VII.1. Approve Final Plans and Order Bids – 2019 Street and Utility Improvements, City Project 2018-10; KlingbeiFebruary 5, 2019 Council Report 2019-014
APPROVE FINAL PLANS AND ORDER BIDS
2019 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2018-10
Proposed Action
Staff recommends the following motion: adopt Resolution 2019-009, Resolution Approving Plans and
Specifications and Authorizing Advertisement for Bids, 2019 Street and Utility Improvements, City Project
2019-10.
This action continues an assessable project for street and utility improvements.
Overview
At its November 11th, 2018 meeting, the Hopkins City Council conducted a public hearing concerning the
street and utility improvements proposed for the 2019 Street and Utility Improvement Project. Council
directed the project to proceed and authorized the preparation of final plans and specifications. 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 2019-009
_________________________________
Eric Klingbeil, P.E., Assistant City Engineer
Financial Impact: $5,575,000 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm
Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________
Council Report 2019-014
Page 2
ANALYSIS OF ISSUES
Scope of Improvements
This project includes reconstruction of the following streets:
Cambridge Street
Lake Street NE
Van Buren Avenue N
Tyler Avenue N
Hiawatha Avenue
Oak Park Lane
The pavement condition index for most of the project area is below 40, which indicates failed pavement
and warrants reconstruction. In recent years there has also been significant development work completed
in the area, resulting in several street impacts which are accelerating pavement deterioration in the area.
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 unless they are copper and less than 10 years old.
Sanitary sewer improvements include the removal and replacement of the main, manholes and service
lines to the property line.
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.
Pedestrian facilities include installation of new sidewalk along Lake Street NE, Van Buren Avenue, and
Cambridge Street. This new sidewalk will provide continuous off-street pedestrian facilities between
Tyler Avenue and Blake Road. Additional sidewalks were considered for Hiawatha Avenue and Oak
Park Lane, however there is limited right-of-way and a lack of neighborhood support.
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
Metropolitan Council Environmental Services (MCES) is currently reconstructing the L27 lift station,
which is currently located at 420 Blake Road. The new lift station will be located at 402 Hiawatha
Avenue, approximately 600 feet west of Blake Road. As part of the project, existing sanitary piping in
Lake Street NE must be rerouted to the new lift station. MCES will be reconstructing portions of Lake
Street NE to accommodate this work.
Council Report 2019-014
Page 3
Public Input
Two public informational meetings regarding the improvements were held on September 19th and
November 14th. The meeting format consisted of a presentation of the overall project, with detailed
discussion on assessments. Between the two meetings, a total of approximately 12 people attended the
meetings.
A questionnaire was sent to all properties in the project area in advance of the neighborhood meeting,
Drainage concerns and a desire for improved street surface and additional sidewalks were the most
notable comments in the responses.
Bolton & Menk and City staff have, and will continue to meet with individual property owners in person
to discuss concerns and look at options to minimize issues.
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 $91.56 per front foot based on adding 3% to the
2018cap. 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 $5,575,000.
Project costs and funding sources are as follows:
Funding Source CIP Budget Engineers
Estimate
Difference
PI-PIR/General Obligation Bonds $1,945,000 1,840,000 -105,000
Assessments 1,280,000 1,280,000 0
Storm Sewer Fund 500,000 745,000 245,000
Sanitary Sewer Fund 600,000 610,000 10,000
Water Fund 1,250,000 1,100,000 -150,000
Total 5,575,000 5,575,000 0
Cost estimates show the project tracking within the overall CIP budget. Storm sewer is tracking over the
CIP budget for that item, engineering staff has worked with the Finance Director to assure the project as
proposed can be funded.
Council Report 2019-014
Page 4
Project Schedule
Accept feasibility report/order public hearing October 16, 2018
Public Informational Neighborhood Meeting November 14, 2018
Public hearing/order final design November 20, 2018
Approve final plans/order bids February 5, 2019
Bid Opening March 8, 2019
Order Assessment Hearing March 19, 2019
Public Informational Neighborhood Meeting Early April 2019
Conduct Public Assessment Hearing April 16, 2019
Adopt Assessment Roll/Award Contract April 16, 2019
Begin Construction May, 2019
Complete Construction November, 2019
Staff Recommendation
Staff recommends approving final plans and ordering bids with adoption of resolution 2019-009.
ENGINEER'S ESTIMATE
2019 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2018-10
BMI PROJECT NO. T19.116650
STREET
TOTAL
SANITARY
SEWER WATERMAIN STORM
SEWER
PRIVATE
SEWER/WATER STREET TOTAL SANITARY
SEWER WATERMAIN STORM SEWER PRIVATE
SEWER/WATER
TOTAL
QUANTITY TOTAL COST
1 MOBILIZATION LUMP SUM 250,000.00$ 0.58 0.10 0.22 0.10 145,000.00$ 25,000.00$ 55,000.00$ 25,000.00$ -$ 1.00 250,000.00$
2 TRAFFIC CONTROL LUMP SUM 30,000.00$ 0.58 0.10 0.22 0.10 17,400.00$ 3,000.00$ 6,600.00$ 3,000.00$ -$ 1.00 30,000.00$
3 LANDSCAPE ALLOWANCE LUMP SUM 25,000.00$ 0.58 0.10 0.22 0.10 14,500.00$ 2,500.00$ 5,500.00$ 2,500.00$ -$ 1.00 25,000.00$
4 TREE TRIMMING LUMP SUM 5,000.00$ 0.58 0.10 0.22 0.10 2,900.00$ 500.00$ 1,100.00$ 500.00$ -$ 1.00 5,000.00$
5 GRUBBING (TREE)EACH 250.00$ 34 3 8,500.00$ -$ 750.00$ -$ -$ 37 9,250.00$
6 CLEARING (TREE)EACH 250.00$ 34 3 8,500.00$ -$ 750.00$ -$ -$ 37 9,250.00$
7 EXPLORATORY EXCAVATION HOUR 650.00$ 52 4 4 4 33,800.00$ 2,600.00$ 2,600.00$ 2,600.00$ -$ 64 41,600.00$
8 REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SQ YD 5.00$ 1512 1410 7,560.00$ -$ 7,050.00$ -$ -$ 2922 14,610.00$
9 REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, AND ALLEYS)SQ YD 8.00$ 2153 46 17,224.00$ -$ 368.00$ -$ -$ 2199 17,592.00$
10 REMOVE CONCRETE PAVEMENT (SPOT REPLACEMENT)SQ YD 12.00$ 300 3,600.00$ -$ -$ -$ -$ 300 3,600.00$
11 REMOVE CURB & GUTTER LIN FT 4.00$ 9501 59 38,004.00$ -$ 236.00$ -$ -$ 9560 38,240.00$
12 REMOVE CURB & GUTTER (SPOT REPLACEMENT)LIN FT 8.00$ 100 800.00$ -$ -$ -$ -$ 100 800.00$
13 REMOVE SIGN EACH 40.00$ 95 3,800.00$ -$ -$ -$ -$ 95 3,800.00$
14 REMOVE WOOD BOLLARD EACH 100.00$ 5 500.00$ -$ -$ -$ -$ 5 500.00$
15 SAWING CONCRETE PAVEMENT (FULL-DEPTH)LIN FT 5.00$ 1503 14 7,515.00$ -$ 70.00$ -$ -$ 1517 7,585.00$
16 SAWING BITUMINOUS PAVEMENT (FULL-DEPTH)LIN FT 3.00$ 1349 179 4,047.00$ -$ 537.00$ -$ -$ 1528 4,584.00$
17 SALVAGE & REINSTALL FENCE (VINYL OR WOOD)LIN FT 35.00$ 60 2,100.00$ -$ -$ -$ -$ 60 2,100.00$
18 SALVAGE & REINSTALL MODULAR BLOCK/STONE RETAINING WALL SQ FT 40.00$ 191 7,640.00$ -$ -$ -$ -$ 191 7,640.00$
19 REMOVE BENCH EACH 500.00$ 2 1,000.00$ -$ -$ -$ -$ 2 1,000.00$
20 SALVAGE & REINSTALL MAILBOX EACH 500.00$ 7 3,500.00$ -$ -$ -$ -$ 7 3,500.00$
21 MODULAR BLOCK RETAINING WALL SQ FT 45.00$ 693 31,185.00$ -$ -$ -$ -$ 693 31,185.00$
22 COMMON EXCAVATION (EV)(P)CU YD 18.00$ 18562 317 334,116.00$ -$ 5,706.00$ -$ -$ 18879 339,822.00$
23 SUBGRADE EXCAVATION (EV)CU YD 18.00$ 2429 40 43,722.00$ -$ 720.00$ -$ -$ 2469 44,442.00$
24 STABILIZING AGGREGATE (CV)CU YD 50.00$ 1215 60,750.00$ -$ -$ -$ -$ 1215 60,750.00$
25 SELECT GRANULAR BORROW TON 16.00$ 10118 85 161,888.00$ -$ 1,360.00$ -$ -$ 10203 163,248.00$
26 GEOTEXTILE FABRIC SQ YD 1.50$ 15045 140 22,567.50$ -$ 210.00$ -$ -$ 15185 22,777.50$
27 TOPSOIL BORROW (SPECIAL)(LV)CU YD 40.00$ 1374 500 54,952.00$ -$ 20,000.00$ -$ -$ 1874 74,952.00$
28 CLASS 5 AGGREGATE BASE TON 18.00$ 12939 57 34 232,902.00$ -$ 1,026.00$ 612.00$ -$ 13030 234,540.00$
29 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON 40.00$ 23 920.00$ -$ -$ -$ -$ 23 920.00$
30 SELECT GRANULAR TRENCH BACKFILL TON 16.00$ 0 1200 1200 300 -$ 19,200.00$ 19,200.00$ 4,800.00$ -$ 2700 43,200.00$
31 RECLAIM BITUMINOUS SURFACE (LOAD & STOCKPILE)SQ YD 2.50$ 23416 58,540.00$ -$ -$ -$ -$ 23416 58,540.00$
32 RECLAIM BITUMINOUS SURFACE (IN PLACE)SQ YD 3.00$ 1130 3,390.00$ -$ -$ -$ -$ 1130 3,390.00$
33 BITUMINOUS WEARING COURSE (SPWEA240C)TON 70.00$ 2677 20 10 187,390.00$ -$ 1,400.00$ 700.00$ -$ 2707 189,490.00$
34 BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON 65.00$ 3673 30 10 238,745.00$ -$ 1,950.00$ 650.00$ -$ 3713 241,345.00$
35 BITUMINOUS MATERIAL FOR TACK COAT GAL 3.50$ 1767 21 6 6,184.50$ -$ 73.50$ 21.00$ -$ 1794 6,279.00$
36 3" BITUMINOUS PAVEMENT (TRAIL/DRIVEWAY) (SPWEA240B)SQ YD 30.00$ 770 1280 23,100.00$ -$ 38,400.00$ -$ -$ 2050 61,500.00$
37 BITUMINOUS ROADWAY PATCH (SPWEA240C)SQ YD 50.00$ 25 1,250.00$ -$ -$ -$ -$ 25 1,250.00$
38 JOINT ADHESIVE LIN FT 0.75$ 2768 59 2,076.00$ -$ 44.25$ -$ -$ 2827 2,120.25$
39 4" CONCRETE WALK SQ FT 6.00$ 33117 415 198,702.00$ -$ 2,490.00$ -$ -$ 33532 201,192.00$
40 4" CONCRETE WALK (SPOT REPLACEMENT)SQ FT 7.50$ 2500 18,750.00$ -$ -$ -$ -$ 2500 18,750.00$
41 TRUNCATED DOMES SQ FT 50.00$ 204 15 10,200.00$ -$ 750.00$ -$ -$ 219 10,950.00$
42 CONCRETE STEP LIN FT 125.00$ 5 625.00$ -$ -$ -$ -$ 5 625.00$
43 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 17.50$ 0 59 15394 -$ -$ 1,032.50$ 269,395.00$ -$ 15453 270,427.50$
44 CONCRETE CURB & GUTTER DESIGN B618 (SPOT REPLACEMENT)LIN FT 25.00$ 0 270 -$ -$ -$ 6,750.00$ -$ 270 6,750.00$
45 6" CONCRETE WALK PEDESTRIAN RAMPS SQ YD 85.00$ 129 6 10,965.00$ -$ 510.00$ -$ -$ 135 11,475.00$
46 6" CONCRETE WALK PEDESTRIAN RAMPS (SPOT REPLACEMENT)SQ YD 90.00$ 50 4,500.00$ -$ -$ -$ -$ 50 4,500.00$
47 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)SQ YD 60.00$ 510 30,600.00$ -$ -$ -$ -$ 510 30,600.00$
48 7" CONCRETE VALLEY GUTTER SQ YD 75.00$ 25 1,875.00$ -$ -$ -$ -$ 25 1,875.00$
49 6" CONCRETE ALLEY (SPOT REPLACEMENT/HIGH EARLY)SQ YD 80.00$ 80 6,400.00$ -$ -$ -$ -$ 80 6,400.00$
50 DRILL & GROUT REINF BAR - NO. 4 (EPOXY COATED)EACH 15.00$ 143 2,145.00$ -$ -$ -$ -$ 143 2,145.00$
51 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/ALLEY)SQ YD 80.00$ 1116 89,280.00$ -$ -$ -$ -$ 1116 89,280.00$
52 SAW & SEAL CONCRETE JOINTS (SPOT REPLACEMENT)LIN FT 25.00$ 50 1,250.00$ -$ -$ -$ -$ 50 1,250.00$
53 CROSSWALK WHITE (GR IN) - THERMOPLASTIC SQ FT 20.00$ 576 11,520.00$ -$ -$ -$ -$ 576 11,520.00$
54 4" BROKEN YELLOW - MULTI COMPONENT LIQUID LIN FT 0.75$ 1080 810.00$ -$ -$ -$ -$ 1080 810.00$
55 4" SOLID WHITE - MULTI COMPONENT LIQUID LIN FT 1.00$ 120 120.00$ -$ -$ -$ -$ 120 120.00$
56 PAVEMENT MESSAGE (ARROW) (GR IN) - THERMOPLASTIC EACH 500.00$ 2 1,000.00$ -$ -$ -$ -$ 2 1,000.00$
57 TRAFFIC SIGN POST (WITH FOUNDATION)EACH 200.00$ 14 2,800.00$ -$ -$ -$ -$ 14 2,800.00$
58 TRAFFIC SIGN POST (U-CHANNEL)EACH 100.00$ 99 9,900.00$ -$ -$ -$ -$ 99 9,900.00$
59 SIGN PANELS (TYPE C)SQ FT 20.00$ 250.75 5,015.00$ -$ -$ -$ -$ 251 5,015.00$
60 SIGN PANELS (TYPE D)SQ FT 25.00$ 68 1,687.50$ -$ -$ -$ -$ 68 1,687.50$
61 SALVAGE SIGN EACH 60.00$ 25 1,500.00$ -$ -$ -$ -$ 25 1,500.00$
62 REINSTALL SIGN EACH 115.00$ 21 2,415.00$ -$ -$ -$ -$ 21 2,415.00$
63 CONSTRUCTION SIGN - SPECIAL SQ FT 25.00$ 100 2,500.00$ -$ -$ -$ -$ 100 2,500.00$
STREETS
SUMMARYESTIMATED QUANTITIES
ITEM
NO.UNIT PRICEITEMNOTES
UTILITIES
ESTIMATED COSTS
STREETS UTILITIES
UNIT
ENGINEER'S ESTIMATE
2019 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2018-10
BMI PROJECT NO. T19.116650
STREET
TOTAL
SANITARY
SEWER WATERMAIN STORM
SEWER
PRIVATE
SEWER/WATER STREET TOTAL SANITARY
SEWER WATERMAIN STORM SEWER PRIVATE
SEWER/WATER
TOTAL
QUANTITY TOTAL COST
STREETS
SUMMARYESTIMATED QUANTITIES
ITEM
NO.UNIT PRICEITEMNOTES
UTILITIES
ESTIMATED COSTS
STREETS UTILITIES
UNIT
64 DECIDUOUS TREE 2" CAL B & B (HACKBERRY)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
65 DECIDUOUS TREE 2" CAL B & B (HONEY LOCUST)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
66 DECIDUOUS TREE 2" CAL B & B (LITTLE LEAF LINDEN)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
67 DECIDUOUS TREE 2" CAL B & B (SWAMP WHITE OAK)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
68 DECIDUOUS TREE 2" CAL B & B (SUGAR MAPLE)EACH 425.00$ 5 2,125.00$ -$ -$ -$ -$ 5 2,125.00$
69 DECIDUOUS TREE 2" CAL B & B (PARKWAY NORWAY MAPLE)EACH 425.00$ 5 2,125.00$ -$ -$ -$ -$ 5 2,125.00$
70 DECIDUOUS TREE 2" CAL B & B (PRINCETON AMERICAN ELM)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
71 DECIDUOUS TREE 2" CAL B & B (RED OAK)EACH 425.00$ 4 1,700.00$ -$ -$ -$ -$ 4 1,700.00$
72 LIMESTONE BLOCK EACH 1,600.00$ 12 19,200.00$ -$ -$ -$ -$ 12 19,200.00$
73 PERENNIAL 1 GAL CONT (FEATHER REED GRASS)EACH 30.00$ 20 600.00$ -$ -$ -$ -$ 20 600.00$
74 PERENNIAL 1 GAL CONT (MAY NIGHT SALVIA)EACH 30.00$ 20 600.00$ -$ -$ -$ -$ 20 600.00$
75 SHRUB 5 GAL CONT (ISANTI DOGWOOD)EACH 75.00$ 3 225.00$ -$ -$ -$ -$ 3 225.00$
76 SHRUB 5 GAL CONT (SEA GREEN JUNIPER)EACH 75.00$ 3 225.00$ -$ -$ -$ -$ 3 225.00$
77 STORM DRAIN INLET PROTECTION EACH 300.00$ 65 19,500.00$ -$ -$ -$ -$ 65 19,500.00$
78 SILT FENCE, TYPE MS LIN FT 2.00$ 2200 4,400.00$ -$ -$ -$ -$ 2200 4,400.00$
79 SILT FENCE, TYPE HI LIN FT 3.50$ 1105 3,867.50$ -$ -$ -$ -$ 1105 3,867.50$
80 SILT FENCE, TYPE PA LIN FT 3.50$ 2300 8,050.00$ -$ -$ -$ -$ 2300 8,050.00$
81 BIOROLL LIN FT 5.00$ 100 500.00$ -$ -$ -$ -$ 100 500.00$
82 STREET SWEEPER WITH OPERATOR HOUR 150.00$ 120 18,000.00$ -$ -$ -$ -$ 120 18,000.00$
83 LAWN TYPE SOD SQ YD 6.00$ 3450 20,700.00$ -$ -$ -$ -$ 3450 20,700.00$
84 HYDROMULCH & SEED MIX 25-151 SQ YD 2.50$ 7580 4570 18,950.00$ -$ 11,425.00$ -$ -$ 12150 30,375.00$
85 CATEGORY 3 EROSION CONTROL BLANKET & SEED MIX 25-131 SQ YD 3.50$ 500 1,750.00$ -$ -$ -$ -$ 500 1,750.00$
86 REMOVE MISCELLANEOUS DEBRIS LUMP SUM 750.00$ 1 750.00$ -$ -$ -$ -$ 1 750.00$
87 COMMON EMBANKMENT (CV)CU YD 100.00$ 10 1,000.00$ -$ -$ -$ -$ 10 1,000.00$
88 MILL CONCRETE SURFACE SQ YD 100.00$ 35 3,500.00$ -$ -$ -$ -$ 35 3,500.00$
89 DRILL & GROUT REINF BAR (EPOXY COATED)EACH 35.00$ 75 2,625.00$ -$ -$ -$ -$ 75 2,625.00$
90 REINFORCEMENT BARS (EPOXY COATED) POUND 5.00$ 264 1,320.00$ -$ -$ -$ -$ 264 1,320.00$
91 SIDEWALK CONCRETE (3S52)SQ FT 20.00$ 453 9,060.00$ -$ -$ -$ -$ 453 9,060.00$
92 SPECIAL SURFACE FINISH (INPLACE)SQ FT 5.00$ 346 1,730.00$ -$ -$ -$ -$ 346 1,730.00$
93 CONCRETE WEARING COURSE (3U17A)SQ FT 8.00$ 2040 16,320.00$ -$ -$ -$ -$ 2040 16,320.00$
94 BRIDGE APPROACH PANELS SQ YD 375.00$ 91 34,125.00$ -$ -$ -$ -$ 91 34,125.00$
95 REMOVE CONCRETE WEARING COURSE SQ FT 3.00$ 2176 6,528.00$ -$ -$ -$ -$ 2176 6,528.00$
96 RECONSTRUCT BEAM ENDS EACH 1,500.00$ 10 15,000.00$ -$ -$ -$ -$ 10 15,000.00$
97 ORGANIC ZINC-RICH PAINT SYSTEM (FIELD)SQ FT 10.00$ 310 3,100.00$ -$ -$ -$ -$ 310 3,100.00$
98 RANDOM RIPRAP CLASS IV CU YD 100.00$ 29 2,900.00$ -$ -$ -$ -$ 29 2,900.00$
99 GRANULAR FILTER CU YD 100.00$ 15 1,500.00$ -$ -$ -$ -$ 15 1,500.00$
100 OBJECT MARKER TYPE X4-4 EACH 150.00$ 1 150.00$ -$ -$ -$ -$ 1 150.00$
101 REMOVE SANITARY SEWER PIPE LIN FT 6.00$ 1955 -$ 11,730.00$ -$ -$ -$ 1955 11,730.00$
102 REMOVE SANITARY MANHOLE EACH 500.00$ 9 -$ 4,500.00$ -$ -$ -$ 9 4,500.00$
103 SANITARY SEWER CASTING (SPECIAL)EACH 1,050.00$ 25 -$ 26,250.00$ -$ -$ -$ 25 26,250.00$
104 6" PVC SDR 35 RISER PIPE LIN FT 45.00$ 153 -$ 6,885.00$ -$ -$ -$ 153 6,885.00$
105 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT 55.00$ 1191 796 -$ 65,505.00$ -$ -$ 43,780.00$ 1987 109,285.00$
106 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT 65.00$ 550 -$ 35,750.00$ -$ -$ -$ 550 35,750.00$
107 CIPP LINE 8" SANITARY SEWER PIPE LIN FT 25.00$ 3499 -$ 87,475.00$ -$ -$ -$ 3499 87,475.00$
108 TRIM PROTRUDING TAP EACH 300.00$ 5 -$ 1,500.00$ -$ -$ -$ 5 1,500.00$
109 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT 40.00$ 943 -$ 37,720.00$ -$ -$ -$ 943 37,720.00$
110 8" x 6" SDR 26 PVC SERVICE WYE EACH 400.00$ 20 -$ 8,000.00$ -$ -$ -$ 20 8,000.00$
111 10" x 6" SDR 26 PVC SERVICE WYE EACH 450.00$ 6 -$ 2,700.00$ -$ -$ -$ 6 2,700.00$
112 6" PVC SANITARY SEWER CLEANOUT EACH 500.00$ 4 -$ 2,000.00$ -$ -$ -$ 4 2,000.00$
113 SANITARY MANHOLE LIN FT 300.00$ 90.6 38.8 -$ 27,180.00$ -$ -$ 11,640.00$ 129.4 38,820.00$
114 CONSTRUCT 8" OUTSIDE DROP LIN FT 550.00$ 11.5 -$ 6,325.00$ -$ -$ -$ 11.5 6,325.00$
115 RECONNECT SANITARY SEWER SERVICE EACH 650.00$ 31 -$ 20,150.00$ -$ -$ -$ 31 20,150.00$
116 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 2,500.00$ 1 -$ 2,500.00$ -$ -$ -$ 1 2,500.00$
117 CONNECT TO EXISTING SANITARY SEWER PIPE EACH 1,500.00$ 5 1 -$ 7,500.00$ -$ -$ 1,500.00$ 6 9,000.00$
118 SEAL SANITARY MANHOLE EACH 2,500.00$ 14 -$ 35,000.00$ -$ -$ -$ 14 35,000.00$
119 SANITARY SEWER SPOT REPAIR (0' - 10' DEPTH)EACH 6,000.00$ 2 -$ 12,000.00$ -$ -$ -$ 2 12,000.00$
120 SANITARY SEWER SPOT REPAIR (10' - 20' DEPTH)EACH 8,000.00$ 5 -$ 40,000.00$ -$ -$ -$ 5 40,000.00$
121 CONNECT TO EXISTING SANITARY SEWER SERVICE (PRIVATE)EACH 2,000.00$ 6 -$ -$ -$ -$ 12,000.00$ 6 12,000.00$
122 CONNECT TO EXISTING WATER SERVICE (PRIVATE)EACH 3,000.00$ 3 -$ -$ -$ -$ 9,000.00$ 3 9,000.00$
123 1" TYPE K COPPER SERVICE PIPE (PRIVATE)LIN FT 45.00$ 90 -$ -$ -$ -$ 4,050.00$ 90 4,050.00$
124 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE (PRIVATE)LIN FT 55.00$ 90 -$ -$ -$ -$ 4,950.00$ 90 4,950.00$
125 LINE 4"-6" SANITARY SEWER SERVICE PIPE (PRIVATE)LIN FT 120.00$ 90 -$ -$ -$ -$ 10,800.00$ 90 10,800.00$
126 TELEVISE SANITARY SEWER SERVICE LINE EACH 600.00$ 6 -$ -$ -$ -$ 3,600.00$ 6 3,600.00$
127 REMOVE WATERMAIN LIN FT 5.00$ 3952 -$ -$ 19,760.00$ -$ -$ 3952 19,760.00$
ENGINEER'S ESTIMATE
2019 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 2018-10
BMI PROJECT NO. T19.116650
STREET
TOTAL
SANITARY
SEWER WATERMAIN STORM
SEWER
PRIVATE
SEWER/WATER STREET TOTAL SANITARY
SEWER WATERMAIN STORM SEWER PRIVATE
SEWER/WATER
TOTAL
QUANTITY TOTAL COST
STREETS
SUMMARYESTIMATED QUANTITIES
ITEM
NO.UNIT PRICEITEMNOTES
UTILITIES
ESTIMATED COSTS
STREETS UTILITIES
UNIT
128 ABANDON WATERMAIN LIN FT 6.50$ 306 -$ -$ 1,989.00$ -$ -$ 306 1,989.00$
129 REMOVE HYDRANT EACH 500.00$ 11 -$ -$ 5,500.00$ -$ -$ 11 5,500.00$
130 ADJUST VALVE BOX EACH 350.00$ 1 -$ -$ 350.00$ -$ -$ 1 350.00$
131 CONNECT TO EXISTING WATERMAIN EACH 1,600.00$ 21 -$ -$ 33,600.00$ -$ -$ 21 33,600.00$
132 HYDRANT EACH 6,000.00$ 13 -$ -$ 78,000.00$ -$ -$ 13 78,000.00$
133 6" GATE VALVE & BOX EACH 2,000.00$ 22 -$ -$ 44,000.00$ -$ -$ 22 44,000.00$
134 8" GATE VALVE & BOX EACH 2,500.00$ 11 -$ -$ 27,500.00$ -$ -$ 11 27,500.00$
135 12" BUTTERFLY VALVE & BOX EACH 4,000.00$ 4 -$ -$ 16,000.00$ -$ -$ 4 16,000.00$
136 REPAIR GATE VALVE & BOX EACH 3,000.00$ 12 -$ -$ 36,000.00$ -$ -$ 12 36,000.00$
137 6" GATE VALVE & BOX (6"X16" WET TAP)EACH 7,000.00$ 1 -$ -$ 7,000.00$ -$ -$ 1 7,000.00$
138 8" GATE VALVE & BOX (8"X12" WET TAP)EACH 7,500.00$ 1 -$ -$ 7,500.00$ -$ -$ 1 7,500.00$
139 6" WATER MAIN DUCTILE IRON CL 52 LIN FT 50.00$ 466 -$ -$ 23,300.00$ -$ -$ 466 23,300.00$
140 8" WATERMAIN DUCTILE IRON CL 52 LIN FT 55.00$ 2793 -$ -$ 153,615.00$ -$ -$ 2793 153,615.00$
141 12" WATERMAIN DUCTILE IRON CL 52 LIN FT 75.00$ 909 -$ -$ 68,175.00$ -$ -$ 909 68,175.00$
142 8" HDPE WATERMAIN (TRENCHLESS)LIN FT 175.00$ 229 -$ -$ 40,075.00$ -$ -$ 229 40,075.00$
143 1" TYPE K COPPER SERVICE PIPE LIN FT 40.00$ 753 -$ -$ 30,120.00$ -$ -$ 753 30,120.00$
144 2" TYPE K COPPER SERVICE PIPE LIN FT 70.00$ 10 -$ -$ 700.00$ -$ -$ 10 700.00$
145 FORD TYPE A-1 CURB BOX COVERS EACH 200.00$ 8 -$ -$ 1,600.00$ -$ -$ 8 1,600.00$
146 1" CURB STOP & BOX EACH 425.00$ 24 -$ -$ 10,200.00$ -$ -$ 24 10,200.00$
147 2" CURB STOP & BOX EACH 600.00$ 1 -$ -$ 600.00$ -$ -$ 1 600.00$
148 1" CORPORATION STOP EACH 475.00$ 24 -$ -$ 11,400.00$ -$ -$ 24 11,400.00$
149 2" CORPORATION STOP EACH 600.00$ 1 -$ -$ 600.00$ -$ -$ 1 600.00$
150 REMOVE & REPLACE CORPORATION STOP EACH 750.00$ 5 -$ -$ 3,750.00$ -$ -$ 5 3,750.00$
151 CONNECT TO EXISTING CORPORATION STOP EACH 400.00$ 11 -$ -$ 4,400.00$ -$ -$ 11 4,400.00$
152 CONNECT TO EXISTING WATER SERVICE EACH 350.00$ 29 -$ -$ 10,150.00$ -$ -$ 29 10,150.00$
153 TEMPORARY WATER SERVICE EACH 500.00$ 25 -$ -$ 12,500.00$ -$ -$ 25 12,500.00$
154 TEMPORARY WATER SERVICE TYPE SPECIAL 1 LUMP SUM 15,000.00$ 1 -$ -$ 15,000.00$ -$ -$ 1 15,000.00$
155 TEMPORARY WATER SERVICE TYPE SPECIAL 2 LUMP SUM 15,000.00$ 1 -$ -$ 15,000.00$ -$ -$ 1 15,000.00$
156 POLYSTYRENE INSULATION (1 1/2 INCH THICKNESS)SQ FT 2.50$ 4212 5238 -$ 10,530.00$ -$ -$ 13,095.00$ 9450 23,625.00$
157 DUCTILE IRON FITTINGS POUND 8.00$ 3288 -$ -$ 26,304.00$ -$ -$ 3288 26,304.00$
158 LOWER HYDRANT EACH 3,000.00$ 1 -$ -$ 3,000.00$ -$ -$ 1 3,000.00$
159 HYDRANT EXTENSION EACH 1,500.00$ 1 -$ -$ 1,500.00$ -$ -$ 1 1,500.00$
160 TRACER WIRE ACCESS BOX NON ROADWAY (WATER)EACH 120.00$ 28 -$ -$ 3,360.00$ -$ -$ 28 3,360.00$
161 TRACER WIRE TEST STATION (HYDRANT)EACH 150.00$ 13 -$ -$ 1,950.00$ -$ -$ 13 1,950.00$
162 GROUNDING ANODE EACH 100.00$ 41 -$ -$ 4,100.00$ -$ -$ 41 4,100.00$
163 REMOVE STORM SEWER PIPE LIN FT 10.00$ 822 -$ -$ -$ 8,220.00$ -$ 822 8,220.00$
164 REMOVE DRAINAGE STRUCTURE EACH 400.00$ 28 -$ -$ -$ 11,200.00$ -$ 28 11,200.00$
165 ADJUST FRAME, RING, & CASTING EACH 500.00$ 3 -$ -$ -$ 1,500.00$ -$ 3 1,500.00$
166 STORM SEWER CASTING (SPECIAL)EACH 1,000.00$ 1 -$ -$ -$ 1,000.00$ -$ 1 1,000.00$
167 STORM SEWER CASTING (R-3067-V)EACH 900.00$ 41 -$ -$ -$ 36,900.00$ -$ 41 36,900.00$
168 STORM SEWER CASTING (R-2510-A)EACH 1,000.00$ 2 -$ -$ -$ 2,000.00$ -$ 2 2,000.00$
169 12" PIPE SEWER (STORM)LIN FT 50.00$ 275 -$ -$ -$ 13,750.00$ -$ 275 13,750.00$
170 15" PIPE SEWER (STORM)LIN FT 50.00$ 1429 -$ -$ -$ 71,450.00$ -$ 1429 71,450.00$
171 18" PIPE SEWER (STORM)LIN FT 56.00$ 309 -$ -$ -$ 17,304.00$ -$ 309 17,304.00$
172 15" FLARED END SECTION EACH 1,000.00$ 3 -$ -$ -$ 3,000.00$ -$ 3 3,000.00$
173 18" FLARED END SECTION EACH 1,200.00$ 5 -$ -$ -$ 6,000.00$ -$ 5 6,000.00$
174 SAFL BAFFLE SQ FT 225.00$ 102 -$ -$ -$ 22,950.00$ -$ 102 22,950.00$
175 RANDOM RIPRAP CLASS III CU YD 100.00$ 74 -$ -$ -$ 7,400.00$ -$ 74 7,400.00$
176 GEOTEXTILE FILTER TYPE IV SQ YD 5.00$ 164 -$ -$ -$ 820.00$ -$ 164 820.00$
177 REHABILITATE DRAINAGE STRUCTURE EACH 2,000.00$ 1 -$ -$ -$ 2,000.00$ -$ 1 2,000.00$
178 STORM CATCH BASIN - DESIGN R-1, 2'X3'EACH 1,500.00$ 20 -$ -$ -$ 30,000.00$ -$ 20 30,000.00$
179 CONSTRUCT STORM MH DES H EACH 1,800.00$ 2 -$ -$ -$ 3,600.00$ -$ 2 3,600.00$
180 CONSTRUCT STORM MH DES 48"-4022 EACH 2,000.00$ 12 -$ -$ -$ 24,000.00$ -$ 12 24,000.00$
181 CONSTRUCT STORM MH DES 48"-4022 (SUMP)EACH 2,400.00$ 5 -$ -$ -$ 12,000.00$ -$ 5 12,000.00$
182 CONSTRUCT STORM MH DES 60"-4022 EACH 3,200.00$ 1 -$ -$ -$ 3,200.00$ -$ 1 3,200.00$
183 CONSTRUCT STORM MH DES 60"-4022 (SUMP)EACH 3,600.00$ 2 -$ -$ -$ 7,200.00$ -$ 2 7,200.00$
184 CONNECT TO EXISTING STORM PIPE EACH 1,200.00$ 4 -$ -$ -$ 4,800.00$ -$ 4 4,800.00$
185 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 2,000.00$ 3 -$ -$ -$ 6,000.00$ -$ 3 6,000.00$
2,436,753.00$ 504,000.00$ 905,456.25$ 612,822.00$ 114,415.00$ 4,573,446.25$
511,718.13$ 105,840.00$ 190,145.81$ 128,692.62$ 24,027.15$ 960,423.71$
2,948,471.13$ 609,840.00$ 1,095,602.06$ 741,514.62$ 138,442.15$ 5,533,869.96$ TOTAL ESTIMATED PROJECT COST
ENGINEERING & ADMINISTRATION
TOTAL ESTIMATED CONSTRUCTION COST
2019
Street & Utility
Improvements
Project
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2019-009
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
2019 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2018-10
WHEREAS, pursuant to a resolution of the City Council adopted the 20th day of November
2018, plans and specifications were developed for improvements along Cambridge Street, Lake
Street Northeast, Van Buren Avenue N, Tyler Avenue N, Hiawatha Avenue, and Oak Park Lane,
including pavement, curbing, sidewalk, signage, drainage, water and sanitary sewer
improvements and all necessary appurtenances, and
WHEREAS, plans and specifications for City Project No. 2018-10 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 at the Office of the Public Works
Director until 10:00 a.m., on the 7th day of March, 2019, 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 April 16, 2019
meeting in the Council Chambers.
Adopted by the City Council of the City of Hopkins, Minnesota, this 5th day of February 2019.
By_______________________________
Molly Cummings, Mayor
ATTEST:
_________________________________
Amy Domeier, City Clerk