VII.1. Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, Central Avenues Improvements, City Project 2024-10; Klingbeil CITY OF HOPKINS
City Council Report 2024-020
To: Honorable Mayor and Council Members
Mike Mornson, City Manager
From: Eric Klingbeil, City Engineer
Date: February 4, 2025
Subject: Approve Final Plans and Order Bids; Central Avenues Improvements –
City Project 2024-10
_____________________________________________________________________
RECOMMENDED ACTION
MOTION TO Adopt Resolution 2025-06, Resolution Approving Plans and Specifications
and Authorizing Advertisement for Bids, Central Avenues Improvements, City Project
2024-10.
OVERVIEW
At its November 12, 2024 meeting, the Hopkins City Council conducted a public hearing
concerning the Central Avenues Improvements Project, consisting of street and utility
improvements along 9th Avenue N from 1st Street N to 3rd Street N, 10th Avenue N from
1st Street N to 4th Street N, 11th Avenue N from 1st Street N to Minnetonka Mills Road,
12th Avenue N from 1st Street N to Minnetonka Mills Road, 13th Avenue N from the
regional trail N to Minnetonka Mills Road, 2nd Street N from 8th Avenue N to 12th Avenue
N, 3rd Street N from 9th Avenue N to 15th Avenue N, and 4th Street N from 9th Avenue N
to 10th Avenue N and 11th Avenue N to 12th 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 2025-006
Engineering
ANALYSIS OF ISSUES
Scope of Improvements
This project includes the following improvements:
Full reconstruction of the following streets:
o 9th Avenue N from 1st Street N to 3rd Street N
o 10th Avenue N from 1st Street N to 4th Street N
o 11th Avenue N from 1st Street N to Minnetonka Mills Road
o 12th Avenue N from 1st Street to Highway 7
o 13th Avenue N from Maetzold Field to South Service Drive
o 3rd Street N from 9th Avenue N to 11th Avenue N
o 4th Street N from 9th Avenue N to 10th Avenue N
o 4th Street N from 11th Avenue N to 12th Avenue N
Reclamation and resurfacing of the following Streets:
o 3rd Street N from 11th Avenue N to 15th Avenue N
Mill and Overlay of the following streets:
o 2nd Street N from 8th Avenue N to 12th 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 will be lined with cured-in-
place-pipe (CIPP) material to avoid excavation impacts where feasible. Previously,
sections of deep large diameter sanitary sewer on 11th Ave S were proposed to be lined
with trenchless construction methods, but additional investigations into the pipe
condition have shown that the pipe is in too poor of a condition to line. Open cut
excavation with full pipe replacement is now proposed for this section.
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. A stormwater infiltration area will be installed on 12th Ave N near Maetzold
Field.
Pedestrian facilities include:
Replacement of existing sidewalk and pedestrian ramps in the reconstruction
area
Improved pedestrian crossings on 12th Avenue N
Improved regional trail crossings at 10th, 11th, and 12th Avenues N
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:
Sanitary Sewer Lining in areas across the City as identified by Public Works
Citywide sidewalk repairs
Pedestrian crossing improvements on 11th Avenue South
Modifications to the intersection of 5th Avenue N and Minnetonka Mills Road to
eliminate the outdated and failing signal system.
Public Input
Public informational meetings regarding the improvements were held on October 2nd,
November 6th, and January 29th. 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 spring 2024 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 $109.32 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
$17,889,000.
Project costs and funding sources are as follows:
Cost estimates show the project tracking very closely to the CIP budget. The storm
sewer estimate is above the CIP budget due to a combination of unforeseen conditions
and recent changes to watershed rules. This cost estimate has increased slightly from
previous estimates due to additional work being added to the project for biding
efficiencies, additional sanitary sewer required in certain blocks and other unforeseen
circumstances. This estimate includes approximately $750,000 in contingencies. It is
anticipated that the as-bid cost will be well within the CIP budget. Note that due to
rounding, totals may vary slightly from other published sources.
Project Schedule
Approve final plans/order bids February 4, 2025
Order Assessment Hearing March 18, 2025
Public Informational Neighborhood Meeting Late March/Early April
Conduct Public Assessment Hearing April 15, 2025
Adopt Assessment Roll/Award Contract April 15, 2025
Begin Construction Spring 2025
Complete Construction Fall 2026
Funding
Source
CIP Budget
Street
Reconstruction
Additional Work
CIP Budget
Total CIP
Budget
Estimated
Cost
PI-PIR/General
Obligation
Bonds
$6,037,000 $1,692,500 7,729,500 $6,644,000
Assessments 2,092,000 2,092,000 2,218,000
Storm Sewer
Fund
1,248,000 39,000 1,287,000 2,664,000
Sanitary Sewer
Fund
3,176,000 140,000 3,316,000 2,971,000
Water Fund 3,170,000 3,170,000 3,393,000
Total $15,723,000 1,871,500 $17,594,50
0
$17,889,00
0
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2025-006
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
ADVERTISEMENT FOR BIDS CENTRAL AVENUES IMPROVEMENTS
CITY PROJECT 2024-10
WHEREAS, pursuant to a resolution of the City Council adopted the 12th day of
November, 2024 ordering final plans for the Central Avenues Improvements Project,
plans and specifications were developed for improvements on 9th Avenue N from 1st
Street N to 3rd Street N, 10th Avenue N from 1st Street N to 4th Street N, 11th Avenue N
from 1st Street N to Minnetonka Mills Road, 12th Avenue N from 1st Street N to
Minnetonka Mills Road, 13th Avenue N from the regional trail N to Minnetonka Mills
Road, 2nd Street N from 8th Avenue N to 12th Avenue N, 3rd Street N from 9th Avenue N
to 15th Avenue N, and 4th Street N from 9th Avenue N to 10th Avenue N and 11th Avenue
N to 12th 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. 2024-10 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 7th day of March, 2025, 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 April 15, 2025 meeting in the Council Chambers.
Adopted by the City Council of the City of Hopkins this 4th day of February, 2025.
By:___________________________
Patrick Hanlon, Mayor
ATTEST:
_______________________________
Amy Domeier, City Clerk
ENGINEER'S ESTIMATE
CENTRAL AVENUES IMPROVEMENTS PHASE 2
CITY OF HOPKINS, MN
CITY PROJECT NO. 2024-10
1 MOBILIZATION LUMP SUM $700,000.00 1.00 $700,000.00
2 CLEARING TREE $300.00 167 $50,100.00
3 GRUBBING TREE $150.00 167 $25,050.00
4 DECIDUOUS TREE 2" CAL B&B EACH $650.00 167 $108,550.00
5 REMOVE SIGN POST EACH $50.00 106 $5,300.00
6 REMOVE SIGN PANEL EACH $50.00 135 $6,750.00
7 REMOVE CURB AND GUTTER LIN FT $7.50 21588 $161,910.00
8 REMOVE CURB AND GUTTER (SPOT)LIN FT $10.00 397 $3,970.00
9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $7.00 186 $1,302.00
10 REMOVE BITUMINOUS STREET PAVEMENT SQ YD $4.00 41656 $166,624.00
11 REMOVE CONCRETE WALK SQ FT $1.50 107232 $160,848.00
12 REMOVE CONCRETE WALK (SPOT)SQ FT $3.00 606 $1,818.00
13 REMOVE CONCRETE STEP EACH $100.00 354 $35,400.00
14 REMOVE CONCRETE ALLEY/DRIVEWAY PAVEMENT SQ YD $12.00 1093 $13,116.00
15 REMOVE TRAFFIC SIGNAL SYSTEM (MINNETONKA MILLS/5TH AVE N)LUMP SUM $15,000.00 1 $15,000.00
16 REMOVE PEDESTRIAN FLASHER SYSTEM (11TH AVE S)LUMP SUM $10,000.00 1 $10,000.00
17 SALVAGE SIGN PANEL EACH $30.00 35 $1,050.00
18 SALVAGE FLASHING STOP SIGNS EACH $250.00 2 $500.00
19 SALVAGE LIGHT POLE EACH $750.00 3 $2,250.00
20 SALVAGE PAVERS SQ FT $6.00 45 $270.00
21 REMOVE RAILING LIN FT $35.00 192 $6,720.00
22 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $6.00 1856 $11,136.00
23 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $3.50 3451 $12,078.50
24 SALVAGE FENCE LIN FT $40.00 515 $20,600.00
25 REMOVE RETAINING WALL LIN FT $22.00 360 $7,920.00
26 SALVAGE BLOCK RETAINING WALL LIN FT $25.00 595 $14,875.00
27 SALVAGE BOULDER RETAINING WALL LIN FT $50.00 200 $10,000.00
28 REMOVE HYDRANT EACH $450.00 17 $7,650.00
29 REMOVE WATERMAIN LIN FT $7.50 9836 $73,770.00
30 ABANDON WATERMAIN LIN FT $12.00 1121 $13,452.00
31 REMOVE DRAINAGE STRUCTURE (STORM)EACH $550.00 83 $45,650.00
32 REMOVE STORM SEWER PIPE LIN FT $15.00 3525 $52,875.00
33 REMOVE SANITARY SEWER PIPE LIN FT $5.00 8781 $43,905.00
34 ABANDON SANITARY SEWER LIN FT $12.00 1189 $14,268.00
35 REMOVE SANITARY MANHOLE EACH $725.00 45 $32,625.00
36 EXPLORATORY EXCAVATION HOUR $750.00 40 $30,000.00
37 COMMON EXCAVATION CU YD $30.00 37454 $1,123,620.00
38 SUBGRADE EXCAVATION CU YD $30.00 2373 $71,190.00
39 RECLAIM BITUMINOUS SURFACE (IN PLACE)SQ YD $3.50 3450 $12,075.00
40 SUBGRADE PREPARATION SQ YD $3.00 3450 $10,350.00
41 GEOTEXTILE FABRIC TYPE V SQ YD $1.50 42873 $64,309.50
42 STABILIZING AGGREGATE CU YD $60.00 2373 $142,380.00
43 SELECT GRANULAR BORROW TON $16.50 26051 $429,841.50
44 CLASS 5 AGGREGATE BASE TON $25.00 17451 $436,275.00
45 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON $50.00 79 $3,950.00
46 BITUMINOUS WEARING COURSE (SPWEA240C)TON $105.00 4081 $428,505.00
47 BITUMINOUS -NON-WEARING COURSE (SPNWB230C)TON $97.00 3511 $340,567.00
48 BITUMINOUS WEARING COURSE (SPWEA340C)TON $110.00 1126 $123,860.00
49 BITUMINOUS -NON-WEARING COURSE (SPNWB330C)TON $100.00 1660 $166,000.00
50 BITUMINOUS MATERIAL FOR TACK COAT GAL $3.00 2244 $6,732.00
51 2" BITUMINOUS STREET PATCH SQ YD $25.00 456 $11,400.00
52 MILL BITUMINOUS SURFACE (2")SQ YD $3.25 4570 $14,852.50
53 3" BITUMINOUS DRIVEWAY/TRAIL SQ YD $35.00 915 $32,025.00
54 JOINT ADHESIVE (MASTIC)LIN FT $0.75 25671 $19,253.25
55 MODULAR BLOCK RETAINING WALL SQ FT $55.00 720 $39,600.00
56 TIMBER RETAINING WALL LIN FT $120.00 350 $42,000.00
57 6" PERF PVC UNDERDRAIN LIN FT $17.50 6062 $106,085.00
58 6" PERF PVC UNDERDRAIN CLEANOUT EACH $375.00 51 $19,125.00
59 12" PVC STORM PIPE LIN FT $80.00 30 $2,400.00
60 15" RC STORM PIPE LIN FT $68.00 3513 $238,884.00
61 18" RC STORM PIPE LIN FT $72.50 1707 $123,757.50
62 21" RC STORM PIPE LIN FT $90.00 73 $6,570.00
63 24" RC STORM PIPE LIN FT $100.00 196 $19,600.00
64 27" RC STORM PIPE LIN FT $125.00 42 $5,250.00
65 30" RC STORM PIPE LIN FT $150.00 39 $5,850.00
66 36" RC STORM PIPE LIN FT $200.00 26 $5,200.00
ITEM NO. ITEM UNIT UNIT PRICE TOTAL COST
TOTAL
QUANTITY
1/30/2025 Page 1 of 3
ENGINEER'S ESTIMATE
CENTRAL AVENUES IMPROVEMENTS PHASE 2
CITY OF HOPKINS, MN
CITY PROJECT NO. 2024-10
ITEM NO. ITEM UNIT UNIT PRICE TOTAL COST
TOTAL
QUANTITY
67 STORM MANHOLE (48")EACH $3,200.00 42 $134,400.00
68 STORM MANHOLE (60")EACH $6,000.00 15 $90,000.00
69 STORM MANHOLE (72")EACH $10,000.00 7 $70,000.00
70 STORM MANHOLE (84")EACH $12,500.00 4 $50,000.00
71 48" DIA STORM SEWER OVERFLOW STRUCTURE EACH $12,000.00 1 $12,000.00
72 15" RC PIPE APRON EACH $1,800.00 2 $3,600.00
73 STORM CATCH BASIN (3'X2')EACH $2,000.00 60 $120,000.00
74 SAFL BAFFLE W/ 4' SUMP EACH $12,000.00 7 $84,000.00
75 SNOUT SKIMMER W/ 2' SUMP EACH $4,000.00 1 $4,000.00
76 INSTALL CASTING (R-3067-V)(STORM)EACH $1,000.00 42 $42,000.00
77 INSTALL CASTING (R-3067-C)(STORM)EACH $1,050.00 44 $46,200.00
78 INSTALL CASTING (R-1733)(STORM)EACH $1,250.00 42 $52,500.00
79 ADJUST FRAME & RING CASTINGS (STORM)EACH $875.00 29 $25,375.00
80 CONNECT TO EXISTING STORM PIPE EACH $1,750.00 37 $64,750.00
81 CONNECT TO EXISTING STORM STRUCTURE EACH $2,100.00 10 $21,000.00
82 INFILTRATION BASIN EXCAVATION CU YD $40.00 2148 $85,920.00
83 INFILTRATION BASIN GRANULAR BACKFILL TON $22.50 2845 $64,012.50
84 INFILTRATION BASIN PLANTS EACH $45.00 500 $22,500.00
85 STEEL LANDSCAPE EDGER LIN FT $12.00 450 $5,400.00
86 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT $60.00 6699 $401,940.00
87 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT $75.00 1297 $97,275.00
88 12" PVC SDR 35 SANITARY SEWER PIPE LIN FT $85.00 639 $54,315.00
89 15" PVC SDR 26 SANITARY SEWER PIPE LIN FT $150.00 674 $101,100.00
90 8" DUCTILE IRON SANITARY PIPE LIN FT $85.00 80 $6,800.00
91 10" DUCTILE IRON SANITARY PIPE LIN FT $95.00 20 $1,900.00
92 12" DUCTILE IRON SANITARY PIPE LIN FT $115.00 20 $2,300.00
93 CONSTRUCT 8" SANITARY OUTSIDE DROP LIN FT $1,500.00 15.8 $23,700.00
94 CONSTRUCT 10" SANITARY OUTSIDE DROP LIN FT $2,000.00 3.8 $7,600.00
95 CONSTRUCT 12" SANITARY OUTSIDE DROP LIN FT $2,500.00 3.9 $9,750.00
96 COARSE AGGREGATE BEDDING (TYPE B) LIN FT $10.00 645 $6,450.00
97 8" CIPP LINING LIN FT $55.00 1947 $107,085.00
98 10" CIPP LINING LIN FT $65.00 658 $42,770.00
99 12" CIPP LINING LIN FT $75.00 322 $24,150.00
100 SEAL SANITARY MANHOLE EACH $5,000.00 4 $20,000.00
101 TRIM PROTRUDING TAP EACH $550.00 5 $2,750.00
102 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT $45.00 9433 $424,485.00
103 6" PVC SDR 26 SANITARY SEWER SERVICE RISER PIPE LIN FT $50.00 650 $32,500.00
104 8" X 6" SDR 26 PVC SERVICE WYE EACH $675.00 200 $135,000.00
105 10" X 6" SDR 26 PVC SERVICE WYE EACH $750.00 49 $36,750.00
106 12" X 6" SDR 26 PVC SERVICE WYE EACH $850.00 22 $18,700.00
107 15" X 6" SDR 26 PVC SERVICE WYE EACH $1,500.00 18 $27,000.00
108 CASTING ASSEMBLY SPECIAL (R-1733)(SANITARY)EACH $1,400.00 41 $57,400.00
109 SANITARY MANHOLE LIN FT $550.00 443 $243,650.00
110 RECONNECT SANITARY SEWER SERVICE EACH $450.00 289 $130,050.00
111 SANITARY SEWER SPOT REPAIR EACH $10,000.00 3 $30,000.00
112 CONNECT TO EXISTING SANITARY SEWER PIPE EACH $3,500.00 21 $73,500.00
113 CONNECT TO EXISTING SANITARY MANHOLE EACH $4,500.00 1 $4,500.00
114 HYDRANT EACH $7,500.00 18 $135,000.00
115 DUCTILE IRON FITTINGS POUND $15.00 2651 $39,765.00
116 6" GATE VALVE & BOX EACH $2,750.00 19 $52,250.00
117 8" GATE VALVE & BOX EACH $3,500.00 38 $133,000.00
118 6" DIP WATERMAIN LIN FT $80.00 236 $18,880.00
119 8" DIP WATERMAIN LIN FT $85.00 9663 $821,355.00
120 10" DR 11 DIPS HDPE/8" DR 18 DIPS FPVC LIN FT $150.00 534 $80,100.00
121 1" TYPE K COPPER SERVICE PIPE LIN FT $50.00 8500 $425,000.00
122 1" CURB STOP & BOX EACH $650.00 289 $187,850.00
123 1" CORPORATION STOP EACH $425.00 289 $122,825.00
124 2" TYPE K COPPER SERVICE PIPE LIN FT $100.00 20 $2,000.00
125 2" CURB STOP & BOX EACH $1,200.00 1 $1,200.00
126 2" CORPORATION STOP EACH $850.00 1 $850.00
127 INSTALL FLUSHING STATION EACH $5,000.00 1 $5,000.00
128 GROUNDING ANODE EACH $150.00 324 $48,600.00
129 TRACER WIRE ACCESS BOX (NON ROADWAY)EACH $150.00 290 $43,500.00
130 TRACER WIRE TEST STATION (HYDRANT)EACH $175.00 18 $3,150.00
131 HYDRANT EXTENSION LIN FT $1,250.00 12 $15,000.00
132 RECONNECT WATER SERVICE EACH $425.00 289 $122,825.00
133 CONNECT TO EXISTING WATERMAIN EACH $2,750.00 12 $33,000.00
1/30/2025 Page 2 of 3
ENGINEER'S ESTIMATE
CENTRAL AVENUES IMPROVEMENTS PHASE 2
CITY OF HOPKINS, MN
CITY PROJECT NO. 2024-10
ITEM NO. ITEM UNIT UNIT PRICE TOTAL COST
TOTAL
QUANTITY
134 4" POLYSTYRENE INSULATION SQ YD $55.00 300 $16,500.00
135 FORD TYPE A-1 CURB BOX COVER EACH $275.00 33 $9,075.00
136 TEMPORARY WATER SERVICE EACH $500.00 289 $144,500.00
137 4" CONCRETE WALK SQ FT $8.00 108608 $868,864.00
138 4" CONCRETE WALK (SPOT)SQ FT $12.00 606 $7,272.00
139 CONCRETE STEP EACH $320.00 354 $113,280.00
140 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $20.00 21691 $433,820.00
141 CONCRETE CURB & GUTTER DESIGN B618 (SPOT)LIN FT $37.50 397 $14,887.50
142 6" CONCRETE WALKS (PED RAMPS)SQ YD $150.00 878 $131,700.00
143 6" CONCRETE DRIVEWAY SQ YD $95.00 1400 $133,000.00
144 8" CONCRETE DRIVEWAY/ALLEY SQ YD $115.00 1140 $131,100.00
145 TRUNCATED DOMES SQ FT $72.50 1690 $122,525.00
146 INSTALL SALVAGED PAVERS SQ FT $15.00 125 $1,875.00
147 INSTALL SALVAGED FENCE LIN FT $80.00 515 $41,200.00
148 INSTALL SALVAGED BLOCK RETAINING WALL LIN FT $75.00 595 $44,625.00
149 INSTALL SALVAGED BOULDER RETAINING WALL LIN FT $100.00 200 $20,000.00
150 TRAFFIC CONTROL LUMP SUM $75,000.00 1.00 $75,000.00
151 PEDESTRIAN CROSSWALK FLASHER SYSTEM A (11TH AVE S)LUMP SUM $35,000.00 1.00 $35,000.00
152 SIGN POST U CHANNEL EACH $275.00 47 $12,925.00
153 SIGN POST W/ FOUNDATION EACH $450.00 66 $29,700.00
154 SIGN PANELS TYPE C SQ FT $35.00 516 $18,060.00
155 SIGN PANELS TYPE D SQ FT $45.00 203 $9,135.00
156 INSTALL SALVAGED SIGN PANEL EACH $100.00 48 $4,800.00
157 INSTALL SALVAGED FLASHING STOP SIGNS EACH $750.00 2 $1,500.00
158 STREET SWEEPER WITH OPERATOR HOUR $175.00 150 $26,250.00
159 LIGHT FOUNDATION - DESIGN E MODIFIED EACH $1,500.00 3 $4,500.00
160 INSTALL SALVAGED LIGHT POLE EACH $1,500.00 3 $4,500.00
161 STABILIZED CONSTRUCTION EXIT EACH $2,000.00 7 $14,000.00
162 STORM DRAIN INLET PROTECTION EACH $200.00 171 $34,200.00
163 TOPSOIL BORROW (SPECIAL)CU YD $40.00 3132 $125,280.00
164 HYDROSEEDING SQ YD $3.00 2916 $8,748.00
165 SODDING, TYPE LAWN SQ YD $8.00 26110 $208,880.00
166 SILT FENCE LIN FT $4.00 460 $1,840.00
167 BIOROLL LIN FT $4.00 2310 $9,240.00
168 3" HARDWOOD MULCH (4" THICK)CU YD $80.00 50 $4,000.00
169 LIMESTONE BLOCKS EACH $1,250.00 8 $10,000.00
170 FABRICATED RAILING LIN FT $325.00 192 $62,400.00
171 CROSSWALK SPECIAL - SPECIAL BITUMINOUS SQ FT $69.00 343 $23,667.00
172 4" SKIP YELLOW STRIPING - MULTI COMPONENT LIQUID LIN FT $1.50 2655 $3,982.50
173 4" DOUBLE YELLOW LINE - MULTI COMPONENT LIQUID LIN FT $2.00 163 $326.00
174 4" SOLID WHITE - MULTI COMPONENT LIQUID LIN FT $1.00 59 $59.00
175 24" SOLID WHITE STOP BAR - THERMOPLASTIC LIN FT $27.50 150 $4,125.00
176 CROSSWALK WHITE - THERMOPLASTIC SQ FT $13.50 2706 $36,531.00
177 CROSSWALK GREEN - THERMOPLASTIC SQ FT $30.00 144 $4,320.00
178 LANDSCAPE ALLOWANCE LUMP SUM $100,000.00 1.00 $100,000.00
14,438,259.25$
721,912.97$
2,728,831.00$
17,889,003.22$ TOTAL ESTIMATED PROJECT COST
CONTINGENCIES (5%)
ENGINEERING AND ADMINISTRATION (18%)
SUBTOTAL
1/30/2025 Page 3 of 3