ITEM 3.9C Street Improvement Project 15-07401
OtsIY.F O
MINNESOTA V
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE:
Public Works City Engineer Wagner November 14, 2016
PRESENTER(s): REVIEWED BY: ITEM #:
Consent Agenda Interim Citv Administrator Flaherty 3.9C
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of payment in the amount of $243,159.26 for the 80th Street Improvement
Project, City Project No. 15-07 to Burschville Construction, Inc.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
No
No
BACKGROUNDMUSTIFICATION:
This payment is being made for work completed through October 315t, 2016. Burschville Companies,
Inc. and their subcontractors had previously completed all the clearing and grubbing, bituminous
removal, temporary traffic signage, 100% of the Utility installation including watermain, forcemain and
storm sewer. They have now completed the interim lift station driveway, concrete curb and gutter and
pedestrian ramps, paving the bituminous base course, turf establishment and erosion control. The
bituminous path has also recently been paved.
Only work remaining is for a couple concrete pedestrian ramps to be placed and turf to be established.
The wear course will be placed next spring, after one freeze thaw cycle.
This payment includes Change Order #1 in the amount of $15,485.94, with an actual amount of
$17,331.94 for moving the existing pond outlet structure near Maciver Avenue and 80th Street, revisions
to the interim lift station driveway typical section due to poor in -place soils, and adding draintile under
the lift station driveway.
This pay estimate (#4) is for $243,159.26. Total work completed to date is $682,752.83. Total original
contract amount of the project was $790,360.63. With Change Order #1 the total contract amount is
now $805,846.57.
SUPPORTING DOCUMENTS: X ATTACHED NONE
Pay Estimate No. 4
Change Order #1
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
Motion to approve change order #1 and for payment to Burschville Construction, Inc. in the amount of
$243,159.26 for the 80th Street Improvement Project, City Project No. 15-07.
BUDGET INFORMATION
FUNDING: BUDGETED:
Agreement with ISD #728 This project was not budgeted.
Water Utility Fund — 601 (for Trunk Water)
PAY ESTIMATE #4
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
November 7. 2016
Honorable Mayor & City Council
City of Otsego
13400 90th Street
Otsego, MN 55330
RE: 80th Street NE Improvement Project (Maciver Ave. to Marlowe Ave.)
Contractor: Burschville Construction, Inc.
Contract Amount: $790,360.63
Award Date: March 18, 2016
Completion Date: June 1, 2017
Dear Honorable Mayor and Council Members:
The following work has been completed on the above -referenced project by Burschville Construction, Inc.
-1.
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACTAMOUNT
USEDTO
DATE
EXTENSION
1
Mobilization
1
LS
$17,000.00
$ 17,000.00
0.9
$ 15,300.00
2
Clear &Grub
0.05
ACRE
$10,000.00
$ 500.00
0.05
$ 500.00
3
Remove Concrete Culvert
106
LF
$8.00
$ 848.00
115
$ 920.00
4
Remove Concrete Curb and Gutter
6
LF
$10.00
$ 60.00
22
$ 220.00
5
Bituminous Pavement Removal
6,005
SY
$1,60
$ 9,608.00
6,005
$ 9,608.00
6
lRemove
Concrete Structure
1
EA
$400.00
$ 400,00
1
$ 400.00
7
1
Remove Sin
4
EA
$27.50
$ 110.00
4
$ 110.00
8
JSawing
Bit Pavement Full Depth)
131
LF
$3.50
$ 458.50
131
$ 458.50
9
Salvage Concrete Pie
86
LF
$12.00
$ 1,032.00
86
$ 1,032.00
10
Remove & Salvage Landscape Material
154
LF
$4.00
$ 616.00
0
$ -
11
Common Excavation P
12788
CY
$4.95
$ 63,300.60
12,788$
63,300.60
12
Sub radeCorrection E
6,788
CY
$3.10
$ 21,042.80
4,152
$ 12,871.20
13.
Common Borrow L
2,181
CY
$3.70
$ 8,069.70
`. _._0
$ -
14
Salvaged Topsoil From Stockpile L
2,103
CY
$6.70
$ 14,090.10
2,103
$ 14,090.10
15
Select Granular Borrow LV
2,000
CY
$10.80
$ 21,600.00
0.
$ -
16
JAggre
ate Base Class 2 Shoulder
49
TON
$45.50
$ 2,229.50
51
$ 2,302.30
17
Aggregate Base Class 3 or 4
12,702
TON
$8.70
$ 110,507.40
11,233
$ 97,728.41
18
Aggregate Base Class 5 Mod
4,475
TON
$16.50
$ 73,837.50
4.475
$ 73,837.60
19
Mill Bituminous Surface 1.5"
18
SY
$16.00
$ 288.00
0
$ -
20
Bituminous Material For Tack Coat
437
GAL
$2.20
$ 961.40
85
$ 187.00
21
Type SP 12.5 Wearing Course Mixture 2,6 rall
222
TON
$61.00
$ 13,542.00
242
$ 14,735,77
22
Type SP 9.5 Wearing Course Mixture 3,C
1,031
TON
$60.50
$ 62,375.50
0
$ -
23
Type SP 12.5 Non Wear Course Mixture 3,C
1,289
TON
$56.50
$ 72,828.50
1,287
$ 72,724.54
24 1
Iconcrete Curb & Gutter Design B618
2,446
LF
$12.25
$ 29,963.50
2,410
$ 29,522.50
25
11 6" Concrete Driveway Pavement
66
SY
$46.00
$ 2,970.00
27
$ 1.215.00
26
7" Concrete Valley Gutter
130
SY
$52.00
$ 6,760,00
130
$ 6,760.00
27
Truncated Domes
96
SF
$44.00
$ 4,224,00
38
$ 1,672.00
28
4" Bituminous Curb
325
LF
$4.20
$ 1,365.00
312
$ 1,310.40
29
Bituminous Flume
2
EACH
$620.00
$ 1,240.00
2
$ 1,240.00
30
Install Mailbox Support
2
EA
$160.00
$ 320.00
2.
$ 320.00
31
Traffic Control
1
LS
$8,500.00
$ 8,500.00
1.0
$ 8,500.00
32
Sign Panels, Type C
119
SF
$34.00.
$ 4,037.50
0
$ -
33
1SIIt Fence, Type MS
6.300
LF
$1.60
$. 8,480.00
3,364
$ 5,382.40
34
Storm Drain Inlet Protection
11
EACH.
$125.00
$ 1,375.00
11
$ 1,375.00
35
Sediment Control Log Type Straw
24
1 LF
$2.75
$ 66.00
340
$ 935.00
36
Stabilized Construction Exit
3
LS
$1,100.00
$ 3,300.00
3
$ 3,300.00
37
Seeding
2
ACRE
$375.00
$ 690.00
1
$ 187.50
38
Seeding Mixture - 25-141
81
LBS
$3,20
$ 259,20
25
$ 80.00
39
Seeding Mixture-25-151
56
LBS
$2.40
$ 134.40
80
$ 192.00
40
Mulch Material Type 1
3
TON
$300.00
$ 930,00
1
$ 300.00
41
Erosion Control Blanket- Category 2
1,320
SY
$1201
$ 1,584.00
1,956
$ 2,347,20
S:\Municipal\AOTSEGO\393\PAY ESTIMATES\OT393 PE PE - 1
PAY ESTIMATE #4
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
ecru scneame
ITEM
NO.
e{
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACTAMOUNT
USED TO
DATE
EXTENSION
42
Pavement Message Left Arrow - Paint
13
EACH
$75.00
$ 975.00
$
43
12" Solid Line While - Paint
104
LF
$2.65
$ 275.60
$ -
44
24" Solid Line White - Paint
27
LF
$3.60
$ 97.20
$
45
24" Solid Line Yellow - Paint
288
LF
$2.65
$ 763.20
$
46
4" Broken Line White - Paint
361
LF
$0,03
$ 10.83
$
47
4" Double Solid Line Yellow - Paint
3,095
LF
$0,03
$ 92.851
4,938
$ 148.14
48
4" Solid Line White - Paint
4,797
LF
$0.15
$ 719.55
$
49
Crosswalk Markin 3'X6' Blocks White - Paint
126
SF
$2.85
$ 359.10
$
Total Bid Schedule "A" $ 574,797.43 $ 440,-rrs.uo
ecru scneuum
ITEM
NO.
o -
awnu aewcr
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACT AMOUNT
USED TO
DATE
EXTENSION
50
DrainageStructure
1
LS
$1,200.00
$ 1,200.00
1
$ 1,200.00
51
�onneoExistin
e A ron
2
EACH
$600.00
$ 1,200.00
2
$ 1,200.00
52
21" RC Pipe Apron
1
EACH
$650.00
$ 650.00
1
$ 650.00
53
4" Precast Concrete Headwall
2
EACH
$300.00
$ 600.00
1
$ 300.00
54
4" Pe f PVC Pipe Drain
633
LF
$10.00
$ 6,330,00
468
$ 4,680.00
55
15" RC Pipe Sewer Design 3006 CL V all depths)
96
LF
$28.00
$ 2,688.00
90
$ 2,520.00
56
18" RC Pipe Sewer Design 3006 CL V all depths)
368
LF
$30.00
$ 11,040.00
370
$ 11,100.00
57
21" RC Pipe Sewer Design 3006 CL III all depths)
728
LF
$34.00
$ 24,752.00
743
$ 25,262.00
58
Construct Drainage Structure Design 48-4020
38
LF
$365.00
$ 13,870.00
36.81
$ 13,435.65
59
Construct Drainage Structure Design 2' x 3'
7.6
LF
$337.00
$ 2,561.20
7.64
$ 2,574.68
60
Articulated interlocking Block Open Cell, Type A
18.8
1 SY
$150.001
$ 2,820.00
19
$ 2.850.00
Total Bid Schedule "B" $ 67,711.2U $ oo,rrz.so
tsra scneame
ITEM
NO.
-v- -
uuenm aanuur
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACT AMOUNT
USED TO
DATE
EXTENSION
61
Connect To ExistingSanitary Manhole
1
LS
$2,500.00
$ 2,600.00
1
$ 2,500.00
62
4" HOPE SDR-11 AWWA C906 Forcemain Pie
1,099
LF
$17.00
$ 18,683.00
1,092
$ 18,564.00
63
Forcemain DIP Fittings
162
LBS
$8.00
$ 1,296.00
150
$ 1,200,00
64
Testing Forcemain
1
LS
$750.00
$ 750.00
1
$ 750.00
Total Bid Schedule "C" $ 23,eza.uu a
rsra scneame
ITEM
NO.
u -
w-ruram
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACTAMOUNT
USED TO
DATE
EXTENSION
42
Connect To ExistingWatermain
2
EA
$1,000.00
$ 2,000.00
1
$ 1,000,00
43
Salvage And Reinstall Hydrant, 6" Pipe And 6" Gate Valve
1
LS
$2,200.00
$ 2,200.00
1
$ 2,200.00
44
Hydrant
2
EA
$3,700.00
$ 7,400.00
3
$ 11,100.00
45
8" Watermain Ductile Iron Cl 52
171
LF
$40.00
$ 6,840.00
168
$ 6,720.00
46
10" Watermain Ductile Iron Cl 52
115
LF
$48.00
$ 5,520.00
83
$ 3,984,00
47
16" Watermain Ductile Iron .C152
1,029
LF
$67.00.
$ 68,943.00
1,050
$ 70,350,00
48
6" Watermain Ductile Iron C152
23
LF
$35.00
$ 805.00
46
$ 1,610.00
49
6" Gate Valve And Box
2
EA
$1,350.00
$ 2,700.00
31
$ 4,050.00
50
8" Gate Valve And Box
1
EA
$1,800.00
$ 1,800.00
1
$ 1,800.00
51
10" Gate Valve And Box
1
EA
$2,550.00
$ 2,550.00
1
$ 2,550.00
52
16" Butterfly Valve and Box
2
EA
$3,000.00
$ 6,000.00
2
$ 6,000.00
53
Watermain Fittings
4,890
LBS
$3.50
$ 17,115.00
5,545
$ 19,407.50
54
Testin Watermain
1
LS
$750,00
$ 750.00
1
$ 750.00
Total Bid Schedule "D" $ 124,623.UU IN ls-r,orr.ao
mange
ITEM
NO.
uruer rrr
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACTAMOUNT
USED TO
DATE
EXTENSION
1
2104.507
Relocate Concrete Overflow Structure
1
LS
$1,572.00
$ 1,572.00
1
$ 1,572.00
2
2105.543
Stabilizing Aggregate
326
TON
$43.19
$ 14,079.94
326.0
$ 14,079.94
3
2211.501
Aggregate Base Class 5 Mod
-142
TON
$13.00
$ 1,846.00
$ -
4
2502.541
6" PVC Pie Drain
70
LF
$24.00
$ 1 680.00
70
$ 1,680.00
Total Chage Order #1
S:1Municip0A0TSEGO\393\PAY ESTIMATES\OT393 PE PE-2
PAY ESTIMATE #4
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
Bid Schedule "A"
Bid Schedule'B"
Bid Schedule "C'
Bid Schedule "D"
Chage Order #1
TOTAL
Total Work Completed to Date
LESS 5% RETAINAGE:
LESS PAY ESTIMATE #1:
LESS PAY ESTIMATE #2:
LESS PAY ESTIMATE #3:
WE RECOMMEND PAYMENT OF:
APPROVALS:
CONTRACTOR: BURSCHVILLE CONSTRUCTION, INC.
Certification by Contractor: I certify that all items and amounts are correct for the work completed to date.
ENGINEER: HAKANSON ANDERSON
Certification by Engineer: We recommend payment for work and quantities as shown.
OWNER: CITY OF OTSEGO
$ 574,797.43
$ 67,711.20
$ 23,229.00
$ 124,623.00
$ 16,486.94
$ 806,846.57
$ 445,113.06
$ 65,772.33
$ 23,014,00
$ 131,521.60
$ 17,331.94
$ 682,762.83
$ 682,762.83
$ 34,137.64
$ 111,009.40
$ 129,160.65
$ 165,295.87
$ 243,159.26
S:\Munic1paM0TSEG0\393\PAY ESTIMATES\OT393 PE PE-3
STATE AID FOR LOCAL TRANSPORTATION
CHANGE ORDER
Rev.July 2010
Page 1 of 1
Street Project Minn. Proj. N/A _ LO No. 1
_80th
Project Location: 80th Street from 500' west of Maciver Ave to Marlowe Ave, Otsego, MN
Local Agency: City of Otsego
Local Project No. 15-07
Contractor: Burschville Construction, Inc.
Contract No.
Address/City/State/Zip: 11440 8th Street NE PO Box 65 Hanover, MN 55341
Total Change Order Amount $ ' $15,485.94
In accordance with the terms of this Contract, you are hereby authorized and instructed to
perform the work as altered by the following provisions:
The edge of the existing Overflow Structure near intersection of 80th Street and Maciver
Avenue is in the way of the new curb and gutter. This structure shall be moved
approximately 8' south, into the pond. All labor and materials associated with this work shall
be measured as lump sum and paid as Pay Item 2104.507-Relocate Concrete Overflow
Structure.
Import and install 12 inches of 3" crushed concrete stabilizing aggregate along interim lift
station driveway from approximately 350 feet south of the lift station to the lift station (350' x
V thick x 13' wide = 4,550 CF). In the areas that receive the 12 inches of stabilizing
aggregate the class 5 shall be reduced from 12" thick to 6" thick (350' x 0.5' thick x 12' wide
= 2,100 CF). All labor and materials associated with this work shall be measured per TON
and paid as Pay Item 2105.543-Stabilizing Aggregate.
To eliminate standing water along the west of the interim lift station a 6" PVC Culvert
crossing(s) under interim lift station driveway shall be installed to drain to the drainage swale
east of the driveway. All labor and materials associated with this work shall be measured
per LF of draintile and paid as Pay Item 2502.541-6" PVC Pipe Drain.
Change Order 1
Estimate Of Cost: (include any increases or decreases in contract items, any negotiated or force account items.)<<
**Group/Fundi
ng Category
Item No.
— —
Description Unit Unit Price
+ or—
Quantity
+ or —
Amount $
2104.507
Relocate Concrete Overflow
Structure LS $1,572.00
1 J
$1,572.00
2105.543
Stabilizing Aggregate TON $43.19
326
$14,079.94
2211.501
Aggregate Base Class 5 Mod TON $13.00
-142
-$1,846.00
2502.541
6" PVC Pipe Drain LF $24.00
70 _
$1,680.00
Net Change for Change Order No. 1
$15,485.94
Approved by Project Engineer:
Print Name:
Approved by Contractor:
Print Name:
Distribution: Project Engineer (Original), Contractor (copy)
Date:
Phone:
Date:
Phone: