VII.1. Approve Final Plans and Order Bids – 2020-2021 Street and Utility Improvements, City Project 2091-10; KlingbeilJanuary 7, 2020 Council Report 2020-005
APPROVE FINAL PLANS AND ORDER BIDS
2020-2021 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2019-10
Proposed Action
Staff recommends the following motion: adopt Resolution 2020-001, Resolution Approving Plans and
Specifications and Authorizing Advertisement for Bids, 2020-2021 Street and Utility Improvements, City
Project 2019-10.
This action continues an assessable project for street and utility improvements.
Overview
At its September 17th, 2019 meeting, the Hopkins City Council conducted a public hearing concerning the
2019 Street and Utility Improvement Project. Council ordered final design of the project, with the exception
of concrete curb and gutter being incorporated as the road edge treatment; Council asked that alternative
edge treatment options be evaluated and to bring the issue back in October. At the October 15th, 2019
meeting the edge treatment alternatives review was presented and Council finalized the scope of public
improvements, directing staff to proceed with concrete curb and gutter as the edge treatment. The final plans
are substantially 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 2020-001
_________________________________
Eric Klingbeil, P.E., Assistant City Engineer
Financial Impact: $18,182,220.37 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm
Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________
Council Report 2020-005
Page 2
ANALYSIS OF ISSUES
Scope of Improvements
This project includes reconstruction of the following streets:
Preston Lane
Boyce Street
Goodrich Street
Ashley Road
Holly Road
Oakwood Road
Interlachen Road
Maple Hill Road
Homedale Road
Hawthorne Road
Meadowbrook Road
Blake Road from Spruce Road to Boyce Street
The pavement condition index for most of the project area is below 40, which indicates failed pavement
and warrants reconstruction. Proposed street improvements include full reconstruction of streets and new
curb and gutter throughout the project area. Street width improvements were also considered with this
project.
Water main is proposed to be replaced throughout the project 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. Existing water main in yard easements will be relocated to roadway right-of-
way for improved access.
Sanitary sewer improvements include the removal and replacement of the main, manholes and service
lines to the property line. Sanitary sewer in existing easements will be lined to minimize disruptions
outside of the right-of-way.
Proposed storm sewer improvements include addition of 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.
The originally proposed pedestrian trail on the golf course side of Meadowbrook Road has been
removed from the project scope due to lack of right of way and in the interest of protecting existing
trees.
During the scoping for this project, it was determined that there was some other work that should be
included in the 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:
Sanitary Sewer Lining in areas across the City identified by the Public Works Department.
Citywide spot alley and sidewalk repairs
Council Report 2020-005
Page 3
Public Input
During the feasibility stage of the project, public informational meetings regarding the improvements
were held on June 25th, August 5th, and September 11th. A questionnaire was sent to all properties in
the project area in March 2019 in advance of the neighborhood meetings. A supplemental questionnaire
focused on boulevard tree impacts was sent out in July 2019 to gain additional input on boulevard tree
issues such as preservation and privately treated ash trees. Since final design was ordered, a reevaluation
of every tree marked for removal has been completed by an independent arborist, a manual identifying
each tree and reason for removal has been compiled, and adjacent owners have been notified of options
to potentially save the tree. Of the 153 notices sent we have received 71 responses to date, we will
continue to work with property owners regarding this issue as time allows.
Bolton & Menk and City staff has met with individual property owners in person to discuss specific
concerns and look at options to minimize issues; it is anticipated meetings will continue as the project
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.
The assessment cap for residential properties is $94.31 per front foot based on adding 3% to the 2019
cap. Without the cap assessments could be 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 $18,182,220.37.
Project costs and funding sources are as follows:
Funding Source CIP Budget Feasibility
Estimate
Engineers
Estimate
PI-PIR/General Obligation Bonds $6,064,000 $4,728,000 $4,308,871.61
Assessments 3,200,000 3,200,000 3,000,000.00
Storm Sewer Fund 1,760,000 3,304,000 3,255,681.35
Sanitary Sewer Fund 3,214,000 3,214,000 3,568,124.49
Water Fund 3,722,000 3,722,000 4,048,372.92
Total $17,960,000 $18,168,000 $18,182,220.37
Cost estimates show the project tracking within the overall CIP budget, and are in line with the
feasibility cost estimate. Storm sewer is tracking over the CIP budget for that item, engineering staff has
worked with the Finance Director to assure the project as proposed can be funded.
Council Report 2020-005
Page 4
Project Schedule
Approve final plans/order bids January 7, 2020
Open Bids February 7, 2020
Order Assessment Hearing February 18, 2020
Public Informational Neighborhood Meeting March 4-11, 2020 (Date TBD)
Conduct Public Assessment Hearing March 17, 2020
Adopt Assessment Roll/Award Contract March 17, 2020
Begin Construction April 2020
Complete Construction November 2021
Staff Recommendation
Staff recommends approving final plans and ordering bids with adoption of resolution 2020-001.
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2020-001
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
2020-2021 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2019-10
WHEREAS, pursuant to a resolution of the City Council adopted the 17th day of September
2019 ordering final plans for the 2020-2021 Street and Utility Project with further edge treatment
analysis, and pursuant to a resolution of the City Council adopted the 15th day of October
finalizing the scope of public improvement for the 2020-2021 Street and Utility Project, plans
and specifications were developed for improvements along Preston Lane, Boyce Street,
Goodrich Street, Ashley Road, Holly Road, Oakwood Road, Interlachen Road, Maple Hill Road,
Homedale Road, Hawthorne Road, Meadowbrook Road, and Blake Road from Spruce Road to
Boyce Street, including pavement, curbing, signage, drainage, water and sanitary sewer
improvements and all necessary appurtenances, and
WHEREAS, plans and specifications for City Project No. 2019-10 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 by the Clerk until 10:00 a.m., on the 7th
day of February, 2020, at the City Hall and that no bids shall be considered unless sealed
and filed 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 March 17, 2020
meeting in the Council Chambers.
Resolution No. 2020-01 -2-
Adopted by the City Council of the City of Hopkins, Minnesota, this 7th day of January 2020.
By_______________________________
Jason Gadd, Mayor
ATTEST:
_________________________________
Amy Domeier, City Clerk
ENGINEER'S ESTIMATE
INTERLACHEN PARK STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2019-10
BMI PROJECT NO. T19.118342
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
1 MOBILIZATION LUMP SUM 750,000.00$0.52 0.00 0.00 0.15 0.18 0.15 390,000.00$-$-$112,500.00$135,000.00$112,500.00$1.00 750,000.00$
2 CLEARING (TREE)EACH 200.00$143 0 0 0 0 0 28,600.00$-$-$-$-$-$143 28,600.00$
3 GRUBBING (TREE)EACH 200.00$146 0 0 0 0 0 29,200.00$-$-$-$-$-$146 29,200.00$
4 TREE TRIMMING LUMP SUM 30,000.00$0.52 0.00 0.00 0.15 0.18 0.15 15,600.00$-$-$4,500.00$5,400.00$4,500.00$1.00 30,000.00$
5 ROCK CONSTRUCTION ENTRANCE EACH 1,500.00$7.00 0 0 0 0 0 10,500.00$-$-$-$-$-$7 10,500.00$
6 REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SQ YD 6.00$4410 0 0 0 0 0 26,460.00$-$-$-$-$-$4410 26,460.00$
7 REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, AND ALLEYS)SQ YD 10.00$5120 0 0 0 0 0 51,200.00$-$-$-$-$-$5120 51,200.00$
8 REMOVE CURB & GUTTER LIN FT 4.00$1290 0 0 0 0 0 5,160.00$-$-$-$-$-$1290 5,160.00$
9 REMOVE CONCRETE STEP EACH 150.00$46 0 0 0 0 0 6,900.00$-$-$-$-$-$46 6,900.00$
10 REMOVE CONCRETE PARKING STOP EACH 150.00$4 0 0 0 0 0 600.00$-$-$-$-$-$4 600.00$
11 SALVAGE RETAINING WALL SQ FT 15.00$966 0 0 0 0 0 14,490.00$-$-$-$-$-$966 14,490.00$
12 SALVAGE FENCE LIN FT 15.00$230 0 0 0 0 0 3,450.00$-$-$-$-$-$230 3,450.00$
13 REMOVE BOLLARD EACH 150.00$6 0 0 0 0 0 900.00$-$-$-$-$-$6 900.00$
14 SALVAGE PAVERS SQ FT 10.00$2250 0 0 0 0 0 22,500.00$-$-$-$-$-$2250 22,500.00$
15 REMOVE SIGN EACH 50.00$158 0 0 0 0 0 7,900.00$-$-$-$-$-$158 7,900.00$
16 SALVAGE SIGN EACH 50.00$9 0 0 0 0 0 450.00$-$-$-$-$-$9 450.00$
17 SAWING CONCRETE PAVEMENT (FULL-DEPTH)LIN FT 6.00$2790 0 0 0 0 0 16,740.00$-$-$-$-$-$2790 16,740.00$
18 SAWING BITUMINOUS PAVEMENT (FULL-DEPTH)LIN FT 3.00$4460 0 0 0 0 0 13,380.00$-$-$-$-$-$4460 13,380.00$
19 COMMON EXCAVATION CU YD 24.00$36185 0 0 0 0 0 868,440.00$-$-$-$-$-$36185 868,440.00$
20 SUBGRADE EXCAVATION CU YD 24.00$4860 0 0 0 0 0 116,640.00$-$-$-$-$-$4860 116,640.00$
21 SELECT GRANULAR BORROW TON 16.00$4430 0 0 0 0 0 70,880.00$-$-$-$-$-$4430 70,880.00$
22 STABILIZING AGGREGATE CU YD 45.00$2500 0 0 0 0 0 112,500.00$-$-$-$-$-$2500 112,500.00$
23 GEOTEXTILE FABRIC (ROAD TYPE V)SQ YD 3.00$14380 0 0 0 0 0 43,140.00$-$-$-$-$-$14380 43,140.00$
24 TOPSOIL BORROW (SPECIAL)CU YD 40.00$9060 0 0 0 0 0 362,400.00$-$-$-$-$-$9060 362,400.00$
25 EXPLORATORY EXCAVATION HOUR 800.00$125 0 0 0 0 0 100,000.00$-$-$-$-$-$125 100,000.00$
26 CLASS 5 AGGREGATE BASE TON 18.00$33100 0 0 0 0 0 595,800.00$-$-$-$-$-$33100 595,800.00$
27 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON 35.00$150 0 0 0 0 0 5,250.00$-$-$-$-$-$150 5,250.00$
28 SELECT GRANULAR TRENCH BACKFILL TON 16.00$0 0 0 900 900 900 -$-$-$14,400.00$14,400.00$14,400.00$2700 43,200.00$
29 RECLAIM BITUMINOUS SURFACE (FULL-DEPTH)SQ YD 3.00$66370 0 0 0 0 0 199,110.00$-$-$-$-$-$66370 199,110.00$
30 BITUMINOUS WEARING COURSE (SPWEA240C)TON 85.00$7220 0 0 0 0 0 613,700.00$-$-$-$-$-$7220 613,700.00$
31 BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON 75.00$7660 0 0 0 0 0 574,500.00$-$-$-$-$-$7660 574,500.00$
32 BITUMINOUS MATERIAL FOR TACK COAT GAL 3.50$3530 0 0 0 0 0 12,355.00$-$-$-$-$-$3530 12,355.00$
33 3" BITUMINOUS DRIVEWAY PAVEMENT (SPWEA240B)SQ YD 35.00$2340 0 0 0 0 0 81,900.00$-$-$-$-$-$2340 81,900.00$
34 BITUMINOUS ROADWAY PATCH (SPWEA240C)SQ YD 100.00$0 25 0 0 0 0 -$2,500.00$-$-$-$-$25 2,500.00$
35 JOINT ADHESIVE LIN FT 1.00$0 0 0 0 0 40970 -$-$-$-$-$40,970.00$40970 40,970.00$
36 MODULAR BLOCK RETAINING WALL SQ FT 35.00$580 0 0 0 0 0 20,300.00$-$-$-$-$-$580 20,300.00$
37 4" CONCRETE WALK SQ FT 6.00$8420 0 0 0 0 0 50,520.00$-$-$-$-$-$8420 50,520.00$
38 4" CONCRETE WALK (STAMPED & COLORED)SQ FT 25.00$430 0 0 0 0 0 10,750.00$-$-$-$-$-$430 10,750.00$
39 TRUNCATED DOMES SQ FT 50.00$140 0 0 0 0 0 7,000.00$-$-$-$-$-$140 7,000.00$
40 CONCRETE STEP LIN FT 150.00$159 0 0 0 0 0 23,850.00$-$-$-$-$-$159 23,850.00$
41 REINSTALL FENCE LIN FT 25.00$230 0 0 0 0 0 5,750.00$-$-$-$-$-$230 5,750.00$
42 REINSTALL RETAINING WALL SQ FT 20.00$966 0 0 0 0 0 19,320.00$-$-$-$-$-$966 19,320.00$
43 CONCRETE CURB & GUTTER DESIGN B612 LIN FT 17.50$0 0 0 0 0 39090 -$-$-$-$-$684,075.00$39090 684,075.00$
44 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 18.00$0 0 0 0 0 1880 -$-$-$-$-$33,840.00$1880 33,840.00$
45 7" CONCRETE VALLEY GUTTER (HIGH EARLY)SQ YD 120.00$30 0 0 0 0 0 3,600.00$-$-$-$-$-$30 3,600.00$
46 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)SQ YD 70.00$6470 0 0 0 0 0 452,900.00$-$-$-$-$-$6470 452,900.00$
47 6" CONCRETE DRIVEWAY PAVEMENT (STAMPED & COLORED)SQ YD 200.00$190 0 0 0 0 0 38,000.00$-$-$-$-$-$190 38,000.00$
48 6" CONCRETE WALK PEDESTRIAN RAMPS SQ YD 125.00$160 0 0 0 0 0 20,000.00$-$-$-$-$-$160 20,000.00$
49 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/HIGH EARLY)SQ YD 80.00$143 0 0 0 0 0 11,440.00$-$-$-$-$-$143 11,440.00$
50 SPECIAL CONCRETE SURFACE FINISH SQ FT 15.00$120 0 0 0 0 0 1,800.00$-$-$-$-$-$120 1,800.00$
51 REINSTALL PAVERS SQ FT 15.00$2140 0 0 0 0 0 32,100.00$-$-$-$-$-$2140 32,100.00$
52 TRAFFIC CONTROL LUMP SUM 100,000.00$0.52 0.00 0.00 0.15 0.18 0.15 52,000.00$-$-$15,000.00$18,000.00$15,000.00$1.00 100,000.00$
53 PORTABLE PRECAST CONCRETE BARRIER LIN FT 20.00$1208 0 0 0 0 0 24,160.00$-$-$-$-$-$1208 24,160.00$
54 4" DOUBLE YELLOW - MULTI COMPONENT LIQUID LIN FT 4.00$1280 0 0 0 0 0 5,120.00$-$-$-$-$-$1280 5,120.00$
55 4" SOLID WHITE - MULTI COMPONENT LIQUID LIN FT 2.00$1300 0 0 0 0 0 2,600.00$-$-$-$-$-$1300 2,600.00$
56 24" SOLID WHITE (GR IN) - THERMOPLASTIC)LIN FT 40.00$22 0 0 0 0 0 880.00$-$-$-$-$-$22 880.00$
57 PAVEMENT MESSAGE (BIKE) (GR IN) - THERMOPLASTIC EACH 550.00$5 0 0 0 0 0 2,750.00$-$-$-$-$-$5 2,750.00$
58 PAVEMENT MESSAGE (GR IN) (HANDICAP PARKING) - THERMOPLASTIC EACH 550.00$2 0 0 0 0 0 1,100.00$-$-$-$-$-$2 1,100.00$
59 PAVEMENT MESSAGE (GR IN) (STOP) - THERMOPLASTIC EACH 550.00$1 0 0 0 0 0 550.00$-$-$-$-$-$1 550.00$
60 TRAFFIC SIGN POST (WITH FOUNDATION)EACH 500.00$71 0 0 0 0 0 35,500.00$-$-$-$-$-$71 35,500.00$
61 TRAFFIC SIGN POST (U-CHANNEL)EACH 100.00$39 0 0 0 0 0 3,900.00$-$-$-$-$-$39 3,900.00$
62 SIGN PANELS (TYPE C)SQ FT 20.00$560 0 0 0 0 0 11,208.00$-$-$-$-$-$560 11,208.00$
63 SIGN PANELS (TYPE D)SQ FT 30.00$300 0 0 0 0 0 9,000.00$-$-$-$-$-$300 9,000.00$
64 REINSTALL SIGN EACH 100.00$9 0 0 0 0 0 900.00$-$-$-$-$-$9 900.00$
65 RELOCATE LIGHT (PRIVATE)EACH 2,000.00$6 0 0 0 0 0 12,000.00$-$-$-$-$-$6 12,000.00$
66 LANDSCAPE ALLOWANCE LUMP SUM 125,000.00$0.52 0.00 0.00 0.15 0.18 0.15 65,000.00$-$-$18,750.00$22,500.00$18,750.00$1.00 125,000.00$
67 LIMESTONE BLOCK EACH 1,000.00$14 0 0 0 0 0 14,000.00$-$-$-$-$-$14 14,000.00$
68 REMOVE & REPLACE METAL GATE LUMP SUM 10,000.00$1.00 0.00 0.00 0.00 0.00 0.00 10,000.00$-$-$-$-$-$1.00 10,000.00$
TOTAL
QUANTITY TOTAL COST
ESTIMATED QUANTITIES ESTIMATED COSTS
UTILITIES UTILITIES
UNIT PRICE
STREET STREET
ITEM
NO.ITEM UNIT
ENGINEER'S ESTIMATE
INTERLACHEN PARK STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2019-10
BMI PROJECT NO. T19.118342
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
TOTAL
QUANTITY TOTAL COST
ESTIMATED QUANTITIES ESTIMATED COSTS
UTILITIES UTILITIES
UNIT PRICE
STREET STREET
ITEM
NO.ITEM UNIT
69 DECIDUOUS TREE - 2-INCH DIAMETER B&B (HACKBERRY)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
70 DECIDUOUS TREE - 2-INCH DIAMETER B&B (HONEY LOCUST)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
71 DECIDUOUS TREE - 2-INCH DIAMETER B&B (LITTLE LEAF LINDEN)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
72 DECIDUOUS TREE - 2-INCH DIAMETER B&B (SWAMP WHITE OAK)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
73 DECIDUOUS TREE - 2-INCH DIAMETER B&B (SUGAR MAPLE)EACH 500.00$17 0 0 0 0 0 8,500.00$-$-$-$-$-$17 8,500.00$
74 DECIDUOUS TREE - 2-INCH DIAMETER B&B (PARKWAY NORWAY MAPLE)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
75 DECIDUOUS TREE - 2-INCH DIAMETER B&B (PRINCETON AMERICAN ELM)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
76 DECIDUOUS TREE - 2-INCH DIAMETER B&B (RED OAK)EACH 500.00$15 0 0 0 0 0 7,500.00$-$-$-$-$-$15 7,500.00$
77 DECIDUOUS TREE - 2-INCH DIAMETER B&B (SIOUXLAND POPLAR)EACH 500.00$14 0 0 0 0 0 7,000.00$-$-$-$-$-$14 7,000.00$
78 DECIDUOUS TREE - 2-INCH DIAMETER B&B (ESPRESSO KENTUCKY COFFEETREE)EACH 500.00$14 0 0 0 0 0 7,000.00$-$-$-$-$-$14 7,000.00$
79 INLET PROTECTION EACH 250.00$181 0 0 0 0 0 45,250.00$-$-$-$-$-$181 45,250.00$
80 SILT FENCE LIN FT 3.50$2950 0 0 0 0 0 10,325.00$-$-$-$-$-$2950 10,325.00$
81 STREET SWEEPER WITH OPERATOR HOUR 150.00$770 0 0 0 0 0 115,500.00$-$-$-$-$-$770 115,500.00$
82 LAWN TYPE SOD SQ YD 8.00$48810 0 0 0 0 0 390,480.00$-$-$-$-$-$48810 390,480.00$
83 HYDROMULCH TYPE 7 & SEED MIX 25-151 SQ YD 3.00$5110 0 0 0 0 0 15,330.00$-$-$-$-$-$5110 15,330.00$
84 RAPID STABILIZATION METHOD 3 (TEMPORARY)MGAL 750.00$61 0 0 0 0 0 45,381.29$-$-$-$-$-$61 45,381.29$
85 REMOVE SANITARY SEWER PIPE LIN FT 6.00$0 0 0 16844 0 0 -$-$-$101,064.00$-$-$16844 101,064.00$
86 ABANDON SANITARY SEWER PIPE LIN FT 15.00$0 0 0 620 0 0 -$-$-$9,300.00$-$-$620 9,300.00$
87 REMOVE FORCEMAIN PIPE LIN FT 8.00$0 0 0 1857 0 0 -$-$-$14,856.00$-$-$1857 14,856.00$
88 ABANDON FORCEMAIN PIPE LIN FT 12.00$0 0 0 660 0 0 -$-$-$7,920.00$-$-$660 7,920.00$
89 REMOVE SANITARY MANHOLE EACH 500.00$0 0 0 61 0 0 -$-$-$30,500.00$-$-$61 30,500.00$
90 ABANDON SANITARY MANHOLE EACH 500.00$0 0 0 2 0 0 -$-$-$1,000.00$-$-$2 1,000.00$
91 TEMPORARY CONVEYANCE OF WASTEWATER (FORCEMAIN)LUMP SUM 75,000.00$0.00 0.00 0.00 1.00 0.00 0.00 -$-$-$75,000.00$-$-$1.00 75,000.00$
92 SANITARY MANHOLE CASTING (SPECIAL)EACH 1,100.00$0 0 0 73 0 0 -$-$-$80,300.00$-$-$73 80,300.00$
93 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT 60.00$0 0 0 15114 0 0 -$-$-$906,840.00$-$-$15114 906,840.00$
94 8" DIP SANITARY SEWER PIPE LIN FT 75.00$0 0 0 120 0 0 -$-$-$9,000.00$-$-$120 9,000.00$
95 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT 75.00$0 0 0 259 0 0 -$-$-$19,425.00$-$-$259 19,425.00$
96 10" PVC SDR 26 SANITARY SEWER PIPE LIN FT 80.00$0 0 0 283 0 0 -$-$-$22,640.00$-$-$283 22,640.00$
97 12" PVC SDR 35 SANITARY SEWER PIPE LIN FT 80.00$0 0 0 653 0 0 -$-$-$52,240.00$-$-$653 52,240.00$
98 12" PVC SDR 26 SANITARY SEWER PIPE LIN FT 90.00$0 0 0 283 0 0 -$-$-$25,470.00$-$-$283 25,470.00$
99 SANITARY SEWER TYPE B BEDDING LIN FT 20.00$0 0 0 1500 0 0 -$-$-$30,000.00$-$-$1500 30,000.00$
100 8" CIPP LINING LIN FT 30.00$0 2464 0 1715 0 0 -$73,920.00$-$51,450.00$-$-$4179 125,370.00$
101 12" CIPP LINING LIN FT 40.00$0 0 0 46 0 0 -$-$-$1,840.00$-$-$46 1,840.00$
102 6" PVC C900 FORCEMAIN LIN FT 65.00$0 0 0 1857 0 0 -$-$-$120,705.00$-$-$1857 120,705.00$
103 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT 40.00$0 0 0 8084 0 0 -$-$-$323,360.00$-$-$8084 323,360.00$
104 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE RISER LIN FT 45.00$0 0 0 217 0 0 -$-$-$9,742.50$-$-$217 9,742.50$
105 8" x 6" SDR 26 PVC SERVICE WYE EACH 500.00$0 0 0 245 0 0 -$-$-$122,500.00$-$-$245 122,500.00$
106 12" x 6" SDR 26 PVC SERVICE WYE EACH 600.00$0 0 0 7 0 0 -$-$-$4,200.00$-$-$7 4,200.00$
107 SANITARY MANHOLE LIN FT 375.00$0 0 0 728 0 0 -$-$-$273,112.50$-$-$728 273,112.50$
108 CONSTRUCT 8" OUTSIDE DROP LIN FT 250.00$0 0 0 21 0 0 -$-$-$5,250.00$-$-$21 5,250.00$
109 SEAL SANITARY MANHOLE EACH 2,000.00$0 12 0 1 0 0 -$24,000.00$-$2,000.00$-$-$13 26,000.00$
110 SANITARY SEWER SPOT REPAIR EACH 4,000.00$0 3 0 0 0 0 -$12,000.00$-$-$-$-$3 12,000.00$
111 4-6" CIPP LATERAL LINING - WYE (2')EACH 4,000.00$0 0 0 8 0 0 -$-$-$32,000.00$-$-$8 32,000.00$
112 TRIM PROTRUDING TAP (NON-IRON)EACH 300.00$0 3 0 0 0 0 -$900.00$-$-$-$-$3 900.00$
113 TRIM PROTRUDING TAP (IRON)EACH 400.00$0 3 0 0 0 0 -$1,200.00$-$-$-$-$3 1,200.00$
114 RECONNECT SANITARY SEWER SERVICE EACH 500.00$0 0 0 252 0 0 -$-$-$126,000.00$-$-$252 126,000.00$
115 CONNECT TO EXISTING SEWER WYE EACH 500.00$0 0 0 13 0 0 -$-$-$6,500.00$-$-$13 6,500.00$
116 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 2,000.00$0 0 0 3 0 0 -$-$-$6,000.00$-$-$3 6,000.00$
117 CONNECT TO EXISTING SANITARY SEWER PIPE EACH 1,000.00$0 0 0 13 0 0 -$-$-$13,000.00$-$-$13 13,000.00$
118 CONNECT TO EXISTING LIFT STATION EACH 5,000.00$0 0 0 1 0 0 -$-$-$5,000.00$-$-$1 5,000.00$
119 CONNECT TO EXISTING FORCEMAIN EACH 1,000.00$0 0 0 2 0 0 -$-$-$2,000.00$-$-$2 2,000.00$
120 LIFT STATION HATCH/TOP COVER EACH 15,000.00$0 0 0 1 0 0 -$-$-$15,000.00$-$-$1 15,000.00$
121 LIFT STATION GENERATOR (W/ CONCRETE PAD)EACH 60,000.00$0 0 0 1 0 0 -$-$-$60,000.00$-$-$1 60,000.00$
122 CONNECT TO EXISTING SANITARY SEWER SERVICE (PRIVATE)EACH 2,500.00$0 0 5 0 0 0 -$-$12,500.00$-$-$-$5 12,500.00$
123 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE (PRIVATE)LIN FT 50.00$0 0 250 0 0 0 -$-$12,500.00$-$-$-$250 12,500.00$
124 4-6" CIPP LATERAL LINING - SERVICE LIN FT 100.00$0 0 125 125 0 0 -$-$12,500.00$12,500.00$-$-$250 25,000.00$
125 CONNECT TO EXISTING WATER SERVICE (PRIVATE)EACH 5,000.00$0 0 5 0 0 0 -$-$25,000.00$-$-$-$5 25,000.00$
126 1" TYPE K COPPER SERVICE PIPE (PRIVATE)LIN FT 50.00$0 0 250 0 0 0 -$-$12,500.00$-$-$-$250 12,500.00$
127 1" TRENCHLESS WATER SERVICE (PRIVATE)LIN FT 80.00$0 0 250 0 0 0 -$-$20,000.00$-$-$-$250 20,000.00$
128 REMOVE WATERMAIN LIN FT 5.00$0 0 0 0 20950 0 -$-$-$-$104,750.00$-$20950 104,750.00$
129 ABANDON WATERMAIN LIN FT 10.00$0 0 0 0 3480 0 -$-$-$-$34,800.00$-$3480 34,800.00$
130 REMOVE HYDRANT EACH 400.00$0 0 0 0 32 0 -$-$-$-$12,800.00$-$32 12,800.00$
131 CONNECT TO EXISTING WATERMAIN EACH 1,600.00$0 0 0 0 7 0 -$-$-$-$11,200.00$-$7 11,200.00$
132 HYDRANT EACH 5,500.00$0 0 0 0 43 0 -$-$-$-$236,500.00$-$43 236,500.00$
133 DUCTILE IRON FITTINGS POUND 10.00$0 0 0 0 7245 0 -$-$-$-$72,450.00$-$7245 72,450.00$
134 HYDRANT EXTENSION EACH 1,500.00$0 0 0 0 4 0 -$-$-$-$6,000.00$-$4 6,000.00$
135 12" BUTTERFLY VALVE & BOX EACH 3,600.00$0 0 0 0 22 0 -$-$-$-$79,200.00$-$22 79,200.00$
136 6" GATE VALVE & BOX EACH 1,600.00$0 0 0 0 46 0 -$-$-$-$73,600.00$-$46 73,600.00$
ENGINEER'S ESTIMATE
INTERLACHEN PARK STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2019-10
BMI PROJECT NO. T19.118342
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
CITY SPOT
SANITARY
LINING
PRIVATE
SERVICES
SANITARY
SEWER WATER STORM
SEWER
TOTAL
QUANTITY TOTAL COST
ESTIMATED QUANTITIES ESTIMATED COSTS
UTILITIES UTILITIES
UNIT PRICE
STREET STREET
ITEM
NO.ITEM UNIT
137 8" GATE VALVE & BOX EACH 2,200.00$0 0 0 0 63 0 -$-$-$-$138,600.00$-$63 138,600.00$
138 6" DIP WATER MAIN LIN FT 60.00$0 0 0 0 643 0 -$-$-$-$38,580.00$-$643 38,580.00$
139 8" DIP WATER MAIN LIN FT 60.00$0 0 0 0 16925 0 -$-$-$-$1,015,500.00$-$16925 1,015,500.00$
140 12" DIP WATER MAIN LIN FT 70.00$0 0 0 0 3998 0 -$-$-$-$279,860.00$-$3998 279,860.00$
141 1" TYPE K COPPER SERVICE PIPE LIN FT 40.00$0 0 0 0 8800 0 -$-$-$-$352,000.00$-$8800 352,000.00$
142 1" CURB STOP & BOX EACH 400.00$0 0 0 0 288 0 -$-$-$-$115,200.00$-$288 115,200.00$
143 1" CORPORATION STOP EACH 400.00$0 0 0 0 288 0 -$-$-$-$115,200.00$-$288 115,200.00$
144 1" TRENCHLESS WATER SERVICE LIN FT 70.00$0 0 0 0 550 0 -$-$-$-$38,500.00$-$550 38,500.00$
145 1.5" TYPE K COPPER SERVICE PIPE LIN FT 50.00$0 0 0 0 20 0 -$-$-$-$1,000.00$-$20 1,000.00$
146 1.5" CURB STOP & BOX EACH 500.00$0 0 0 0 1 0 -$-$-$-$500.00$-$1 500.00$
147 1.5" CORPORATION STOP EACH 500.00$0 0 0 0 1 0 -$-$-$-$500.00$-$1 500.00$
148 FORD TYPE A-1 CURB BOX COVERS EACH 200.00$0 0 0 0 16 0 -$-$-$-$3,200.00$-$16 3,200.00$
149 CONNECT TO EXISTING WATER SERVICE EACH 400.00$0 0 0 0 288 0 -$-$-$-$115,200.00$-$288 115,200.00$
150 CONNECT TO EXISTING CORPORATION STOP EACH 500.00$0 0 0 0 22 0 -$-$-$-$11,000.00$-$22 11,000.00$
151 TEMPORARY WATER SERVICE EACH 650.00$0 0 0 0 288 0 -$-$-$-$187,200.00$-$288 187,200.00$
152 TEMPORARY WATER SERVICE (SPECIAL)EACH 4,000.00$0 0 0 0 3 0 -$-$-$-$12,000.00$-$3 12,000.00$
153 PLOYSTYRENE INSULATION (4" THICKNESS)SQ YD 8.00$0 0 0 0 2645 0 -$-$-$-$21,160.00$-$2645 21,160.00$
154 TRACER WIRE ACCESS BOX NON ROADWAY (WATER)EACH 120.00$0 0 0 0 288 0 -$-$-$-$34,560.00$-$288 34,560.00$
155 TRACER WIRE TEST STATION (HYDRANT)EACH 120.00$0 0 0 0 43 0 -$-$-$-$5,160.00$-$43 5,160.00$
156 GROUNDING ANODE EACH 100.00$0 0 0 0 373 0 -$-$-$-$37,300.00$-$373 37,300.00$
157 REMOVE STORM SEWER PIPE LIN FT 10.00$0 0 0 0 0 10300 -$-$-$-$-$103,000.00$10300 103,000.00$
158 REMOVE DRAINAGE STRUCTURE EACH 400.00$0 0 0 0 0 87 -$-$-$-$-$34,800.00$87 34,800.00$
159 ADJUST FRAME, RING, & CASTING EACH 600.00$0 0 0 0 0 6 -$-$-$-$-$3,600.00$6 3,600.00$
160 STORM SEWER CASTING (SPECIAL)EACH 1,000.00$0 0 0 0 0 31 -$-$-$-$-$31,000.00$31 31,000.00$
161 STORM SEWER CASTING (R-3067-V)EACH 750.00$0 0 0 0 0 136 -$-$-$-$-$102,000.00$136 102,000.00$
162 STORM SEWER CASTING (R-2510-A)EACH 950.00$0 0 0 0 0 2 -$-$-$-$-$1,900.00$2 1,900.00$
163 STORM SEWER CASTING (R-3205)EACH 900.00$0 0 0 0 0 2 -$-$-$-$-$1,800.00$2 1,800.00$
164 STORM SEWER CASTING (R-3262-4)EACH 600.00$0 0 0 0 0 1 -$-$-$-$-$600.00$1 600.00$
165 12" RC PIPE SEWER CL V DESIGN 3006 (STORM)LIN FT 50.00$0 0 0 0 0 1845 -$-$-$-$-$92,250.00$1845 92,250.00$
166 15" RC PIPE SEWER CL V DESIGN 3006 (STORM)LIN FT 55.00$0 0 0 0 0 5428 -$-$-$-$-$298,540.00$5428 298,540.00$
167 18" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 60.00$0 0 0 0 0 969 -$-$-$-$-$58,140.00$969 58,140.00$
168 21" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 65.00$0 0 0 0 0 280 -$-$-$-$-$18,200.00$280 18,200.00$
169 24" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 70.00$0 0 0 0 0 1898 -$-$-$-$-$132,860.00$1898 132,860.00$
170 30" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 80.00$0 0 0 0 0 1833 -$-$-$-$-$146,640.00$1833 146,640.00$
171 36" SPAN RC PIPE ARCH CL IIA LIN FT 120.00$0 0 0 0 0 698 -$-$-$-$-$83,760.00$698 83,760.00$
172 CONSTRUCT STORM MH DES H EACH 1,500.00$0 0 0 0 0 2 -$-$-$-$-$3,000.00$2 3,000.00$
173 CONSTRUCT STORM MH DES 48" - 4020 EACH 2,000.00$0 0 0 0 0 11 -$-$-$-$-$22,000.00$11 22,000.00$
174 CONSTRUCT STORM MH DES 48" - 4022 EACH 2,000.00$0 0 0 0 0 29 -$-$-$-$-$58,000.00$29 58,000.00$
175 CONSTRUCT STORM MH DES 60" - 4020 EACH 3,500.00$0 0 0 0 0 14 -$-$-$-$-$49,000.00$14 49,000.00$
176 CONSTRUCT STORM MH DES 60" - 4022 EACH 3,500.00$0 0 0 0 0 8 -$-$-$-$-$28,000.00$8 28,000.00$
177 CONSTRUCT STORM MH DES 72" - 4020 EACH 4,000.00$0 0 0 0 0 4 -$-$-$-$-$16,000.00$4 16,000.00$
178 CONSTRUCT STORM MH DES 72" - 4022 EACH 4,000.00$0 0 0 0 0 2 -$-$-$-$-$8,000.00$2 8,000.00$
179 CONSTRUCT STORM MH DES 84" - 4020 EACH 5,500.00$0 0 0 0 0 2 -$-$-$-$-$11,000.00$2 11,000.00$
180 STORM CATCH BASIN - DESIGN R-1, 2'X3'EACH 1,600.00$0 0 0 0 0 99 -$-$-$-$-$158,400.00$99 158,400.00$
181 ADJUST DRAINAGE STRUCTURE EACH 1,500.00$0 0 0 0 0 2 -$-$-$-$-$3,000.00$2 3,000.00$
182 6" PERF PVC UNDERDRAIN LIN FT 10.00$0 0 0 0 0 23132 -$-$-$-$-$231,320.00$23132 231,320.00$
183 6" PVC UNDERDRAIN CLEANOUT EACH 300.00$0 0 0 0 0 143 -$-$-$-$-$42,900.00$143 42,900.00$
184 4" PVC BACKWATER VALVE EACH 500.00$0 0 0 0 0 1 -$-$-$-$-$500.00$1 500.00$
185 12" INLINE CHECK VALVE EACH 3,000.00$0 0 0 0 0 1 -$-$-$-$-$3,000.00$1 3,000.00$
186 CONNECT TO EXISTING STORM PIPE EACH 1,200.00$0 0 0 0 0 15 -$-$-$-$-$18,000.00$15 18,000.00$
187 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 1,600.00$0 0 0 0 0 5 -$-$-$-$-$8,000.00$5 8,000.00$
6,045,909.29$2,742,865.00$3,348,820.00$2,693,245.00$15,040,359.29$
200,989.52$91,183.49$111,327.79$89,533.93$500,000.00$
6,246,898.82$2,834,048.49$3,460,147.79$2,782,778.93$15,540,359.29$
1,061,972.80$481,788.24$588,225.12$473,072.42$2,641,861.08$
7,308,871.61$3,315,836.74$4,048,372.92$3,255,851.35$18,182,220.37$
SUBTOTAL
CONTINGENCIES
ENGINEERING AND ADMINISTRATION (17%)
TOTAL ESTIMATED PROJECT COST
ESTIMATED CONSTRUCTION COST