VII.2. Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, 20234 Street and Utility Improvements – City Project 2023-10; Klingbeil CITY OF HOPKINS
City Council Report 2024-003
To: Honorable Mayor and Council Members
Mike Mornson, City Manager
From: Eric Klingbeil, City Engineer
Date: January 16, 2024
Subject: Approve Final Plans and Order Bids; 2024 Street and Utility
Improvements – City Project 2023-10
_____________________________________________________________________
RECOMMENDED ACTION
MOTION TO Adopt Resolution 2024-06, Resolution Approving Plans and Specifications
and Authorizing Advertisement for Bids, 2024 Street and Utility Improvements, City
Project 2023-10.
OVERVIEW
At its November 14, 2023 meeting, the Hopkins City Council conducted a public hearing
concerning the 2024 Street and Utility Improvement Project, consisting of street and
utility improvements along 7th Avenue N from the former HCRRA alley to Minnetonka
Mills Road, 8th Avenue N from 2nd Street N to Minnetonka Mills Road, 3rd Street N from
5th Avenue N to 8th Avenue N, 6th Avenue N from Mainstreet to 1st Street N, 1st Street N
from 5th Avenue N to 8th Avenue N, 2nd Street N from 5th Avenue N to 8th Avenue N
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.
SUPPORTING INFORMATION
Engineers Estimate
Final Plans and Specifications (Available upon request)
Project Location Map
Resolution 2024-006
Engineering
ANALYSIS OF ISSUES
Scope of Improvements
This project includes the following improvements:
Full reconstruction of the following streets:
o 7th Avenue N from the former HCRRA Alley to Minnetonka Mills Road
o 8th Avenue from 2nd Street N to Minnetonka Mills Road
o 3rd Street N from 5th Avenue N to 8th Avenue N
Reclamation and resurfacing of 6th Avenue N from Mainstreet to 1st St N
Mill and Overlay of the following streets:
o 1st Street N from 5th Avenue N to 8th Avenue N
o 2nd Street N from 5th Avenue N to 8th Avenue N
The pavement condition index for most of the project area is below 40, which indicates
failed pavement and warrants reconstruction. Maintenance procedures such as seal
coating, mill and overlay, or reclamation are no longer effective strategies. Proposed
street improvements include full reconstruction of streets and new curb and gutter.
Water main is proposed to be replaced in the entire reconstruction area. 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 consist of replacing old and outdated material mains. The
existing sanitary sewer mains are in excess of 60 years old and are made of and
outdated material, clay. Portions of the sanitary sewer near Mainstreet will be lined with
cured-in-place-pipe (CIPP) material to avoid excavation impacts in Mainstreet.
Proposed storm sewer improvements include new curb and gutter, removal and
replacement of the existing storm sewer mains, upsizing mains in select areas to better
handle larger storm events, and addition of storm sewer inlets to reduce water ponding
in the street.
Pedestrian facilities include replacement of existing sidewalk and pedestrian ramps in
the reconstruction area. Staff proposed filling in missing east-west sidewalk gaps in the
project area, but we did not receive positive feedback from the adjoining property
owners.
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 in recent years it has been bid with the street and utility
improvement project and the City has received very favorable bid prices as a result.
This additional work will be funded by separate items in the CIP and Budget and
includes the following:
Repairs and improvements to the existing underground stormwater
retention and filtration system in Cottageville Park
Sanitary Sewer Lining in areas across the City identified by the Public
Works Department.
Citywide sidewalk repairs
Public Input
Public informational meetings regarding the improvements were held on September
13th and October 24th. The meeting formats consisted of a presentation of the overall
project scope, with an open house style question and answer session.
A questionnaire was sent to all properties in the project area in May 2023 in advance of
the neighborhood meetings. Drainage concerns, pedestrian facility concerns, desire for
improved street surface, and property specific concerns were the most common
responses.
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 final assessment amounts will likely be lower than presented in
the report. Currently, staff is working to identify properties that were assessed in
adjacent projects to determine if the assessment cap would have been in a factor if the
projects had been assessed as one project.
The assessment cap for residential properties is $106.14 per front foot, following the
typical 3% increase per year. Without the cap assessments could be more than double
the capped rate.
Project Budget and Costs
The estimate for this project (including all add alternates), which includes contingency,
and costs for legal, administrative, and engineering costs for all the work, totals to
$7,525,000
Project costs and funding sources are as follows:
Cost estimates show the project tracking within the CIP budget. This cost estimate has
come down from previous estimates due to reduced contingencies and efficiencies in
design. Note that due to rounding, totals may vary slightly from other published
sources.
Project Schedule
Approve final plans/order bids January 16, 2024
Order Assessment Hearing February 20, 2024
Public Informational Neighborhood Meeting March 11-14 (Date TBD)
Conduct Public Assessment Hearing March 19, 2024
Adopt Assessment Roll/Award Contract March 19, 2024
Begin Construction Spring 2024
Complete Construction Fall 2024
Funding Source CIP Budget
Street
Reconstruction
CIP Budget
Street Rehabilitation/
Sewer Lining/
Pedestrian
Improvements
Total CIP
Budget
Estimated
Cost
PI-PIR/General
Obligation Bonds
$3,000,000 $450,000 3,450,00 $3,080,00
0
Assessments 1,046,000 1,046,000 961,000
Storm Sewer
Fund
624,000 624,000 1,205,000
Sanitary Sewer
Fund
1,588,000 60,000 1,648,000 992,000
Water Fund 1,585,000 1,585,000 1,288,000
Total $7,843,000 $510,000 $8,353,000 $7,525,00
0
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2024-006
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
ADVERTISEMENT FOR BIDS 2024STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2023-10
WHEREAS, pursuant to a resolution of the City Council adopted the 14th day of
November, 2023 ordering final plans for the 2024 Street and Utility Project, plans and
specifications were developed for improvements on 7th Avenue N from the former
HCRRA alley to Minnetonka Mills Road, 8th Avenue N from 2nd Street N to Minnetonka
Mills Road, 3rd Street N from 5th Avenue N to 8th Avenue N, 6th Avenue N from
Mainstreet to 1st Street N, 1st Street N from 5th Avenue N to 8th Avenue N, 2nd Street N
from 5th Avenue N to 8th Avenue N; including pavement, curbing, sidewalk, signage,
drainage, water and sanitary sewer improvements and all necessary appurtenances,
and
WHEREAS,plans and specifications for City Project No. 2023-10 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
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 9th day of February, 2024,
at the City Hall and that no bids shall be considered unless 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 19, 2024 meeting in the Council Chambers.
Adopted by the City Council of the City of Hopkins this 16th day of January, 2024.
By:___________________________
Patrick Hanlon, Mayor
ATTEST:
_______________________________
Amy Domeier, City Clerk
G0.01
TITLE SHEET
FEETSCALE
0 300 600
HORZ.
R
2024 CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT NO. 2023-010
BMI PROJECT NO. 0T1.130543
CONSTRUCTION DRAWINGS FOR
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO. 53639 DATE:01/16/2024
NICHOLAS J. AMATUCCIO, P.E.
REVIEWED & APPROVED BY:
DATE:
ERIC KLINGBEIL, P.E.
HOPKINS CITY ENGINEER
UTILITIES
CENTERPOINT ENERGY
JOSH GOETZ
612-322-2743
LUMEN
TERRA TECHNOLOGIES, LLC
RJ ALLISON
612-388-1284
COMCAST
BRIAN HOVE
612-834-7064
XCEL ENERGY
DANIEL GOLDMAN
612-234-5769
CITY OF HOPKINS
PUBLIC WORKS
11100 EXCELSIOR BOULEVARD
HOPKINS, MN 55343
CITY ENGINEER
ERIC KLINGBEIL, P.E.
PUBLIC WORKS DIRECTOR
CHUCK AUTIO
OPERATIONS SUPERINTENDENT
DUSTIN PAVEK
UTILITIES SUPERINTENDENT
SEAN MOILANEN
CONSULTING ENGINEER
BOLTON & MENK, INC.
12224 NICOLLET AVENUE
BURNSVILLE, MN 55337
RESOURCE LIST
SHEET NUMBER SHEET TITLE
GENERAL
G0.01 - G0.03 TITLE SHEET, LEGEND, GENERAL NOTES
G1.01 - G1.04 STATEMENT OF ESTIMATED QUANTITIES & TABLES
CIVIL
C0.01 - C0.07 EXISTING CONDITIONS & REMOVALS
C1.01 PHASING PLAN
C1.02 - C1.03 TYPICAL SECTIONS
C1.04 - C1.19 CONSTRUCTION DETAILS
C2.01- C2.11 STORMWATER POLLUTION PREVENTION PLAN
C4.01 - C4.06 SANITARY & WATERMAIN PLAN & PROFILE
C4.07 - C4.08 CITY WIDE SANITARY SEWER LINING (5TH AVENUE N.)
C5.01 - C5.06 STORM PLAN & PROFILE
C5.07 - C5.10 COTTAGEVILLE PARK STORM SEWER
C6.01 - C6.10 STREET PLAN & PROFILE
C6.11 - C6.20 INTERSECTION DETAILS
C7.01 - C7.07 SIGNING AND STRIPING PLAN
C9.01 - C9.23 CROSS SECTIONS
THIS PLAN SET CONTAINS 112 SHEETS.
SHEET
Bolton & Menk, Inc. 2024, All Rights ReservedcH:\HOPK\0T1130543\CAD\C3D\130543_G001.dwg 1/10/2024 9:41:25 AMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
HOPKINS, MINNESOTA
2024 CENTRAL AVENUES IMPROVEMENTS
JW/JH
JW/JH
NA
0T1.130543
MAINSTREETMAINSTREET
7TH AVE N6TH AVE N2ND ST N
8TH AVE N1ST ST N
3RD ST N
MI
N
N
E
T
O
N
K
A
M
I
L
L
S
R
D
5TH AVE N
ENGINEER'S ESTIMATE
2024 CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT NO. 2023-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.130543 1/8/2024
BASE BID
1 MOBILIZATION LUMP SUM $250,000.00 $37,500.00 $62,500.00 $25,000.00 $12,500.00 $12,500.00 $12,500.00 $12,500.00 $175,000.00 $25,000.00 $12,500.00 $25,000.00 $12,500.00 1.00 $250,000.00
2 CLEARING TREE $500.00 $10,000.00 $14,000.00 $4,500.00 $1,000.00 $29,500.00 59 $29,500.00
3 GRUBBING TREE $250.00 $5,000.00 $7,000.00 $2,250.00 $500.00 $14,750.00 59 $14,750.00
4 DECIDUOUS TREE 2" CAL B&B EACH $600.00 $12,000.00 $16,800.00 $5,400.00 $1,200.00 $35,400.00 59 $35,400.00
5 REMOVE SIGN POST EACH $50.00 $400.00 $550.00 $250.00 $300.00 $1,500.00 30 $1,500.00
6 REMOVE SIGN PANEL EACH $50.00 $550.00 $800.00 $350.00 $350.00 $2,050.00 41 $2,050.00
7 REMOVE CURB AND GUTTER LIN FT $8.00 $20,112.00 $34,704.00 $15,696.00 $70,512.00 8814 $70,512.00
8 REMOVE CURB AND GUTTER (SPOT)LIN FT $12.00 $4,416.00 $2,100.00 $2,040.00 $8,556.00 713 $8,556.00
9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 $140.00 $1,210.00 $1,280.00 $2,630.00 263 $2,630.00
10 REMOVE BITUMINOUS STREET PAVEMENT SQ YD $4.00 $17,600.00 $35,720.00 $12,932.00 $66,252.00 16563 $66,252.00
11 REMOVE CONCRETE WALK SQ FT $1.00 $15,349.00 $26,091.00 $2,152.00 $43,592.00 43592 $43,592.00
12 REMOVE CONCRETE WALK (SPOT)SQ FT $2.00 $2,322.00 $110.00 $120.00 $2,552.00 1276 $2,552.00
13 REMOVE CONCRETE STEP EACH $20.00 $460.00 $680.00 $1,140.00 57 $1,140.00
14 REMOVE CONCRETE ALLEY/DRIVEWAY PAVEMENT SQ YD $12.00 $1,920.00 $1,188.00 $4,044.00 $1,404.00 $180.00 $300.00 $9,036.00 753 $9,036.00
15 REMOVE CONCRETE LIGHT POLE FOUNDATION EACH $1,000.00 $1,000.00 $1,000.00 1 $1,000.00
16 SALVAGE SIGN EACH $50.00 $500.00 $150.00 $650.00 13 $650.00
17 SALVAGE LIGHT POLE EACH $750.00 $750.00 $750.00 1 $750.00
18 SALVAGE & REINSTALL PAVERS SQ FT $15.00 $1,845.00 $1,665.00 $180.00 $3,690.00 246 $3,690.00
19 REINSTALL SIGN EACH $100.00 $900.00 $300.00 $1,200.00 12 $1,200.00
20 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $7.00 $1,631.00 $2,394.00 $1,568.00 $665.00 $175.00 $245.00 $6,678.00 954 $6,678.00
21 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $6.00 $1,236.00 $1,764.00 $1,182.00 $4,182.00 697 $4,182.00
22 REMOVE RAILING LIN FT $30.00 $240.00 $540.00 $780.00 26 $780.00
23 REMOVE RETAINING WALL LIN FT $25.00 $775.00 $11,475.00 $12,250.00 490 $12,250.00
24 SALVAGE & REINSTALL BLOCK RETAINING WALL LIN FT $150.00 $76,650.00 $76,650.00 511 $76,650.00
25 REMOVE HYDRANT EACH $750.00 $2,250.00 $3,000.00 $750.00 $6,000.00 8 $6,000.00
26 REMOVE WATERMAIN LIN FT $12.00 $15,576.00 $26,916.00 $42,492.00 3541 $42,492.00
27 REMOVE DRAINAGE STRUCTURE (STORM) EACH $600.00 $8,400.00 $14,400.00 $6,600.00 $29,400.00 49 $29,400.00
28 REMOVE STORM SEWER PIPE LIN FT $15.00 $6,870.00 $9,945.00 $3,030.00 $19,845.00 1323 $19,845.00
29 REMOVE SANITARY SEWER PIPE LIN FT $10.00 $12,230.00 $17,880.00 $30,110.00 3011 $30,110.00
30 REMOVE SANITARY MANHOLE EACH $750.00 $4,500.00 $5,250.00 $9,750.00 13 $9,750.00
31 EXPLORATORY EXCAVATION HOUR $1,000.00 $10,000.00 $5,000.00 $10,000.00 $5,000.00 30 $30,000.00
32 COMMON EXCAVATION CU YD $30.00 $111,060.00 $228,960.00 $100,020.00 $440,040.00 14668 $440,040.00
33 SUBGRADE EXCAVATION CU YD $35.00 $8,120.00 $16,765.00 $6,965.00 $3,465.00 $35,315.00 1009 $35,315.00
34 RECLAIM BITUMINOUS SURFACE (IN PLACE) SQ YD $3.00 $5,889.00 $5,889.00 1963 $5,889.00
35 SUBGRADE PREPARATION SQ YD $2.00 $3,926.00 $3,926.00 1963 $3,926.00
36 GEOTEXTILE FABRIC TYPE V SQ YD $2.00 $9,276.00 $19,128.00 $7,928.00 $36,332.00 18166 $36,332.00
37 STABILIZING AGGREGATE CU YD $50.00 $11,600.00 $23,950.00 $9,950.00 $4,950.00 $50,450.00 1009 $50,450.00
38 SELECT GRANULAR BORROW TON $20.00 $56,360.00 $116,220.00 $48,180.00 $220,760.00 11038 $220,760.00
39 CLASS 5 AGGREGATE BASE TON $24.00 $45,312.00 $93,432.00 $38,736.00 $177,480.00 7395 $177,480.00
40 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY) TON $40.00 $400.00 $400.00 10 $400.00
ITEM NO. ITEM UNIT UNIT PRICE
8TH AVE N 7TH AVE N 3RD ST N
TOTAL COST
ESTIMATED COSTS
1ST ST N 2ND ST N SIDEWALK STREET TOTAL SANITARY6TH AVE N STORM WATER
COTTAGEVILLE
PARK
TOTAL
QUANTITY
1/8/2024, 2:53 PM
Engineer's Estimate
Bolton & Menk, Inc.Page 1 of 4
ENGINEER'S ESTIMATE
2024 CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT NO. 2023-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.130543 1/8/2024
ITEM NO. ITEM UNIT UNIT PRICE
8TH AVE N 7TH AVE N 3RD ST N
TOTAL COST
ESTIMATED COSTS
1ST ST N 2ND ST N SIDEWALK STREET TOTAL SANITARY6TH AVE N STORM WATER
COTTAGEVILLE
PARK
TOTAL
QUANTITY
41 BITUMINOUS WEARING COURSE (SPWEA240C) TON $92.00 $42,044.00 $89,148.00 $35,696.00 $32,844.00 $31,004.00 $36,616.00 $267,352.00 2906 $267,352.00
42 BITUMINOUS -NON-WEARING COURSE (SPNWB230C) TON $88.00 $40,216.00 $85,272.00 $34,144.00 $20,944.00 $180,576.00 2052 $180,576.00
43 BITUMINOUS MATERIAL FOR TACK COAT GAL $7.50 $1,560.00 $3,307.50 $1,327.50 $810.00 $1,822.50 $2,167.50 $10,995.00 1466 $10,995.00
44 2" BITUMINOUS STREET PATCH SQ YD $35.00 $9,100.00 $11,900.00 $21,000.00 600 $21,000.00
45 MILL BITUMINOUS SURFACE (2")SQ YD $3.00 $8,358.00 $9,843.00 $18,201.00 6067 $18,201.00
46 3" BITUMINOUS DRIVEWAY SQ YD $40.00 $600.00 $400.00 $2,360.00 $3,360.00 84 $3,360.00
47 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $2,494.00 $4,385.00 $1,905.00 $1,115.00 $1,568.00 $1,690.00 $13,157.00 13157 $13,157.00
48 MODULAR BLOCK RETAINING WALL SQ FT $50.00 $84,950.00 $84,950.00 1699 $84,950.00
49 TIMBER RETAINING WALL SQ FT $50.00 $1,550.00 $1,550.00 31 $1,550.00
50 6" PERF PVC UNDERDRAIN LIN FT $25.00 $35,250.00 1410 $35,250.00
51 6" PERF PVC UNDERDRAIN CLEANOUT EACH $400.00 $11,200.00 28 $11,200.00
52 15" RC STORM PIPE LIN FT $80.00 $121,680.00 1521 $121,680.00
53 18" RC STORM PIPE LIN FT $95.00 $18,430.00 194 $18,430.00
54 24" RC STORM PIPE LIN FT $100.00 $2,400.00 24 $2,400.00
55 27" RC STORM PIPE LIN FT $120.00 $11,040.00 92 $11,040.00
56 36" RC STORM PIPE LIN FT $150.00 $31,800.00 212 $31,800.00
57 STORM MANHOLE (48-4020)EACH $4,500.00 $4,500.00 1 $4,500.00
58 STORM MANHOLE (60-4020)EACH $5,500.00 $16,500.00 3 $16,500.00
59 STORM MANHOLE (72-4020)EACH $7,500.00 $37,500.00 5 $37,500.00
60 STORM MANHOLE (DES H)EACH $4,000.00 $4,000.00 1 $4,000.00
61 STORM MANHOLE CATCH BASIN (48-4022) EACH $4,500.00 $99,000.00 22 $99,000.00
62 STORM MANHOLE CATCH BASIN (48-4022) DES SPECIAL 1 EACH $6,000.00 $6,000.00 1 $6,000.00
63 STORM MANHOLE CATCH BASIN (48-4022) DES SPECIAL 2 EACH $6,000.00 $6,000.00 1 $6,000.00
64 STORM MANHOLE CATCH BASIN (72-4022) EACH $7,500.00 $7,500.00 1 $7,500.00
65 STORM MANHOLE CATCH BASIN (84-4022) EACH $12,500.00 $12,500.00 1 $12,500.00
66 STORM CATCH BASIN (2'X3')EACH $2,500.00 $72,500.00 29 $72,500.00
67 INSTALL SAFL BAFFLE SQ FT $550.00 $15,031.50 27.33 $15,031.50
68 INSTALL CASTING (R-3067-V) (STORM)EACH $1,200.00 $69,600.00 58 $69,600.00
69 INSTALL CASTING (R-3067-C) (STORM)EACH $1,200.00 $7,200.00 6 $7,200.00
70 INSTALL CASTING (R-1733) (STORM)EACH $1,200.00 $20,400.00 17 $20,400.00
71 INSTALL CASTING (R-2535-C) (STORM)EACH $1,600.00 $1,600.00 1 $1,600.00
72 INSTALL CASTING (R-2549 FRAME, R-1645 LID) (STORM) EACH $1,400.00 $18,200.00 13 $18,200.00
73 ADJUST FRAME & RING CASTINGS (STORM) EACH $800.00 $800.00 1 $800.00
74 CONNECT TO EXISTING STORM PIPE EACH $1,200.00 $10,800.00 9 $10,800.00
75 CONNECT TO EXISTING STORM STRUCTURE EACH $1,500.00 $12,000.00 8 $12,000.00
76 54" 10 GUAGE SADDLE TEE/RISER EACH $2,500.00 $5,000.00 2 $5,000.00
77 67" 10 GUAGE SADDLE TEE/RISER EACH $3,000.00 $33,000.00 11 $33,000.00
78 CLEAN UNDERGROUND STORMWATER STORAGE SYSTEM HOUR $250.00 $2,500.00 10 $2,500.00
79 HAUL & DISPOSE OF SEDIMENT MATERIAL CU YD $50.00 $10,000.00 200 $10,000.00
80 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT $70.00 $212,450.00 3035 $212,450.00
81 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT $100.00 $500.00 5 $500.00
1/8/2024, 2:53 PM
Engineer's Estimate
Bolton & Menk, Inc.Page 2 of 4
ENGINEER'S ESTIMATE
2024 CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT NO. 2023-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.130543 1/8/2024
ITEM NO. ITEM UNIT UNIT PRICE
8TH AVE N 7TH AVE N 3RD ST N
TOTAL COST
ESTIMATED COSTS
1ST ST N 2ND ST N SIDEWALK STREET TOTAL SANITARY6TH AVE N STORM WATER
COTTAGEVILLE
PARK
TOTAL
QUANTITY
82 COARSE AGGREGATE BEDDING (TYPE B) LIN FT $15.00 $4,500.00 300 $4,500.00
83 8" CIPP LINING LIN FT $60.00 $60,000.00 1000 $60,000.00
84 SEAL SANITARY MANHOLE EACH $2,500.00 $15,000.00 6 $15,000.00
85 TRIM PROTRUDING TAP EACH $300.00 $300.00 1 $300.00
86 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT $50.00 $163,000.00 3260 $163,000.00
87 8" X 6" SDR 26 PVC SERVICE WYE EACH $1,000.00 $100,000.00 100 $100,000.00
88 INSTALL CASTING (R-1733)(SANITARY)EACH $1,500.00 $27,000.00 18 $27,000.00
89 SANITARY MANHOLE LIN FT 600.0 $65,760.00 109.6 65760.0
90 RECONNECT SANITARY SEWER SERVICE EACH $700.00 $70,000.00 100 $70,000.00
91 SANITARY MAIN SPOT REPAIR EACH $4,000.00 $8,000.00 2 $8,000.00
92 SANITARY SERVICE REPAIR EACH $1,200.00 $7,200.00 6 $7,200.00
93 CONNECT TO EXISTING SANITARY SEWER PIPE EACH $1,500.00 $6,000.00 4 $6,000.00
94 HYDRANT EACH $7,500.00 $67,500.00 9 $67,500.00
95 DUCTILE IRON FITTINGS POUND $15.00 $26,250.00 1750 $26,250.00
96 6" GATE VALVE & BOX EACH $2,500.00 $27,500.00 11 $27,500.00
97 8" GATE VALVE & BOX EACH $3,500.00 $56,000.00 16 $56,000.00
98 6" DIP WATERMAIN LIN FT $75.00 $8,850.00 118 $8,850.00
99 8" DIP WATERMAIN LIN FT $85.00 $295,460.00 3476 $295,460.00
100 1" TYPE K COPPER SERVICE PIPE LIN FT $50.00 $177,800.00 3556 $177,800.00
101 1" CURB STOP & BOX EACH $750.00 $84,000.00 112 $84,000.00
102 1" CORPORATION STOP EACH $500.00 $56,000.00 112 $56,000.00
103 GROUNDING ANODE EACH $250.00 $32,250.00 129 $32,250.00
104 TRACER WIRE ACCESS BOX (NON ROADWAY) EACH $150.00 $16,800.00 112 $16,800.00
105 TRACER WIRE TEST STATION (HYDRANT) EACH $300.00 $2,700.00 9 $2,700.00
106 HYDRANT EXTENSION LIN FT $1,000.00 $3,000.00 3.0 $3,000.00
107 RECONNECT WATER SERVICE EACH $600.00 $67,200.00 112 $67,200.00
108 CONNECT TO EXISTING WATERMAIN EACH $2,000.00 $16,000.00 8 $16,000.00
109 4" POLYSTYRENE INSULATION SQ YD $38.00 $1,824.00 48 $1,824.00
110 FORD TYPE A-1 CURB BOX COVER EACH $250.00 $8,000.00 32 $8,000.00
111 TEMPORARY WATER SERVICE EACH $250.00 $28,000.00 112 $28,000.00
112 4" CONCRETE WALK SQ FT $8.00 $337,608.00 $337,608.00 42201 $337,608.00
113 4" CONCRETE WALK (SPOT)SQ FT $10.00 $8,500.00 $8,500.00 850 $8,500.00
114 CONCRETE STEP EACH $500.00 $11,500.00 $17,000.00 $28,500.00 57 $28,500.00
115 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $20.00 $175,680.00 8784 $175,680.00
116 CONCRETE CURB & GUTTER DESIGN B618 (SPOT) LIN FT $35.00 $12,880.00 $6,125.00 $5,950.00 $24,955.00 713 $24,955.00
117 6" CONCRETE WALKS (PED RAMPS)SQ YD $120.00 $54,600.00 $54,600.00 455 $54,600.00
118 6" CONCRETE DRIVEWAY SQ YD $75.00 $9,300.00 $10,500.00 $16,500.00 $3,000.00 $1,125.00 $750.00 $41,175.00 549 $41,175.00
119 8" CONCRETE DRIVEWAY/ALLEY SQ YD $85.00 $3,400.00 $25,500.00 $6,800.00 $850.00 $1,275.00 $37,825.00 445 $37,825.00
120 TRUNCATED DOMES SQ FT $70.00 $59,850.00 $59,850.00 855 $59,850.00
121 TRAFFIC CONTROL LUMP SUM $30,000.00 $4,500.00 $7,500.00 $3,000.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $21,000.00 $3,000.00 $1,500.00 $3,000.00 $1,500.00 1.00 $30,000.00
122 SIGN TYPE C SQ FT $40.00 $1,610.00 $2,620.00 $500.00 $720.00 $5,450.00 136.25 $5,450.00
1/8/2024, 2:53 PM
Engineer's Estimate
Bolton & Menk, Inc.Page 3 of 4
ENGINEER'S ESTIMATE
2024 CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT NO. 2023-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.130543 1/8/2024
ITEM NO. ITEM UNIT UNIT PRICE
8TH AVE N 7TH AVE N 3RD ST N
TOTAL COST
ESTIMATED COSTS
1ST ST N 2ND ST N SIDEWALK STREET TOTAL SANITARY6TH AVE N STORM WATER
COTTAGEVILLE
PARK
TOTAL
QUANTITY
123 SIGN TYPE D SQ FT $50.00 $1,575.00 $2,100.00 $1,050.00 $525.00 $5,250.00 105.00 $5,250.00
124 U-CHANNEL POST EACH $200.00 $200.00 $1,400.00 $200.00 $1,000.00 $2,800.00 14 $2,800.00
125 POST W/FOUNDATION EACH $400.00 $2,000.00 $4,000.00 $1,200.00 $1,200.00 $8,400.00 21 $8,400.00
126 LIGHT POLE FOUNDATION EACH $1,500.00 $1,500.00 $1,500.00 1 $1,500.00
127 INSTALL LIGHT POLE EACH $1,500.00 $1,500.00 $1,500.00 1 $1,500.00
128 LED LUMINAIRE FIXTURE EACH $1,500.00 $3,000.00 $3,000.00 2 $3,000.00
129 STREET SWEEPER WITH OPERATOR HOUR $175.00 $1,750.00 $1,750.00 $1,750.00 $1,750.00 $1,750.00 $1,750.00 $1,750.00 $12,250.00 $1,750.00 $875.00 $1,750.00 $875.00 100 $17,500.00
130 STABILIZED CONSTRUCTION EXIT EACH $2,000.00 $2,000.00 $2,000.00 $4,000.00 2 $4,000.00
131 STORM DRAIN INLET PROTECTION EACH $250.00 $8,500.00 $12,250.00 $6,250.00 $2,750.00 $29,750.00 $1,500.00 125 $31,250.00
132 TOPSOIL BORROW (SPECIAL)CU YD $40.00 $21,280.00 $31,280.00 $11,440.00 $1,320.00 $400.00 $400.00 $66,120.00 $4,160.00 1757 $70,280.00
133 HYDROMULCH & SEED MIX 25-151 SQ YD $10.00 $2,000.00 $1,000.00 $1,000.00 $4,000.00 400 $4,000.00
134 SILT FENCE - MACHINE SLICED LIN FT $3.00 $534.00 178 $534.00
135 SEDIMENT CONTROL LOG (BIOROLL)LIN FT $5.00 $300.00 $500.00 $100.00 $900.00 $2,180.00 616 $3,080.00
136 ROCK CHECK DAM EACH $100.00 $200.00 $200.00 2 $200.00
137 SODDING, TYPE LAWN SQ YD $10.00 $31,890.00 $46,900.00 $17,130.00 $95,920.00 $6,210.00 10213 $102,130.00
138 FABRICATED RAILING LIN FT $200.00 $1,600.00 $3,600.00 $5,200.00 26 $5,200.00
139 CROSSWALK SPECIAL - STAMPED BITUMINOUS SQ FT $50.00 $12,000.00 $12,000.00 240 $12,000.00
140 4" SOLID WHITE - MULTI COMPONENT LIQUID LIN FT $1.00 $1,636.00 $1,636.00 1636 $1,636.00
141 24" SOLID WHITE STOP BAR - THERMOPLASTIC (GR IN) LIN FT $60.00 $960.00 $960.00 16 $960.00
142 CROSSWALK WHITE - THERMOPLASTIC (GR IN) SQ FT $15.00 $5,670.00 $1,350.00 $5,400.00 $1,350.00 $1,350.00 $15,120.00 1008 $15,120.00
143 LANDSCAPE ALLOWANCE LUMP SUM $75,000.00 $7,500.00 $15,000.00 $3,750.00 $11,250.00 $37,500.00 $7,500.00 $7,500.00 $7,500.00 $15,000.00 1.00 $75,000.00
SUBTOTAL $622,481.00 $1,316,619.50 $466,495.50 $139,895.00 $82,653.50 $91,396.50 $487,558.00 $3,207,099.00 $786,960.00 $838,286.50 $1,022,384.00 $118,159.00 $5,972,888.50
CONTINGENCIES (5%)$31,124.05 $65,830.98 $23,324.78 $6,994.75 $4,132.68 $4,569.83 $24,377.90 $160,354.95 $39,348.00 $41,914.33 $51,119.20 $5,907.95 $298,644.43
ENGINEERING & ADMINISTRATION (20%)$130,721.01 $276,490.10 $97,964.06 $29,377.95 $17,357.24 $19,193.27 $102,387.18 $673,490.79 $165,261.60 $176,040.17 $214,700.64 $24,813.39 $1,254,306.59
TOTAL ESTIMATED PROJECT COST $784,326.06 $1,658,940.57 $587,784.33 $176,267.70 $104,143.41 $115,159.59 $614,323.08 $4,040,944.74 $991,569.60 $1,056,240.99 $1,288,203.84 $148,880.34 $7,525,839.51
1/8/2024, 2:53 PM
Engineer's Estimate
Bolton & Menk, Inc.Page 4 of 4