Input
Estimated Costs and Funding
Project Schedule
Staff Recommendation
Supporting Information
Engineer’s Estimate
Final Plans (available upon request)
Project Location Map
Resolution 2021-098
_________________________________
Eric Klingbeil, P.E., City Engineer
Financial Impact: $3,020,000 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm
Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________
Council Report 2021-128
Page 2
ANALYSIS OF ISSUES
Scope of Improvements
This project includes reconstruction of the following streets:
6th Avenue South from Mainstreet to 2nd Street South
7th Avenue South from Mainstreet to 2nd Street South
The pavement condition index for most of the project area is below 40, which indicates failed pavement
and warrants reconstruction. Proposed street improvements for 7th Avenue South include full
reconstruction of streets and new curb and gutter. Proposed street improvements for 6th Avenue South
include full depth reclamation and resurfacing with spot concrete sidewalk and curb replacement.
Water main is proposed to be replaced on 7th Avenue South. Most of the existing main is in excess of 60
years old and made from cast iron. New main will be ductile iron, which has better reliability and when
properly installed a longer lifecycle than cast iron. All water services will be replaced from the main to
the property line.
Sanitary sewer improvements on 7th Avenue South include the removal and replacement of the main,
manholes and service lines to the property line.
Proposed storm sewer improvements on 7th Avenue South include new curb and gutter, removal and
replacement of the storm sewer main, addition of storm sewer inlets to reduce water ponding in the street
and improvements to reduce sediment accumulation.
Sanitary sewer, watermain, and storm sewer improvements on 6th Avenue South consist of targeted
rehabilitation. The sanitary sewer, water main, and storm sewer systems were upgraded in a previous
storm sewer led project.
Pedestrian facilities include replacement of existing sidewalk and pedestrian ramps.
During the scoping for this project, it was determined that there was other work that should be included
in the project. Traditionally this work was bid as a separate, standalone project but it was decided to bid
as one project due not only to proximity, but to capitalize on pricing. This additional work will be
funded by separate items in the CIP and Budget and includes the following:
Mill and overlay 7th Street S from 2nd Ave S to TH 169
Mill and overlay of 2nd Avenue S between 5th Street S and Nine Mile Cove
Sanitary Sewer Lining in areas across the City identified by the Public Works Department.
Citywide sidewalk repairs
Additional areas that will be bid as “add alternates” are as follows:
Reclamation and resurfacing of 10th Ave N between Mainstreet and 1st Street N
Mill and overlay of 1st Street N between 14th Ave N and 10th Ave N
Mill and overlay of 1st Street N between 10th Ave N and 8th Ave N
Council Report 2021-128
Page 3
Public Input
Public informational meetings regarding the improvements were held on September 8th and October 13th.
The September 8th meeting format consisted of a presentation of the overall project scope, with an open
house style question and answer session. The October 13th meeting was an open house style meeting,
with special focus on proposed assessments. The meetings were also recorded and are available on the
project website.
A questionnaire was sent to all properties in the project area in May 2021 in advance of the
neighborhood meetings. Nine questionnaires were returned. Drainage concerns, desire for improved
street surface, and property specific concerns were the most common responses.
Bolton & Menk and City staff has met with individual property owners, property managers, and
residents in person to discuss concerns and look at options to minimize issues; it is anticipated meetings
will continue as design progresses.
Assessments
The proposed street assessments are based on the City’s assessment policy, whereby 70% of the street
reconstruction cost and 50% of the water and sewer service replacement are assessed to benefiting
properties. The policy also allows for assessments to be capped should assessments exceed previous year
assessments by 20%; the costs for this project will trigger the assessment cap. A preliminary assessment
roll has been calculated and can be found in the appendix of the attached Feasibility Report.
The assessment cap for residential properties is $100.05 per front foot, following the typical 3% increase
per year since the cap was established. Without the cap assessments could be more than double the
capped rate.
Project Budget and Costs
The estimate for this project, which includes contingency, and costs for legal, administrative, and
engineering costs for all the work totals to $3,020,000.
Several portions of the project are street maintenance projects outside the original scope and are being
bid as “Add Alternates”. We will have the option of moving forward with these items or to remove them
from the project once bids are received, based on budget constraints.
Project costs and funding sources for the base project are as follows:
Council Report 2021-128
Page 4
Cost estimates show the base project is under the CIP budget. Costs came down due to efficiencies in
design and increased confidence in future construction costs. The total project with all add alternates is
above the project budget, but council has the option of awarding all, some, or none of the add alternates
once bids have been received.
Project Schedule
Approve final plans/order bids December 21, 2021
Order Assessment Hearing February 1, 2022
Public Informational Neighborhood Meeting February 21-24, 2022 (Date TBD)
Conduct Public Assessment Hearing March 1, 2022
Adopt Assessment Roll/Award Contract March 1, 2022
Begin Construction Spring 2022
Complete Construction Fall 2022
Staff Recommendation
Staff recommends approving final plans and ordering bids with adoption of resolution 2021-098.
Funding Source CIP Budget
Street
Reconstruction
CIP Budget
Street
Rehabilitation
Total CIP
Budget
Estimated Cost
PI-PIR/General
Obligation Bonds
$650,000 $400,000 $1,050,000 $1,250,00
Assessments 500,000 500,000 350,000
Storm Sewer Fund 225,000 225,000 140,000
Sanitary Sewer Fund 500,000 500,000 330,000
Water Fund 500,000 500,000 310,000
Total $2,375,000 $2,875,000 $2,380,000
Add Alternates 640,000
Total with All Add
Alternates
$2,375,000 $2,875,000 $3,020,00
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2021-098
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
2022 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2021-10
WHEREAS, pursuant to a resolution of the City Council adopted the 19th day of October, 2021
ordering final plans for the 2022 Street and Utility Project, plans and specifications were
developed for improvements along 6th Avenue South and 7th Avenue South, from Mainstreet to
2nd Street South including pavement, curbing, signage, drainage, water and sanitary sewer
improvements and all necessary appurtenances, and
WHEREAS, plans and specifications for City Project No. 2021-10 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 (Sun Sailor),
Finance and Commerce, and on QuestCDN an advertisement for bids upon the making of
such improvement under such approved plans and specifications. The advertisement shall
be published, at least three weeks before date set for bid opening, shall specify the work
to be done, shall state that bids will be received on QuestCDN until 10:00 a.m., on the
21th day of January, 2022, at the City Hall and that no bids shall be considered
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
display 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 March 1, 2022 meeting in
the Council Chambers.
Adopted by the City Council of the City of Hopkins, Minnesota, this 21st day of January 2022.
By_______________________________
Jason Gadd, Mayor
ATTEST:
_________________________________
Amy Domeier, City Clerk
MAIN STREET
6TH AVE S7TH AVE S5TH AVE S1ST ST S
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8TH AVE S9TH AVE S10TH AVE S11TH AVE S12TH AVE S1ST ST N
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6TH ST S
5TH AVE S6TH AVE S7TH AVE S8TH AVE SHWY 169PARK VALLEY DR WPARK VALLEY DR E5TH ST S
7TH ST
NINE MILE COVE 2ND AVE S5715 54 65 45 31 21 444743 35 19 3 38 46 41 60775024 9 31 27 40 50 37 2239 28 62 53 49 5 309 14TH AVE SR
CITY OF HOPKINS
2022 STREET & UTILITY IMPROVEMENTS
PROJECT LAYOUTFEETSCALE
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H:\HOPK\0T1124643\CAD\C3D\FEAS\124643_FIG_INDEX_MAP.dwg 9/10/2021 9:54:15 AMR
2022 Street & Utility Improvements
City of Hopkins
Figure # 1
ENGINEER'S ESTIMATE - 12/13/21
2022 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2021-010
BMI PROJECT NO. 0T1.124643
STREET SANITARY STORM WATER
1 MOBILIZATION LUMP SUM $150,000.00 $15,000.00 $30,000.00 $45,000.00 $22,500.00 $15,000.00 $22,500.00 1.00 $150,000.00
2 CLEARING TREE $500.00 $2,500.00 $4,500.00 14 $7,000.00
3 GRUBBING TREE $500.00 $2,500.00 $5,000.00 15 $7,500.00
4 DECIDUOUS TREE 2" CAL B&B (HACKBERRY)EACH $600.00 $1,200.00 $1,200.00 4 $2,400.00
5 DECIDUOUS TREE 2" CAL B&B (HONEY LOCUST)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
6 DECIDUOUS TREE 2" CAL B&B (LITTLE LEAF LINDEN)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
7 DECIDUOUS TREE 2" CAL B&B (SWAMP WHITE OAK)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
8 DECIDUOUS TREE 2" CAL B&B (SUGAR MAPLE)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
9 DECIDUOUS TREE 2" CAL B&B (PARKWAY NORWAY MAPLE)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
10 DECIDUOUS TREE 2" CAL B&B (PRINCETON AMERICAN ELM)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
11 DECIDUOUS TREE 2" CAL B&B (RED OAK)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
12 DECIDUOUS TREE 2" CAL B&B (SIOUXLAND POPLAR)EACH $600.00 $600.00 $1,200.00 3 $1,800.00
13 DECIDUOUS TREE 2" CAL B&B (ESPRESSO KENTUCKY COFFEE)EACH $600.00 $600.00 $600.00 2 $1,200.00
14 REMOVE SIGN POST EACH $150.00 $150.00 $1,050.00 8 $1,200.00
15 REMOVE SIGN PANEL EACH $100.00 $100.00 1 $100.00
16 SALVAGE SIGN PANEL EACH $100.00 $1,400.00 14 $1,400.00
17 INSTALL SIGN PANEL EACH $250.00 $3,500.00 14 $3,500.00
18 TRAFFIC SIGN POST (ROUND)EACH $300.00 $600.00 2 $600.00
19 TRAFFIC SIGN POST (U-CHANNEL)EACH $150.00 $750.00 5 $750.00
20 REMOVE TREE GRATE EACH $300.00 $1,200.00 4 $1,200.00
21 REMOVE CURB AND GUTTER LIN FT $6.00 $10,950.00 1825 $10,950.00
22 REMOVE CURB AND GUTTER (SPOT)LIN FT $10.00 $6,400.00 $1,780.00 818 $8,180.00
23 REMOVE BITUMINOUS PAVEMENT (DRIVEWAYS & PARKING LOTS)SQ YD $8.00 $1,944.00 243 $1,944.00
24 REMOVE CONCRETE WALK SQ YD $8.00 $11,240.00 1405 $11,240.00
25 REMOVE CONCRETE WALK (SPOT)SQ YD $12.00 $1,188.00 99 $1,188.00
26 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $10.00 $3,820.00 382 $3,820.00
27 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $6.00 $900.00 $1,830.00 455 $2,730.00
28 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 $288.00 $1,572.00 465 $1,860.00
29 SALVAGE & REINSTALL BOULDER RETAINING WALL LIN FT $300.00 $93,000.00 310 $93,000.00
30 SALVAGE & REINSTALL BLOCK RETAINING WALL LIN FT $100.00 $7,800.00 78 $7,800.00
31 SALVAGE & REINSTALL BRICK PAVERS SQ FT $15.00 $1,755.00 117 $1,755.00
32 REMOVE HYDRANT EACH $500.00 $500.00 $500.00 2 $1,000.00
33 REMOVE WATERMAIN LIN FT $10.00 $100.00 $10,860.00 1096 $10,960.00
34 REMOVE DRAINAGE STRUCTURE (STORM)EACH $500.00 $3,500.00 7 $3,500.00
35 REMOVE STORM SEWER PIPE LIN FT $15.00 $5,325.00 355 $5,325.00
36 REMOVE SANITARY SEWER PIPE LIN FT $8.00 $6,920.00 865 $6,920.00
37 REMOVE SANITARY MANHOLE EACH $600.00 $1,200.00 2 $1,200.00
38 COMMON EXCAVATION CU YD $30.00 $110,850.00 3695 $110,850.00
39 SUBGRADE EXCAVATION CU YD $30.00 $7,500.00 $9,120.00 554 $16,620.00
40 RECLAIM BITUMINOUS SURFACE (IN PLACE)SQ YD $2.50 $7,495.00 2998 $7,495.00
41 RECLAIM BITUMINOUS SURFACE (LOAD & STOCKPILE)SQ YD $3.00 $10,500.00 3500 $10,500.00
42 SUBGRADE PREPARATION SQ YD $2.50 $7,495.00 2998 $7,495.00
43 GEOTEXTILE FABRIC TYPE V SQ YD $3.00 $10,926.00 3642 $10,926.00
44 STABILIZING AGGREGATE CU YD $50.00 $15,200.00 304 $15,200.00
45 SELECT GRANULAR BORROW (CV)TON $15.00 $33,195.00 2213 $33,195.00
46 CLASS 5 AGGREGATE BASE TON $20.00 $9,120.00 $29,660.00 1939 $38,780.00
47 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON $100.00 $400.00 4 $400.00
48 BITUMINOUS WEARING COURSE (SPWEA240C)TON $82.00 $115,538.00 $29,766.00 $37,146.00 2225 $182,450.00
49 BITUMINOUS -NON-WEARING COURSE (SPNWB230C)TON $78.00 $28,314.00 $35,334.00 816 $63,648.00
50 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 $5,030.00 $1,200.00 $1,375.00 1521 $7,605.00
51 2" BITUMINOUS STREET PATCH SQ YD $30.00 $75,420.00 2514 $75,420.00
52 MILL BITUMINOUS SURFACE (1.5")SQ YD $2.00 $7,416.00 3708 $7,416.00
53 MILL BITUMINOUS SURFACE (2")SQ YD $2.00 $17,714.00 8857 $17,714.00
54 3" BITUMINOUS DRIVEWAY SQ YD $40.00 $9,840.00 246 $9,840.00
55 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $6,395.00 $1,623.00 $1,885.00 9903 $9,903.00
56 12" RC STORM PIPE LF $60.00 $12,060.00 201 $12,060.00
57 15" RC STORM PIPE EACH $75.00 $23,250.00 310 $23,250.00
TOTAL COST1ST AVE N
10TH THRU 14TH
MILL
8TH THRU 10TH
RECLAIM
2ND AVE MILL
& OVERLAY
ESTIMATED COSTS
10TH AVE N
RECLAIM
SPOT CIPP
LINING
TOTAL
QUANTITY7TH AVE S6TH AVE S
ITEM
NO.ITEM UNIT UNIT PRICE
12/13/2021, 10:57 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 1 of 5
ENGINEER'S ESTIMATE - 12/13/21
2022 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2021-010
BMI PROJECT NO. 0T1.124643
STREET SANITARY STORM WATER
TOTAL COST1ST AVE N
10TH THRU 14TH
MILL
8TH THRU 10TH
RECLAIM
2ND AVE MILL
& OVERLAY
ESTIMATED COSTS
10TH AVE N
RECLAIM
SPOT CIPP
LINING
TOTAL
QUANTITY7TH AVE S6TH AVE S
ITEM
NO.ITEM UNIT UNIT PRICE
58 STORM MANHOLE (48-4020)EACH $3,000.00 $3,000.00 1 $3,000.00
59 STORM MANHOLE (60-4020)EACH $5,500.00 $5,500.00 1 $5,500.00
60 STORM CATCH BASIN (2x3)EACH $2,000.00 $16,000.00 8 $16,000.00
61 LOWER DRAINAGE STRUCTURE EACH $1,200.00 $1,200.00 1 $1,200.00
62 CASTING ASSEMBLY (R-3067)(STORM)EACH $750.00 $7,500.00 10 $7,500.00
63 CASTING ASSEMBLY (R-1733)(STORM)EACH $1,000.00 $3,000.00 3 $3,000.00
64 ADJUST CASTING EACH $1,000.00 $3,000.00 3 $3,000.00
65 CONNECT TO EXISTING STORM PIPE EACH $1,500.00 $3,000.00 2 $3,000.00
66 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH $1,500.00 $4,500.00 3 $4,500.00
67 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT $70.00 $60,620.00 866 $60,620.00
68 COARSE AGGREGATE BEDDING (TYPE B)LIN FT $40.00 $17,320.00 433 $17,320.00
69 SEAL SANITARY MANHOLE EACH $1,500.00 $1,500.00 $12,000.00 9 $13,500.00
70 8" CIPP LINING LIN FT $35.00 $4,760.00 $50,995.00 1593 $55,755.00
71 TRIM PROTRUDING TAP EACH $300.00 $300.00 1 $300.00
72 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT $50.00 $29,100.00 582 $29,100.00
73 8" X 6" SDR 26 PVC SERVICE WYE EACH $600.00 $11,400.00 19 $11,400.00
74 CASTING ASSEMBLY (R-1733)(SANITARY)EACH $1,200.00 $1,200.00 $4,800.00 5 $6,000.00
75 SANITARY MANHOLE LIN FT $500.00 $18,050.00 36.1 $18,050.00
76 RECONNECT SANITARY SEWER SERVICE EACH $600.00 $11,400.00 19 $11,400.00
77 CONNECT TO EXISTING SANITARY SEWER PIPE EACH $2,500.00 $5,000.00 2 $5,000.00
78 INSTALL HYDRANT EACH $2,000.00 $2,000.00 $2,000.00 2 $4,000.00
79 DUCTILE IRON FITTINGS POUND $10.00 $9,830.00 983 $9,830.00
80 6" GATE VALVE & BOX EACH $2,000.00 $2,000.00 $16,000.00 9 $18,000.00
81 8" GATE VALVE & BOX EACH $2,500.00 $7,500.00 3 $7,500.00
82 6" DIP WATERMAIN EACH $60.00 $600.00 $12,240.00 214 $12,840.00
83 8" DIP WATERMAIN EACH $70.00 $66,500.00 950 $66,500.00
84 1" TYPE K COPPER SERVICE PIPE LIN FT $50.00 $11,000.00 220 $11,000.00
85 1" CURBSTOP & BOX EACH $500.00 $4,500.00 9 $4,500.00
86 1" CORPORATION STOP EACH $500.00 $4,500.00 9 $4,500.00
87 GROUNDING ANODE EACH $100.00 $1,800.00 18 $1,800.00
88 TRACER WIRE ACCESS BOX NON ROADWAY (WATER)EACH $75.00 $675.00 9 $675.00
89 TRACER WIRE TEST STATION (HYDRANT)EACH $75.00 $75.00 1 $75.00
90 FORD TYPE A-1 CURB BOX COVER EACH $120.00 $120.00 1 $120.00
91 RECONNECT WATER SERVICE EACH $500.00 $4,000.00 8 $4,000.00
92 CONNECT TO EXISTING WATERMAIN EACH $2,000.00 $2,000.00 $16,000.00 9 $18,000.00
93 INSTALL SAMPLING STATION EACH $2,000.00 $2,000.00 1 $2,000.00
94 TEMPORARY WATER SERVICE EACH $750.00 $5,250.00 7 $5,250.00
95 TEMPORARY WATER SERVICE (SPECIAL 1)LUMP SUM $25,000.00 $25,000.00 1.00 $25,000.00
96 TEMPORARY WATER SERVICE (SPECIAL 2)LUMP SUM $25,000.00 $25,000.00 1.00 $25,000.00
97 ADJUST GATE VALVE & BOX EACH $200.00 $600.00 3 $600.00
98 4" CONCRETE WALK SQ FT $6.00 $67,950.00 11325 $67,950.00
99 4" CONCRETE WALK (SPOT)SQ FT $10.00 $8,890.00 889 $8,890.00
100 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $20.00 $37,700.00 1885 $37,700.00
101 CONCRETE CURB & GUTTER DESIGN B618 (SPOT)LIN FT $30.00 $19,200.00 $5,340.00 818 $24,540.00
102 6" CONCRETE WALKS (PED RAMPS)SQ YD $150.00 $3,300.00 22 $3,300.00
103 6" CONCRETE DRIVEWAY SQ YD $75.00 $2,250.00 30 $2,250.00
104 8" CONCRETE DRIVEWAY/ALLEY SQ YD $100.00 $52,900.00 529 $52,900.00
105 TRUNCATED DOMES SQ FT $50.00 $1,200.00 24 $1,200.00
106 TRAFFIC CONTROL LUMP SUM $50,000.00 $20,000.00 $20,000.00 $10,000.00 1.00 $50,000.00
107 STABILIZED CONSTRUCTION EXIT EACH $1,000.00 $2,000.00 2 $2,000.00
108 STORM DRAIN INLET PROTECTION EACH $300.00 $3,900.00 $2,400.00 $4,200.00 35 $10,500.00
109 BIO ROLL LIN FT $15.00 $300.00 20 $300.00
110 TOPSOIL CU YD $40.00 $1,600.00 $440.00 $9,240.00 282 $11,280.00
111 HYDROSEEDING SQ YD $3.00 $1,068.00 $297.00 455 $1,365.00
112 SODDING, TYPE LAWN SQ YD $8.00 $11,088.00 1386 $11,088.00
113 LANDSCAPE ALLOWANCE LUMP SUM $50,000.00 $5,000.00 $5,000.00 $40,000.00 1.00 $50,000.00
114 24" SOLID WHITE (GR IN) - THERMOPLASTIC LIN FT $60.00 $5,700.00 95 $5,700.00
12/13/2021, 10:57 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 2 of 5
ENGINEER'S ESTIMATE - 12/13/21
2022 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2021-010
BMI PROJECT NO. 0T1.124643
STREET SANITARY STORM WATER
TOTAL COST1ST AVE N
10TH THRU 14TH
MILL
8TH THRU 10TH
RECLAIM
2ND AVE MILL
& OVERLAY
ESTIMATED COSTS
10TH AVE N
RECLAIM
SPOT CIPP
LINING
TOTAL
QUANTITY7TH AVE S6TH AVE S
ITEM
NO.ITEM UNIT UNIT PRICE
115 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $1.00 $310.00 310 $310.00
116 4" DOUBLE YELLOW - MULTI COMPONET LIQUID LIN FT $2.00 $6,116.00 3058 $6,116.00
117 CROSSWALK - THERMOPLASTIC SQ FT $15.00 $2,430.00 $2,970.00 360 $5,400.00
-$-$314,537.00$192,886.00$754,340.00$194,570.00$107,035.00$247,850.00$-$63,295.00$1,874,513.00$
-$-$15,726.85$9,644.30$37,717.00$9,728.50$5,351.75$12,392.50$-$3,164.75$93,725.65$
-$-$69,355.41$42,531.36$166,331.97$42,902.69$23,601.22$54,650.93$-$13,956.55$413,330.12$
-$-$399,619.26$245,061.66$958,388.97$247,201.19$135,987.97$314,893.43$-$80,416.30$2,381,568.77$
A.1 MOBILIZATION LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
A.2 REMOVE CURB AND GUTTER (SPOT)LIN FT $10.00 $2,690.00 269 $2,690.00
A.3 REMOVE CONCRETE WALK (SPOT)SQ YD $12.00 $1,956.00 163 $1,956.00
A.4 REMOVE PAVERS SQ FT $3.00 $3,162.00 1054 $3,162.00
A.5 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $6.00 $750.00 125 $750.00
A.6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 $828.00 207 $828.00
A.7 SUBGRADE EXCAVATION CU YD $30.00 $2,940.00 98 $2,940.00
A.8 RECLAIM BITUMINOUS SURFACE (IN PLACE)SQ YD $3.00 $8,739.00 2913 $8,739.00
A.9 SUBGRADE PREPARATION SQ YD $2.50 $7,282.50 2913 $7,282.50
A.10 CLASS 5 AGGREGATE BASE TON $20.00 $3,580.00 179 $3,580.00
A.11 BITUMINOUS WEARING COURSE (SPWEA240C)TON $82.00 $28,946.00 353 $28,946.00
A.12 BITUMINOUS -NON-WEARING COURSE (SPNWB230C)TON $75.00 $26,475.00 353 $26,475.00
A.13 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 $1,170.00 234 $1,170.00
A.14 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $1,234.00 1234 $1,234.00
A.15 ADJUST CASTING EACH $1,000.00 $2,000.00 2 $2,000.00
A.16 CASTING ASSEMBLY (R-1733)(SANITARY)EACH $1,200.00 $1,200.00 1 $1,200.00
A.17 ADJUST GATE VALVE & BOX EACH $200.00 $200.00 1 $200.00
A.18 4" CONCRETE WALK (SPOT)SQ FT $10.00 $11,520.00 1152 $11,520.00
A.19 CONCRETE CURB & GUTTER DESIGN B618 (SPOT)LIN FT $30.00 $8,070.00 269 $8,070.00
A.20 6" CONCRETE WALKS (PED RAMPS)SQ YD $150.00 $11,250.00 75 $11,250.00
A.21 TRUNCATED DOMES SQ FT $50.00 $5,700.00 114 $5,700.00
A.22 TRAFFIC CONTROL LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
A.23 STORM DRAIN INLET PROTECTION EACH $300.00 $1,800.00 6 $1,800.00
A.24 TOPSOIL CU YD $40.00 $160.00 4 $160.00
A.25 HYDROSEEDING SQ YD $2.50 $55.00 22 $55.00
A.26 LANDSCAPE ALLOWANCE LUMP SUM $5,000.00 $5,000.00 1.00 $5,000.00
A.27 4" SOLID WHITE - MULTI COMPONET LIQUID LIN FT $1.00 $384.00 384 $384.00
A.28 CROSSWALK - THERMOPLASTIC SQ FT $15.00 $8,370.00 558 $8,370.00
-$-$-$-$-$-$-$-$165,461.50$-$165,461.50$
-$-$-$-$-$-$-$-$8,273.08$-$8,273.08$
-$-$-$-$-$-$-$-$36,484.26$-$36,484.26$
-$-$-$-$-$-$-$-$210,218.84$-$210,218.84$
B.1 MOBILIZATION LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
B.2 REMOVE CURB AND GUTTER (SPOT)LIN FT $10.00 $3,310.00 331 $3,310.00
B.3 REMOVE CONCRETE WALK (SPOT)SQ YD $12.00 $1,980.00 165 $1,980.00
B.4 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $6.00 $936.00 156 $936.00
B.5 BITUMINOUS WEARING COURSE (SPWEA240C)TON $82.00 $40,180.00 490 $40,180.00
B.6 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 $1,620.00 324 $1,620.00
B.7 2" BITUMINOUS STREET PATCH SQ YD $30.00 $24,300.00 810 $24,300.00
B.8 MILL BITUMINOUS SURFACE (2")SQ YD $2.00 $8,098.00 4049 $8,098.00
B.9 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $2,421.00 2421 $2,421.00
B.10 CASTING ASSEMBLY (R-3067)(STORM)EACH $1,200.00 $1,200.00 1 $1,200.00
ADD ALTERNATE A - 10TH AVENUE N. RECLAIM
SUBTOTAL
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (21%)
SUBTOTAL
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (21%)
TOTAL ADD ALTERNATE A COST
ADD ALTERNATE B - 1ST STREET N. MILL & OVERLAY
TOTAL ESTIMATED BASE PROJECT COST
12/13/2021, 10:57 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 3 of 5
ENGINEER'S ESTIMATE - 12/13/21
2022 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2021-010
BMI PROJECT NO. 0T1.124643
STREET SANITARY STORM WATER
TOTAL COST1ST AVE N
10TH THRU 14TH
MILL
8TH THRU 10TH
RECLAIM
2ND AVE MILL
& OVERLAY
ESTIMATED COSTS
10TH AVE N
RECLAIM
SPOT CIPP
LINING
TOTAL
QUANTITY7TH AVE S6TH AVE S
ITEM
NO.ITEM UNIT UNIT PRICE
B.11 ADJUST CASTING EACH $1,000.00 $3,000.00 3 $3,000.00
B.12 CASTING ASSEMBLY (R-1733)(SANITARY)EACH $1,200.00 $3,600.00 3 $3,600.00
B.13 4" CONCRETE WALK (SPOT)SQ FT $10.00 $11,880.00 1188 $11,880.00
B.14 CONCRETE CURB & GUTTER DESIGN B618 (SPOT)LIN FT $30.00 $9,930.00 331 $9,930.00
B.15 6" CONCRETE WALKS (PED RAMPS)SQ YD $150.00 $4,950.00 33 $4,950.00
B.16 TRUNCATED DOMES SQ FT $50.00 $3,200.00 64 $3,200.00
B.17 TRAFFIC CONTROL LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
B.18 STORM DRAIN INLET PROTECTION EACH $300.00 $3,600.00 12 $3,600.00
B.19 TOPSOIL CU YD $40.00 $840.00 21 $840.00
B.20 HYDROSEEDING SQ YD $2.50 $460.00 184 $460.00
B.21 LANDSCAPE ALLOWANCE LUMP SUM $5,000.00 $5,000.00 1.00 $5,000.00
B.22 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $1.00 $250.00 250 $250.00
B.23 CROSSWALK - THERMOPLASTIC SQ FT $15.00 $7,920.00 528 $7,920.00
158,675.00$-$-$-$-$-$-$-$-$-$158,675.00$
7,933.75$-$-$-$-$-$-$-$-$-$7,933.75$
34,987.84$-$-$-$-$-$-$-$-$-$34,987.84$
201,596.59$-$-$-$-$-$-$-$-$-$201,596.59$
C.1 MOBILIZATION LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
C.2 REMOVE CURB AND GUTTER (SPOT)LIN FT $10.00 $2,360.00 236 $2,360.00
C.3 REMOVE CONCRETE WALK (SPOT)SQ YD $12.00 $1,596.00 133 $1,596.00
C.4 REMOVE PAVERS SQ FT $3.00 $1,284.00 428 $1,284.00
C.5 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $6.00 $714.00 119 $714.00
C.6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 $964.00 241 $964.00
C.7 SUBGRADE EXCAVATION CU YD $30.00 $2,970.00 99 $2,970.00
C.8 RECLAIM BITUMINOUS SURFACE (IN PLACE)SQ YD $3.00 $8,892.00 2964 $8,892.00
C.9 SUBGRADE PREPARATION SQ YD $2.50 $7,410.00 2964 $7,410.00
C.10 CLASS 5 AGGREGATE BASE TON $20.00 $3,620.00 181 $3,620.00
C.11 BITUMINOUS WEARING COURSE (SPWEA240C)TON $82.00 $29,438.00 359 $29,438.00
C.12 BITUMINOUS -NON-WEARING COURSE (SPNWB230C)TON $75.00 $40,350.00 538 $40,350.00
C.13 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 $1,190.00 238 $1,190.00
C.14 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $1,236.00 1236 $1,236.00
C.15 CASTING ASSEMBLY (R-1733)(SANITARY)EACH $1,200.00 $1,200.00 1 $1,200.00
C.16 4" CONCRETE WALK (SPOT)SQ FT $10.00 $7,740.00 774 $7,740.00
C.17 CONCRETE CURB & GUTTER DESIGN B618 (SPOT)LIN FT $30.00 $7,080.00 236 $7,080.00
C.18 6" CONCRETE WALKS (PED RAMPS)SQ YD $150.00 $7,050.00 47 $7,050.00
C.19 TRUNCATED DOMES SQ FT $50.00 $4,900.00 98 $4,900.00
C.20 TRAFFIC CONTROL LUMP SUM $10,000.00 $10,000.00 1.00 $10,000.00
C.21 STORM DRAIN INLET PROTECTION EACH $300.00 $600.00 2 $600.00
C.22 TOPSOIL CU YD $40.00 $600.00 15 $600.00
C.23 HYDROSEEDING SQ YD $2.50 $330.00 132 $330.00
C.24 LANDSCAPE ALLOWANCE LUMP SUM $5,000.00 $5,000.00 1.00 $5,000.00
C.25 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $1.00 $120.00 120 $120.00
C.26 GREEN CROSSWALK -THERMOPLASTIC SQ FT $25.00 $5,400.00 216 $5,400.00
C.27 4" SOLID WHITE CROSSWALK - THERMOPLASTIC LIN FT $55.00 $3,960.00 72 $3,960.00
C.28 CROSSWALK - THERMOPLASTIC SQ FT $15.00 $11,430.00 762 $11,430.00
-$177,434.00$-$-$-$-$-$-$-$-$177,434.00$
-$8,871.70$-$-$-$-$-$-$-$-$8,871.70$
-$39,124.20$-$-$-$-$-$-$-$-$39,124.20$
-$225,429.90$-$-$-$-$-$-$-$-$225,429.90$
SUBTOTAL
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (21%)
TOTAL ADD ALTERNATE C COST
ADD ALTERNATE C - 1ST STREET N. RECLAIM
SUBTOTAL
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (21%)
TOTAL ADD ALTERNATE B COST
12/13/2021, 10:57 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 4 of 5
ENGINEER'S ESTIMATE - 12/13/21
2022 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2021-010
BMI PROJECT NO. 0T1.124643
STREET SANITARY STORM WATER
TOTAL COST1ST AVE N
10TH THRU 14TH
MILL
8TH THRU 10TH
RECLAIM
2ND AVE MILL
& OVERLAY
ESTIMATED COSTS
10TH AVE N
RECLAIM
SPOT CIPP
LINING
TOTAL
QUANTITY7TH AVE S6TH AVE S
ITEM
NO.ITEM UNIT UNIT PRICE
158,675.00$177,434.00$314,537.00$192,886.00$754,340.00$194,570.00$107,035.00$247,850.00$165,461.50$63,295.00$2,376,083.50$
7,933.75$8,871.70$15,726.85$9,644.30$37,717.00$9,728.50$5,351.75$12,392.50$8,273.08$3,164.75$118,804.18$
34,987.84$39,124.20$69,355.41$42,531.36$166,331.97$42,902.69$23,601.22$54,650.93$36,484.26$13,956.55$523,926.41$
201,596.59$225,429.90$399,619.26$245,061.66$958,388.97$247,201.19$135,987.97$314,893.43$210,218.84$80,416.30$3,018,814.09$
SUBTOTAL
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (21%)
TOTAL ESTIMATED PROJECT COST (W/ ALTERNATES)
TOTAL ESTIMATED COST SUMMARY
12/13/2021, 10:57 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 5 of 5