ITEM 3.5A Street Improvement Project 15-07du
Ot�ce F o
MINNESOTA <—Do
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
January 23, 2017
PRESENTER(s):
REVIEWED BY:
ITEM #:
Consent Agenda
Interim City Administrator Flaherty
3.5A
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of payment in the amount of $23.697.31 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
BACKGROUND/JUSTIFICATION:
This payment is being made for work completed through January 1st, 2017. Burschville Companies, Inc.
and their subcontractors have substantially completed the project and the only items that remain are
verifying turf establishment and paving the wear course next spring, after one freeze thaw cycle.
This pay estimate (#5) is for $23,697.31. Total work completed to date is $707,697.36. Total original
contract amount of the project was $790,360.63. With Change Order #1 the total contract amount is
now $805,025.96.
SUPPORTING DOCUMENTS: X ATTACHED NONE
Pay Estimate No. 5
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
Motion to approve payment to Burschville Construction, Inc. in the amount of $23.697.31 for the 80th
Street Improvement Project, City Project No. 15-07.
BUDGET INFORMATION
FUNDING: BUDGETED: ❑ YES
Agreement with ISD #728
Water Utility Fund — 601 x No
(for Trunk Water Imp)
PAY ESTIMATE #5
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
January 12, 2017
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.
oITEM' cV
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE I CONTRACT AMOUNT
USED TO
DATE
EXTENSION
1
Mobilization
1
LS
$17,000:00 $
17,000.00
1.0 $
17,000.00
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
52 $
520.00
5
Bituminous Pavement Removal
6,005
SY
$1.60 $
9,608.00
6,005 $
9,608.00
6
Remove Concrete Structure
1
EA
$400.00 $
400.00
1 $
400.00
7
Remove Sin
4
EA
$27.50 $
110.00
4 $
110.00
8
Sawing 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
$
11
Common Excavation P
12,788
CY
$4.95 $
63,300.60
12,788 $
63,300.60
12
Sub rade Correction 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
1,730 $
6,401.00
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
$
-
16
Aggregate 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
A re ate Base Class 5 Mod
4,475 1
TON
$16.50 $
73,837.50
4,8121 $
79,398.00
19
Mill Bituminous Surface 1.5"
18
SY
$16.00-$
288.00
1 $
-
20
Bituminous Material For Tack Coat
437
GAL
$2.20 $
961.40
85 $
187.00
21
Type SP 12.5 Wearing Course Mixture 2,B Trail
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
$
-
23
Type SP 12.5 Non Wear Course Mixture 3;C
1,289
$56.501$
72,828.50
1,287 $
72,724.54
24
Concrete Curb & Gutter Design B618
2,446
$12.25 $
29,963.50
2,410 $
29,522.50
25
6" Concrete Drivewa Pavement
66
JLF
$45.00 $
2,970.00
120 $
5,400.00
26
7" Concrete Valle Gutter
130
$52.00 $
6,760.00
130 $
6,760.00
27
Truncated Domes
96
$44.00 $
4,224.00
113 $
4,972.00
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 Su ort
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
Sin Panels, Type C
119
SF
$34.00 $
4,037.50
54.751
1,861.50
33
Silt Fence Type MS
5,300
LF
$1.60 $
8,480.00
4,145 $
6,632.00
34
Storm Drain Inlet Protection
11
EACH
$125.00 $
1,375.00
11 $
1,375.00
35
Sediment Control Log Type Straw
24
LF
$2.75 $
66.00
340 $
935.00
36
Stabilized Construction Exit
3
LS
$1,100.00 $
3,300.00
0 $
37
!Seeding
2
ACRE
$375.00 $
690.00
1.0 $
375.00
38
Seeding Mixture - 25-141
81
LBS
$3.20 $
259.20
50 $
160.00
39
Seeding Mixture -25-151
56
LBS
$2.40 $
134.40
130 $
312.00
40
Mulch Material Type 1
3
TON
$300.00 $
930.00
2 $
600.00
41
Erosion Control Blanket- Category 2
1,320
SY
$1.20 $
1;584.00
1,956 $
2,347.20
S:\Municipal\AOTSEGO\393\PAY ESTIMATES\OT393 PE.xlsx PE - 1
PAY ESTIMATE #5
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Madver Ave. to Marlow Ave.)
Bid Schedule "A" - Road Construction - Continued
ITEM
NO.
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 White - 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 $
92.85
2,469 $ 74.07
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 $ 466,984.09
Bid Schedule "B" - Storm Sewer
ITEM I
NO.
I ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE CONTRACT AMOUNT
USED TO
DATE
EXTENSION
50
Connect To Existing Drainage Structure
1
LS
$1,200.00 $
1,200.00
1 $
1,200.00
51
18" RC Pipe Aron
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" Pert 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 Pi e 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 i
SY
$150.001 $
2,820.00
25.661 $
3,849.00
Total Bid Schedule "B" $ 67,711.20 $ 66,771.33
Bid Schedule "C" - Interim Sanitary Forcemain
ITEM
NO.
ITEM DESCRIPTION
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACT AMOUNT
USED TO
DATE
EXTENSION
61
EA
Connect To Existing Sanitary Manhole
1
LS
$2,500.00
$ 2,500.00
1
$ 2,500.00
62
$2,200.00 $
4" HDPE SDR -11 AWWA C906 Forcemain Pie
1,099
LF
$17.00
$ 18,683.00
1,137.6
$ 19,339.20
63
7,400.00
Forcemain DIP Fittings
162
LBS
$8.00
$ 1,296.00
150
$ 1,200.00
64
1
ITestingForcemain
1 I
LS 1
$750.001
$ 750.00
11
$ 750.00
Total Bid Schedule "C" $ 23,229.00 $ 23,789.20
Bid Schedule "D" - Watermain
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE CONTRACT AMOUNT
USED TO
DATE
EXTENSION
42
Connect To Existing Watermain
2
EA
$1,000.00 $
2,000.00
2 $
2,000.00
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 CI 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 Cl 52
1,029
LF
$67.00 $
68,943.00
1,050 $
70,350.00
48
6" Watermain Ductile Iron Cl 52
23
LF
$35.00 $
805.00
46 $
1,610.00
49
6" Gale Valve And Box
2
EA
$1,350.00 $
2,700.00
3 $
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
lWatermain Fittings
4,890
LBS
$3.50 $
17,115.00
5,545 $
19,407.50
54
ITesting Watermain
1
LS
$750.00 $
750,00 1
1 1 $
750.00
Total Bid Schedule "D" $ 124,623.00 $ 132,521.50
S:\Municipal\AOTSEGO\393\PAY ESTIMATES\OT393 PE.xlsx PE - 2
PAY ESTIMATE #5
CITY OF OTSEGO
80T STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
rhan.P. nod—fli
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE CONTRACT AMOUNT
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
307
TON
$43.19 $
13,259.33
332.93 $
14,379.25
3
2211.501 Aggregate Base Class 5 Mod
-142
TON
$13.00 $
1,846.00
$
4 1
2502.541 6" PVC Pipe Drain
70
LF
$24.00 $
1,680.00
70 $
1,680.00
Total Bid Schedule "D" $ 14,665.33
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:
LESS PAY ESTIMATE #4:
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
S:Uvlunicipal\AOTSEGO\393\PAY ESTIMATES\OT393 PE.xlsx PE -3
$ 574,797.43
$ 67,711.20
$ 23,229.00
$ 124,623.00
$ 14,665.33
$ 805,025.96
$ 17,631.25
$ 466,984.09
$
66,771.33
$
23,789.20
$
132,521.50
$
17,631.25
$
707,697.36
$
707,697.36
$
35,384.87
$
111,009.40
$
129,150.65
$
165,295.87
$
243,159.26
$ 23,697.31