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PCI RATING MAP-2015
6TiH
N
Hakanson
IllAnderson
DATA SOURCES., WRIGHT COUNTY SURVEY DEPT,
MNDNR, & CITY OF OTSEGO
K-d -n 1PROJFCTSIC300I3B7-
J v
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m
2 =
H B
/ III
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0 t�
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Legend
- --=_=— NO RATING -
81 - 83
33-40 —
-_ 84-87
_ 41 -50
88-91
51-60
92-95
61 - 70
96 - 100
71 - 80
DATE. OCTOBER 14, 2015
2016 CITY CAPITAL IMPROVEMENT PROJECT PLAN
O2016 OVERLAY PROJECT
2017 RECLAIM PROJECT
U 2018 RECLAIM PROJECT
U w I V RLt.LHIIVI rRVJGI.I
70TH STREET/JALGER AVE
_
JAMES ADDITION
QUAM AVE/62ND STREET
70TH STREET NE
ii
PCI=42
($153,900) (27)
PCI=48
($111,000)
PCI=33
($250,000)
PCI=54
($430,700)
-
--------' ----
(W/ ST. MICHAEL)
(1/2 ALBERTVILLE)
® 2020 RECLAIM PROJECT
2017 OVERLAY PROJECT
O 2018 RECLAIM ROJECT
2019 OVERLAY PROJECT
MASON AVENUE
WOKSON HILLS/AUTUMN WOODS
MISSISSIPPI SHORES
ROLLING RIDGE CREEK
PCI=63
PCI - 4
PCI=54/66
($1,730,000) (249)
($31,900) (7)
($424,200) (23)
($242,500) (61)
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77rm
W
t ,Ot - ti<;
r
e OF
r
0
IMINN E.SOTA 9
2016 Renewal Project
James Addition Overlay
Item Description
1/2" Overlay
pp�
.-
Tons
-----Pt
Cost per
Unit
$ 65.00
xt"ene Wota
Per Unit
$ 68,250.00
3 1/2" Patch
350
Tons
$ 100.00
$ 35,000.00
Full Depth Saw Cut
100
LF
$ 5.00
$ 500.00
Mill 1 1/2" Deep
250
SY
$ 5.00
$ 1,250.00
Remove Pavement
1675
SY
$ 5.00
$ 8,375.00
Tack Oil
620
Gallons
$ 3.00
$ 1,860.00
Subgrade Prep ***
6
RDST
$ 180.00
$ 1,080.00
Class 5 ***
500
Ton
$ 15.00
$ 7,500.00
Culvert Removal
50
LF
$ 5.00
$ 250.00
Culvert Replacement
50
LF
$ 50.00
$ 2,500.00
Shouldering 290 Ton $ 25.00
Construction •
Overhead 15%
Project Tot.
$ 7,250.00
00
$ 20,072.25
Parcels
33 $ 2,331.63 EA
*** Only if necessary to repair patch subgrade
Hakanson
Anderson
P7
CITY OF
Ot e 0
MINNESOTA
2017 Renewal Project
Wokson Hills & Autumn Woods Additions
Overlay
Item Description
1/2" Overlay
Estimated
1590
.-
Tons
Cost per
Unit
$ 65.00
Extended Total
Per Unit
$ 103,350.00
3 1/2" Patch ***
530
Tons
$ 100.00
$ 53,000.00
Full Depth Saw Cut ***
150
LF
$ 5.00
$ 750.00
Mill 1 1/2" Deep
515
SY
$ 2.50
$ 1,287.50
Remove Pavement
2540
SY
$ 5.00
$ 12,700.00
Tack Oil
940
Gallons
$ 3.00
$ 2,820.00
Subgrade Prep ***
9
RDST
$ 180.00
$ 1,620.00
Class 5 ***
770
Ton
$ 15.00
$ 11,550.00
Culvert Removal
100
LF
$ 5.00
$ 500.00
Culvert Replacement
100
LF
$ 50.00
$ 5,000.00
Shouldering
TotalConstruction
Overhead
485 Ton
15%
$ 25.00 $ 12,125.00
04
$ 30,705.38
Parcels
61
*** Contingent on patching required
$ 1,987.46 EA
1f-- Hakanson
Anderson
I T� Y OF
Ot e 0
NINNE,'SCITAg
2017 Renewal Project
Quam/62nd St Overlay
Item Description
1 1/2" Overlay
Estimated
510
.-
Tons
Cost
$
per
Unit
65.00
Extended
Total
Per Unit
$
33,150.00
3 1/2" Patch ***
170
Tons
$ 100.00
$
17,000.00
Full Depth Saw Cut ***
122
LF
$
5.00
$
610.00
Mill 1 1/2" Deep
35
SY
$
5.00
$
175.00
Remove Pavement
815
SY
$
5.00
$
4,075.00
Tack Oil
300
Gallons
$
3.00
$
900.00
Subgrade Prep ***
3
RDST
$ 180.00
$
540.00
Class 5 ***
250
Ton
$
15.00
$
3,750.00
Culvert Removal
0
LF
$
5.00
$
-
Culvert Replacement
0
LF
$
50.00
$
-
Shouldering
90
Ton
$
25.00
$
2,250.00
Striping
TotalConstruction
Overhead
Project .. .
Project . .
16050
15%
',
LF
$
0.10
$
$
1,605.00
64,055.00
9,608.25
73,663.25
Parcels
3
*** Contingent on patching required
$ 12,645.52 EA
Hakanson
Anderson
ITY OF
Will0 t 0
T1 l FTA
H E 5 0 f9
-
2017 Renewal Project
Quam/62nd St Reclamation
Estimated
Cost per
Extended Total
Item Description
.-
Unit
Per Unit
1 1/2" Wear Course
510
Tons
$ 70.00
$ 35,700.00
2" Base Course
680
Tons
$ 65.00
$ 44,200.00
Full Depth Reclaim
5490
SY
$ 1.00
$ 5,490.00
Mill 1 1/2" Deep
21
SY
$ 1.50
$ 31.50
Tack Oil
300
Gallons
$ 3.00
$ 900.00
Subgrade Prep
13
RDST
$ 100.00
$ 1,300.00
Bituminous (Driveways)
5
Ton
$ 100.00
$ 500.00
Class 5 (Driveways)
14
Ton
$ 15.00
$ 210.00
Culvert Removal
0
LF
$ 5.00
$ -
Culvert Replacement
0
LF
$ 50.00
$ -
Shouldering
55
Ton
$ 25.00
$ 1,375.00
Striping
4012
LF
$ 0.10
$ 401.20
Mobilization 1
LS ####### $ 3,600.00
TotalConstruction
Overhead 15%
$ 14,056.16
Parcels
$ 18,499.46 EA
Hakanson
Anderson
P10
Cil ly «C
Ot e 0
IMINNESOTA
2018 Renewal Project
Mississippi Shores Addition Reclamation
Estimated
Extended Total
I
Item Description
Quantity
U nit Type
Cost per Unit
Per Unit
1 1/2" Wear Course
7220
Tons
$ 70.00
$ 505,400.00
2" Base Course
9625
Tons
$ 65.00
$ 625,625.00
Full Depth Reclaim
77800
SY
$ 1.00
$ 77,800.00
Mill 1 1/2" Deep
1743
SY
$ 1.50
$ 2,614.50
Tack Oil
4275
Gallons
$ 3.00
$ 12,825.00
Subgrade Prep
268
RDST
$ 100.00
$ 26,800.00
Bituminous (Driveways)
235
Ton
$ 100.00
$ 23,500.00
Class 5 (Driveways)
1120
Ton
$ 15.00
$ 16,800.00
Culvert Removal
200
LF
$ 5.00
$ 1,000.00
Culvert Replacement
200
LF
$ 50.00
$ 10,000.00
Shouldering
2320
Ton
$ 25.00
$ 58,000.00
Striping
27200
LF
$ 0.10
$ 2,720.00
Mobilization 1 LS
$ 54,500.00 $ 54,500.00
TotalConstruction
:4
Overhead 15%
$ 212,637.68
Parcels
249 $ 3,472.90 EA
Hakanson
Anderson
P11
n .,.Y OF
Ot e 0
1-1 i N?11 E S 0 TA g
2018 Renewal Project
70th Street (Kadler Ave to CSAH 19)
Street Reclamation
item Description
2" Wear Course
Estimated
Quantity
2030
Unit Type
Tons
Cost per Unit
$ 70.00
Extended Total
Per Unit
$ 142,100.00
3" Base Course
3045
Tons
$ 65.00
$ 197,925.00
Full Depth Reclaim
16400
SY
$ 1.25
$ 20,500.00
Mill 1 1/2" Deep
34
SY
$ 5.00
$ 170.00
Tack Oil
900
Gallons
$ 3.00
$ 2,700.00
Subgrade Prep
53
RDST
$ 100.00
$ 5,300.00
Bituminous (Driveways)
10
Ton
$ 100.00
$ 1,000.00
Class 5 (Driveways)
25
Ton
$ 15.00
$ 375.00
Culvert Removal
100
LF
$ 5.00
$ 500.00
Culvert Replacement
100
LF
$ 50.00
$ 5,000.00
Shouldering
650
Ton
$ 25.00
$ 16,250.00
Striping
21080
LF
$ 0.10
$ 2,108.00
Mobilization
Construction .
Overhead
EW
1 LS $ 15,800.00 $ 15,800.00
�1• 11
15% $ 61,459.20
City of Otsego
�Hakanson
1-11'Underson
P12
TY
4®r Ot C�' e OF 0
N 11 iN-� N S 0 TA 9
2019 Renewal Project
70th St & Jalger Ave (Kadler Ave to 77th St)
Street Reclamation (OPTION #1)
Estimated
Extended
Total
Item Description
Quantity
Unit Type
Cost per Unit
Per Unit
1 1/2" Wear Course
1750
Tons
$
70.00
$
122,500.00
2" Base Course
2330
Tons
$
65.00
$
151,450.00
Full Depth Reclaim
18810
SY
$
1.25
$
23,512.50
Mill 1 1/2" Deep
80
SY
$
5.00
$
400.00
Tack Oil
1035
Gallons
$
3.00
$
3,105.00
Subgrade Prep
60
RDST
$
100.00
$
6,000.00
Bituminous (Driveways)
10
Ton
$
100.00
$
1,000.00
Class 5 (Driveways)
55
Ton
$
15.00
$
825.00
Culvert Removal
100
LF
$
5.00
$
500.00
Culvert Replacement
100
LF
$
50.00
$
5,000.00
Shouldering
515
Ton
$
25.00
$
12,875.00
Striping
23840
LF
$
0.10
$
2,384.00
Mobilization
1
LS
$
13,200.00
$
13,200.00
Construction Total1
Overhead
15%
$
51,412.73
• - • 1 ' . •
C•� .� C
Hak,anson
Anderson
P1 3
7-
1 t(. +' 3
0 t Cl e
0
P-11 N1 N,—,,t 5 071"A 9
2019 Renewal Project
70th St & Jalger Ave (Kadler Ave to 77th St)
Street Overlay (OPTION #2)
Estimated
Extended Total
Item Description
Quantity
Unit Type Cost per Unit
Per Unit
1 1/2" Overlay
1750
Tons $ 65.00
$ 113,750.00
3 1/2" Patch ***
577
Tons
$ 100.00
$ 57,500.00
Full Depth Saw Cut ***
225
LF
$ 5.00
$ 1,125.00
Mill 1 1/2" Deep
80
SY
$ 5.00
$ 400.00
Remove Pavement
2790
SY
$ 5.00
$ 13,950.00
Tack Oil
1035
Gallons
$ 3.00
$ 3,105.00
Subgrade Prep ***
11
RDST
$ 180.00
$ 1,980.00
Class 5 ***
850
Ton
$ 15.00
$ 12,750.00
Culvert Removal
100
LF
$ 5.00
$ 500.00
Culvert Replacement
100
LF
$ 50.00
$ 5,000.00
Shouldering 445
Ton
$ 25.00 $ 11,125.00
TotalConstruction
00
Overhead 115
$ 33,207.75
*** Contingent on patching required Hakanson
Anderson
P14
11T Y F
0 t
VIIINPAESO�90
2019 Renewal Project
Rolling Ridge Creek Overlay
Estimated
Cost per
Extended Total
Item Description
.-
Unit
Per Unit
1/2" Overlay
210
Tons
$ 65.00
$ 13,650.00
3 1/2" Patch ***
. 68
Tons
$ 100.00
$ 6,800.00
Full Depth Saw Cut ***
100
LF
$ 5.00
$ 500.00
Mill 1 1/2" Deep
80
SY
$ 5.00
$ 400.00
Remove Pavement
330
SY
$ 5.00
$ 1,650.00
Tack Oil
120
Gallons
$ 3.00
$ 360.00
Subgrade Prep ***
1.25
RDST
$ 180.00
$ 225.00
Class 5 ***
100
Ton
$ 15.00
$ 1,500.00
Culvert Removal
0
LF
$ 5.00
$ -
Culvert Replacement
0
LF
$ 50.00
$ -
Shouldering
42 Ton $ 25.00
$ 1,050.00
Construction•
00
Overhead
15%
$ 3,920.25
Project..
30,0
Project i31,885.61
Parcels
7
*** Contingent on patching required
$ 2,277.54 EA
- Halcanson
Anderson
P15
1 �-�- "Y" 0 F
M I N N E SO- TA g
Ot e 0
2020 Renewal Project
Mason Avenue Reclamation (OPTION #1)
Estimated
I
lCost
Extended Total
Item Description
Quantity
Unit Type
per Unit
Per Unit
1 1/2" Wear Course
1630
Tons
$ 70.00
$ 114,100.00
2" Base Course
2175
Tons
$ 65.00
$ 141,375.00
Full Depth Reclaim
17575
SY
$ 1.25
$ 21,968.75
Mill 1 1/2" Deep
100
SY
$ 5.00
$ 500.00
Tack Oil
970
Gallons
$ 3.00
$ 2,910.00
Subgrade Prep
66
RDST
$ 100.00
$ 6,600.00
Bituminous (Driveways)
22
Ton
$ 100.00
$ 2,200.00
Class 5 (Driveways)
205
Ton
$ 15.00
$ 3,075.00
Culvert Removal
100
LF
$ 5.00
$ 500.00
Culvert Replacement
100
LF
$ 50.00
$ 5,000.00
Shouldering
570
Ton
$ 25.00
$ 14,250.00
Striping
26360
LF
$ 0.10
$ 2,636.00
Mobilization 1 LS $ 12,600.00
$ 12,600.00
Construction..
Overhead 15%
$ 49,157.21
Parcels
23 $ 9,221.15 EA
Hakanson
Anderson
P16
CITY OF
Ot e 0
`r
MINNESOTA :g
2020 Renewal Project
Mason Avenue Overlay
(OPTION
#2)
Estimated
Extended
Total
Item Description
Quantity
Unit Type
Cost
per Unit
Per Unit
1 1/2" Overlay
1630
Tons
$
65.00
$
105,950.00
3 1/2" Patch ***
540
Tons
$
100.00
$
54,000.00
Full Depth Saw Cut ***
200
LF
$
5.00
$
1,000.00
Mill 1 1/2" Deep
100
Sy
$
5.00
$
500.00
Remove Pavement
2610
Sy
$
5.00
$
13,050.00
Tack Oil
965
Gallons
$
3.00
$
2,895.00
Subgrade Prep ***
10
RDST
$
180.00
$
1,800.00
Class 5 ***
800
Ton
$
15.00
$
12,000.00
Culvert Removal
100
LF
$
5.00
$
500.00
Culvert Replacement
100
LF
$
50.00
$
5,000.00
Shouldering
490
Ton
$
25.00
$
12,250.00
Striping
26360
LF
$
0.10
$
2,636.00
Construction Total00
Overhead
15%
$
31,737.15
Project
Project• .
'.
Parcels
23
*** Contingent on patching required
$ 5,953.41 EA
Hc^ kanson
Anderson
P17
CIiTY OF
Ot e 0
MINNESOTA :g
2020 Renewal Project
Mississippi Parkwood, Antelope Park and
Napier Steet Overlays
Item Description
1/2" Overlay
Estimated
3200
•-
Tons
Cost per
Unit
$ 65.00
Extended Total
Per Unit
$ 208,000.00
3 1/2" Patch ***
1060
Tons
$ 100.00
$ 106,000.00
Full Depth Saw Cut ***
200
LF
$ 5.00
$ 1,000.00
Mill 1 1/2" Deep
735
SY
$ 2.50
$ 1,837.50
Remove Pavement
5110
SY
$ 5.00
$ 25,550.00
Tack Oil
1900
Gallons
$ 3.00
$ 5,700.00
Subgrade Prep ***
19
RDST
$ 180.00
$ 3,420.00
Class 5 ***
1550
Ton
$ 15.00
$ 23,25700
Culvert Removal
200
LF
$ 5.00
$ 1,000.00
Culvert Replacement
200
LF
$ 50.00
$ 10,000.00
Shouldering 930 Ton
Construction..
Overhead 15%
$ 25.00
$ 23,250.00
409,007.50
$ 61,351.13
Parcels
84
*** Contingent on patching required
$ 3,151.15 EA
Hakanson
I-IIIAnderson
P18
2016 STATE AID IMPROVEMENT PROJECT PLAN
2017 RECLAMATION PROJECT ® 2019 MICRO —SURFACE PROJECT
85TH STREET NE 85TH STREET NE
PC1= 48 PCI=90
($321 ,725) ($138,125)
2018 PARKWAY PROJECT
85TH STREET NE
PCI=N/A
($3,314,00)
POTENTIAL FUTURE STATE AID PROJECTS
MACIVER AVE/85TH STREET
QUADAY AVE/QUAM AVE
cD NASHUA EXTENSION (60TH STREET TO
70TH STREET)
NASHUA AVE EXTENSTION (70TH STREET
TO 83RD STREET)
CITY OF
s�
MINNE A
l�
1750 0 1750 3500
IN FEET
- PROPOSED 2016 PROJECTS
- PROPOSED 2017 PROJECTS
- PROPOSED 2018 PROJECTS
- PROPOSED 2019 PROJECTS
- PROPOSED 2020 PROJECTS
- - POTENTIAL FUTURE PROJECTS
- 2015 STATE AID ROUTES
I
ISY
CITY OF
e 0
MINNESOTA
State Aid - CIP
Year
2014
Fund Balance
$1,625,665
70th St Design Request #1
($104,382)
. Revenue
$493,335
70th St ROW Request #2
($258,929)
Micro -surfacing Design
($5,500)
Micro -surfacing Construction
($159,000)
70th St ROW Request #3
($120,617)
2015
$1,470,572
70th St Const Request #4
($286,154)
$546,225
70th St Const and Observation Request #5
($654,850)
70th St Const Request #6
($448,000)
2016
$627,793
70th St Construction #7-Final
($265,000)
$556,500
70th St Observation & Staking
($10,000)
70th St Contract Admin
($5,000)
2017
$904,293
85th St (Page to 84th St) Reclaim
($321,700)
$570,413
85th St (Nashua Ave to Mason Ave) Design
($120,000)
85th St (Nashua Ave to Mason Ave) ROW
($500,000)
2018
$533,005
85th St (Nashua Ave to Mason Ave)
Construction
($2,150,000)
$570,413
85th St (Nashua Ave to Mason Ave)
Observation, Staking and Contract Admin
($230;000)
2019
($1,276,582)
85th St (Nashua Ave to Mason Ave) Final Lift
($300,000)
$584,673
85th St (Nashua Ave to Page Ave)
Microsurface
($140,000)
2020
($1,131,909)
No Scheduled Project Yet
$0
$599,290
2021
($532,620)
No Scheduled Project Yet
$0
$614,272
2022
$81,652
No Scheduled Project Yet
$0
$629,629
Assumption on revenue of 2.5% increase per year based on population growth of City
Project Costs of projects inflated for inflation at a rate of 3% per year
** City is allowed to advance encumber upto 5 times their annual allotment - $2,750,000
fiHakanson
Anderson
P19
P20
Tr Y 0 F
%wr e 0
2018 State Aid Project
85th Street Parkway Construction
(Nashua Ave to Mason Ave)
Item Description
2" Wear Course
Estimated
Quantity
3020
kTons$
Cost per Uni ]
70.00
Extended Total
Per Unit
$ 211,400.00
2" Base Course
3020
Tons
$ 65.00
$ 196,300.00
3" Bit Path
1320
Tons
$ 75.00
$ 99,000.00
4" Concrete Sidewalk
35200
SF
$ 4.50
$ 158,400.00
Curb Removal
2066
LF
$ 3.50
$ 7,231.00
Remove Pavement
4790
SY
Is 4.00
$ 19,160.00
Mill 11/2" Deep
45
SY
$ 5.00
$ 225.00
Tack Oil
1350
Gallons
$ 3.00
$ 4,050.00
Class 3/4 Agg Base
27560
Tons
$ 12.50
$ 344,500.00
Class 5 Agg Base
14000
Tons
$ 7.50
$ 105,000.00
Bituminous (Driveways)
8
Ton
$ 100.00
$ 800.00
Class 5 (Driveways)
88
Ton
$ 15.00
$ 1,320.00
Common Excavation
37168
CY
$ 4.00
$ 148,672.00
Soil Corrections
33450
CY
$ 5.00
$ 167,250.00
Erosion Control
1
LS
$ 25,000.00
$ 25,000.00
Seeding
7.6
Acre
$ 200.00
$ 1,520.00
Curb and Gutter
27150
LF
$ 12.00
$ 325,800.00
Storm Sewer
1
LS
$ 400,000.00
$ 400,000.00
Signage
1
LS
$ 2,500.00
$ 2,500.00
Striping
25850
LF
$ 0.10
$ 2,585.00
Mobilization
TotalConstruction
ROW
1
16.3
LS
Acres
$ 66,621.39
$ 30,000.00
$ 66,621.39
, .39
$ 489,000.00
Wetland Bank Purchase
0.2
Acres
$ 21,780.00
$ 4,356.00
Overhead
Project T
15% $ 343,100.16
Halcanson
I-IIIAnderson
P21
I_- Y C, F—
';?;Ot e 0
2018 State Aid Project
85th Street 46' Wide Street Construction
(Nashua Ave to Mason Ave)
Item Description
2" Wear Course
Estimate.
Quantity.
3700
Type
Tons
. -.Total
Cost per Unit Per Unit
$ 70.00 $ 259,000.00
2" Base Course
3700
Tons
$ 65.00
$ 240,500.00
3" Bit Path
1320
Tons
$ 75.00
$ 99,000.00
4" Concrete Sidewalk
0
SF
$ 4.50
$ -
Curb Removal
2066
LF
$ 3.50
$ 7,231.00
Remove Pavement
4790
SY
$ 4.00
$ 19,160.00
Mill 1 1/2" Deep
50
SY
$ 5.00
$ 250.00
Tack Oil
1650
Gallons
$ 3.00
$ 4,950.00
Class 3/4 Agg Base
35300
Tons
$ 12.50
$ 441,250.00
Class 5 Agg Base
14000
Tons
$ 7.50
$ 105,000.00
Bituminous (Driveways)
8
Ton
$ 100.00
$ 800.00
Class 5 (Driveways)
88
Ton
$ 15.00
$ 1,320.00
Common Excavation
37168
CY
$ 4.00
$ 148,672.00
Soil Corrections
33450
CY
$ 5.00
$ 167,250.00
Erosion Control
1
LS
$ 25,000.00
$ 25,000.00
Seeding
4.2
Acre
$ 200.00
$ 840.00
Curb and Gutter
13575
LF
$ 12.00
$ 162,900.00
Storm Sewer
1
LS
$ 300,000.00
$ 300,000.00
Signage
1
LS
$ 2,500.00
$ 2,500.00
Striping
25850
LF
$ 0.10
$ 2,585.00
Mobilization
Construction Total0.
ROW
1 LS $ 59,646.24
13.06 Acres $ 30,000.00
$ 59,646.24
$ 391,757.58
Wetland Bank Purchase
0.2 Acres $ 21,780.00
$ 4,356.00
Overhead 15% $ 307,178.14
Project TotalCost)
Project Total• 690 .74
Hakanson
Anderson
P22
T Y OF
J'" t
1
NlNW'dES0T; 9
2018 State Aid Project
85th Street (Page Ave to 84th Street)
Mill and Overlay
Estimated
Unit
ExtendedTotal
Item Description
Quantity
Type
Cost per Unit
Per Unit
1 1/2" Overlay
910
Tons
$ 65.00
$ 59,150.00
Mill 11/2" Deep
9720
SY
$ 5.00
$ 48,600.00
Tack Oil
535
Gallons
$ 3.00
$ 1,605.00
Curb Removal
2100
Tons
$ 5.00
$ 10,500.00
Curb Replacement
2100
LF
$ 20.00
$ 42,000.00
Storm Sewer Rehab
1
LS
$ 50,000.00
$ 50,000.00
Striping
8575
LF
$ 0.10
$ 857.50
Mobilization 1 1 LS 1
$ 8,500.001 $ 8,500.00
Construction Total
Overhead 15%
$ 33,181.88
Project T•tal (2016 Cost)254,394.38
*** Contingent on patching required
�Hakanson
■ ■ ■Anderson
P23
TY OF
Ot
'r
e 0
2018 State Aid Project
85th Street (Page Ave to 84th Street)
Reclamation
Item Description
1 1/2" Wear Course
Estimated
Quantity
900
Unit
Type
Tons
Cost per Unit
$ 70.00
ExtendedTotal
Per Unit
$ 63,000.00
2" Base Course
1200
Tons
$ 65.00
$ 78,000.00
Full Depth Reclaim
9720
SY
$ 1.25
$ 12,150.00
Mill 1 1/2" Deep
180
SY
$ 5.00
$ 900.00
Tack Oil
535
Gallons
$ 3.00
$ 1,605.00
Subgrade Prep
22
RDST
$ 100.00
$ 2,200.00
Curb Removal
2100
Tons
$ 5.00
$ 10,500.00
Curb Replacement
2100
LF
$ 20.00
$ 42,000.00
Storm Sewer Rehab
1
LS
$ 50,000.00
$ 50,000.00
Striping
8575
LF
$ 0.10
$ 857.50
Mobilization 1 LS $ 10,400.00
Construction Total
Overhead 15%
Project Totalt •312,354.38
Project •
$ 10,400.00
$ 40,741.88
Halcanson
1-111Anderson
P24
it lr Y OFOt
O
INNS SOT
2019 State Aid Project
85th Street Micro -Surface
Estimated
Unit
ExtendedTotal
Item Description
Quantity
Type
Cost per Unit
Per Unit
Bituminous Material for MS
9700
GAL
$ 4.00
$ 38,800.00
Microsurface Scratch Course
155
Tons
$ 175.00
$ 27,125.00
Microsurface Surface Course
155
Tons
$ 175.00
$ 27,125.00
Fog Seal - CSS1H (Diluted)
1410
SY
$ 3.00
$ 4,230.00
Striping
28424
LF
$ 0.12
$ 3,410.88
Traffic Control
1
LS
$ 5,000.00
$ 5,000.00
Mobilization 1 LS $ 4,227.64 $ 4,227.64
Construction Total0••
Overhead 15% $ 16,487.78
Project• • 406
Project T•Cost)
*** Contingent on patching required Hakanson
hViAnderson
P25
TY OF
Ot e 0
M I IN+I IN E 5 O TA
2018 State Aid Project
85th Street Parkway Construction
(Nashua Ave to Mason Ave)
Item Description i�
2" Wear Course
Estimated
Quantity
3020
Unit
Type
Tons
Extended Total
Cost per Unit 1! Per Unit
$ 70.00 $ 211,400.00
2" Base Course
3020
Tons
$ 65.00
$ 196,300.00
3" Bit Path
1320
Tons
$ 75.00
$ 99,000.00
4" Concrete Sidewalk
35200
SF
$ 4.50
$ 158,400.00
Curb Removal
2066
LF
$ 3.50
$ 7,231.00
Remove Pavement
4790
SY
$ 4.00
$ 19,160.00
Mill 11/2" Deep
45
SY
$ 5.00
$ 225.00
Tack Oil
1350
Gallons
$ 3.00
$ 4,050.00
Class 3/4 Agg Base
27560
Tons
$ 12.50
$ 344,500.00
Class 5 Agg Base
14000
Tons
$ 7.50
$ 105,000.00
Bituminous (Driveways)
8
Ton
$ 100.00
$ 800.00
Class 5 (Driveways)
88
Ton
$ 15.00
$ 1,320.00
Common Excavation
37168
CY
$ 4.00
$ 148,672.00
Soil Corrections
33450
CY
$ 5.00
$ 167,250.00
Erosion Control
1
LS
$ 25,000.00
$ 25,000.00
Seeding
7.6
Acre
$ 200.00
$ 1,520.00
Curb and Gutter
27150
LF
$ 12.00
$ 325,800.00
Storm Sewer
1
LS
$ 400,000.00
$ 400,000.00
Signage
1
LS
$ 2,500.00
$ 2,500.00
Striping
25850
LF
$ 0.10
$ 2,585.00
Mobilization
TotalConstruction
ROW
1
16.3
LS
Acres
$ 66,621.39
$ 30,000.00
$ 66,621.39
, .39
$ 489,000.00
Wetland Bank Purchase
0.2
Acres
$ 21,780.00
$ 4,356.00
Overhead
Project T. .
Project T•Cost)
15%
$ 343,100.16
90
Hakanson
Anderson
P26
F
Ot e 0
t.
MINNESOTA g
2018 State Aid Project
85th Street 46' Wide Street Construction
(Nashua Ave to Mason Ave)
Item Description
2" Wear Course
Estimated
Quantity
3700
Unit
Type
Tons
Cost per Unit
$ 70.00
ExtendedTotal
Per Unit
$ 259,000.00
2" Base Course
3700
Tons
$ 65.00
$ 240,500.00
3" Bit Path
1320
Tons
$ 75.00
$ 99,000.00
4" Concrete Sidewalk
0
SF
$ 4.50
$ -
Curb Removal
2066
LF
$ 3.50
$ 7,231.00
Remove Pavement
4790
Sy
$ 4.00
$ 19,160.00
Mill 1 1/2" Deep
50
SY
$ 5.00
$ 250.00
Tack Oil
1650
Gallons
$ 3.00
$ 4,950.00
Class 3/4 Agg Base
35300
Tons
$ 12.50
$ 441,250.00
Class 5 Agg Base
14000
Tons
$ 7.50
$ 105,000.00
Bituminous (Driveways)
8
Ton
$ 100.00
$ 800.00
Class 5 (Driveways)
88
Ton
$ 15.00
$ 1,320.00
Common Excavation
37168
CY
$ 4.00
$ 148,672.00
Soil Corrections
33450
CY
$ 5.00
$ 167,250.00
Erosion Control
1
LS
$ 25,000.00
$ 25,000.00
Seeding
4.2
Acre
$ 200.00
$ 840.00
Curb and Gutter
13575
LF
$ 12.00
$ 162,900.00
Storm Sewer
1
LS
$ 300,000.00
$ 300,000.00
Signage
1
LS
$ 2,500.00
$ 2,500.00
Striping
25850
LF
$ 0.10
$ 2,585.00
Mobilization
Construction Total0.
ROW
1
13.06
LS
Acres
$ 59,646.24
$ 30,000.00
$ 59,646.24
$ 391,757.58
Wetland Bank Purchase
0.2
Acres
$ 21,780.00
$ 4,356.00
Overhead
Project T•
15% $ 307,178.14
i ,145.95
Hakanson
Anderson
P'27
OtTY CD
e 0
2018 State Aid Project
85th Street (Page Ave to 84th Street)
Mill and Overlay
Estimated
Unit
ExtendedTotal
Item Description
Quantity
Type
Cost per Unit
Per Unit
1 1/2" Overlay
910
Tons
$ 65.00
$ 59,150.00
Mill 1 1/2" Deep
9720
SY
$ 5.00
$ 48,600.00
Tack Oil
535
Gallons
$ 3.00
$ 1,605.00
Curb Removal
2100
Tons
$ 5.00
$ 10,500.00
Curb Replacement
2100
LF
$ 20.00
$ 42,000.00
Storm Sewer Rehab
1
LS
$ 50,000.00
$ 50,000.00
Striping
8575
LF
$ 0.10 1
$ 857.50
Mobilization 1 I LS 1 $ 8,500.00 1
$ 8,533.75—
Construction Total
Overhead 15%
$ 33,181.88
Project T• •
94 .38
*** Contingent on patching required
Hakanson
fillAnderson
.J ` Y OF
Ot e 0
MINNESOTA
2018 State Aid Project
85th Street (Page Ave to 84th Street)
Reclamation
Estimated
Unit
Extended Total
Item Description
Quantity
Type
Cost per Unit
Per Unit
1 1/2" Wear Course
900
Tons
$ 70.00
$ 63,000.00
2" Base Course
1200
Tons
$ 65.00
$ 78,000.00
Full Depth Reclaim
9720
SY
$ 1.25
$ 12,150.00
Mill 11/2" Deep
180
SY
$ 5.00
$ 900.00
Tack Oil
535
Gallons
$ 3.00
$ 1,605.00
Subgrade Prep
22
RDST
$ 100.00
$ 2,200.00
Curb Removal
2100
Tons
$ 5.00
$ 10,500.00
Curb Replacement
2100
LF
$ 20.00
$ 42,000.00
Storm Sewer Rehab
1
LS
$ 50,000.00
$ 50,000.00
Striping
8575
LF
$ 0.10
$ 857.50
Mobilization 1 LS $ 10,400.00 $ 10,400.00
TotalConstruction
Overhead 15% $ 40,741.88
Project •Cost)
Project TotalCost)
Hakanson
■■ Anderson
P29
Tu-, 0I
Ot e 0
2019 State Aid Project
85th Street Micro -Surface
Estimated
Unit
ExtendedTotal
Item Description
Quantity
Type
Cost per Unit
Per Unit
Bituminous Material for MS
9700
GAL
$ 4.00
$ 38,800.00
Microsurface Scratch Course
155
Tons
$ 175.00
$ 27,125.00
Microsurface Surface Course
155
Tons
$ 175.00
$ 27,125.00
Fog Seal - CSS1H (Diluted)
1410
SY
$ 3.00
$ 4,230.00
Striping
28424
LF
$ 0.12
$ 3,410.88
Traffic Control
1
LS
$ 5,000.00
$ 5,000.00
Mobilization
1
LS
$ 4,227.64
$ 4,227.64
Construction Total0..
Overhead
15%
$ 16,487.78
TotalProject Cost)
*** Contingent on patching required'Hakanson
I-IIIAnderson