ITEM 3.5A Pay Estimate #6 Project 15-07OtkgoF
MINNESOTA !-
DEPARTMENT INFORMATION
. Request for
City Council Action
ORIGINATING DEPARTMENT REQUESTOR:
MEETING DATE:
Public Works City Engineer Wagner
September 25, 2017
PRESENTER(s) REVIEWED BY:
ITEM #:
Consent Item
3.5A
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of Pay Estimate #6 (Final) in the amount of $101,452.33 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:
All work for the 80th Street Improvement Project has been completed by Burschville Construction and their
subcontractors. All punch list items have been completed. Vegetation has been established and all erosion
control has been removed.
This final payment is being made for the completion of the lift of bituminous, striping, and the release of all
retainage.
This final payment (pay estimate #6) is for $101,452.33 for a total construction cost of $773,764.82. Total
original contract amount of the project was $790,360.63. With the addition of Change Order #1 the total
contract amount was $805,025.96.
SUPPORTING DOCUMENTS ATTACHED:
• Final Payment— (Pay Estimate #6)
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve Pay Estimate #6 (Final) to Burschville Construction, Inc. the amount of $101,452.33 for
the 80th Street Improvement Project, City Project No. 15-07.
BUDGET INFORMATION
FUNDING:
BUDGETED:
Agreement with ISD #728
Yes
Water Utility Fund — 601
(for Trunk Water Imp)
FINAL PAYMENT
CITY OF OTSEGO
80TH STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
August 28, 2017
Honorable M ayor & City Council
City of Otsego
13400 90th Street
Otsego, M N 55330
RE: 80th Street NE Improvement Project (Maciver Ave. to Marlowe Ave.)
Contractor: Burschville Construction, Inc.
ContractAmount: $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.
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE CONTRACTAMOUNT
USEDTO
DATE
EXTENSION
1
Mobilization
i
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
jBilurninous Pavement Removal
6.005
SY 1
$1.60 $
9608.00
6,005 $
9,608.00
6
Remove Concrete Structure
1
EA
$400.00 $
400.00
1 $
400.00
7
Remove Sign
4
EA
$27.50 $
110.00
4 $
110.00
e
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 $
63300.60
12,788 $
63,300.60
12
Sub rade Correction EV
6,788
CY
$3.10 $
21,042.80
4,152 $
12,871.20
13
lCommon Borrow LV
2,181
CY
$3.70 $
8,069.70
1,730 $
6,401.00
14
1 Salvaged Topsoil From Stockpile LV
2,103
CY
$6.70 $
14 090.10
2,103 $
14 090.10
15
ISelect Granular Borrow LV
2,000
CY
$10.801$
21 600.00
$
16
A re ate Base Class 2 Shoulder
49
TON
$45.50 $
2 229.50
84.66 $
3.852.03
W
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
4,812 $
79 398.00
19
MITI Bituminous Surface 1.5"
18
SY
$16.00 $
288.00
116 $
1,856.00
20
Bituminous Material For Tack Coal
437
GAL
$2.20 $
961.40
405 $
891.00
21
Type SP 12.5 Wearing Course Mixture 2;8 Trail
222
TON 1
$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
931.42 $
56 350.91
23
Type SP 12.5 Non Wear Course Mixture 3,C
1,289
TON
$56.50 $
72 828.50
1,2871 $
72 724.54
24
Concrete Curb & Gutter Design 8618
2,446
LF
$12.25 $
29 963.50
2,4`101 $
29 522.50
25
6" Concrete Driveway Pavement
66
SY
$45.00 $
2,970,00
120 $
5,400.00
26
7" Concrete Valley Gutter
130
SY
$52.00 $
6,760.00
130 $
6,760.00
27
Truncated Domes
96
SF
$44.00 $
4224.00
151 $
6644.00
28
4" Bituminous Curb
325
LF
$4.20 $
1,365.00
312 $
1 310.40
29
16ituminous Flume
2
EACH
$620.00 $
1,240.00
2 $
1,240.00
30
linstall Mailbox Support
2
EA
$160.00 $
320.00
2 $
320.00
31
Traffic Contr.]
1
LS
$8.500.001$
8'5o0.00
i.0 $
8,500.00
32
Skin Panels Type C
119
SF
$34.001s
4,037.50
54.75 $
1,861.50
33
Sill 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 1
Seeding
2
ACRE
$375.00 $
690.00
1.15 $
431.25
38
Seeding Mixture -25-141
81
LBS
$3.201$
259.20
50 $
160.00
39
Seeding Mixture -25A51
56
LBS
$2.40 $
134.40
150 $
360.00
40
Mulch Material Type 1
3
TON
$300-001 $
930.00
2 $
600.00
41
Erosion Control Blanket - Cate 2
1,320
SY
$1.201 $
1584,00
2,706 $
3,247.20
S:\MunicipallAOTSEGO\393\PAY ESTIMATESXOT393 PE.xlsx PE -1
FINAL PAYMENT
CITY OF OTSEGO
BOTH STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
Bid Schedule "A" - Road Construction - Continued
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE
EXTENSION
42
Pavement Message(Left Arrow) -Paint
13
EACH
$75.00 $
975.00
9 $
675.00
43
12" Solid Line While - Paint
104
LF
$2.65 $
275.60
$
19 339.20
44
24" Solid Line White - Paint
27
LF
$3.60 $
97.20
$
1,200.00
45
24" Solid Line Yellow - Paint
288
LF 1
$2.65 $
763.20
173 $
458.45
46
4' Broken Line White - Paint
361
LF
$0.03 $
10.83
72 $
2.15
47
4" Double Solid Line Yellow - Paint
3,095
LF
$0.03 $
92.85
4,881
146.43
48
4" Solid Line While - Paint
4,797
LF
$0.15 $
719.55
4,302 $
645.30
49
lCrosswalk Markin 3'X6' Blocks While - Paint
126
SF
$2.85 $
359.10
378 $
1,077.30
Total Bid Schedule"A" $ 574,797.43 $ 533,051.65
Bid Schedule "B" - Storm Sewer
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATEM$310.11
EXTENSION
50
Connect To ExistingDrainage Structure
1
LS
$1,200.00 $
1,200.00
151
2.500.00
62
16" RC Pi e A ron
2
EACH
$600.00 $
1,200.00
252
19 339.20
63
21" RC Pi e A ron
1
EACH
$650.00 $
650.00
153
1,200.00
64
4" Precast Concrete Headwall
2
EACH
$300.00 $
600.00
1
750.00
54
4" Perf PVC Pip. Drain
633
LF
$10.00 $
6,330.00
4681 $
4,660.00
55
15" RC Pi a Sewer Design 3006 CL V all depths)
96
LF
$28.00 $
2,688.00
901 $
2,520.00
56
18" RC Pipe Sewer Design 3006 CL V all depths)
368
LF
$30.00 $
11,040.00
370 $
11j00.00
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 48AO20
38
LF
$365.00 $
13,870.00
36.81 $
13 435.65
59
Construct Drainage Structure Design 2'x 3'
7.6
LF
$337.001 $
2,561,20
7.64 $
2 1574.68
60
Articulated Interlocking Block Open Cell, Type A
18.8
SY
150.001s
2,820.00
25.66 $
3.849.00
Total Bid Schedule "B" $ 67,711.20 $ 66,771.33
Bid Schedule "C" - Interim Sanitary Forcemain
ITEM I
NO.
I ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT I
CONTRACT
UNIT PRICE I CONTRACT AMOUNT
USED TO
DATE
EXTENSION
61
Connect To Existing Sanitary Manhole
1
LS
$2,600.00 $
2,500.00
1 $
2.500.00
62
4" HDPE SDR -11 AWWA C906 Forcemain Pie
1,099
LF
$17.00 $
18,683.00
1,137.6 $
19 339.20
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" $ 23,229.00 $ 23,789.20
Bid Schedule "D" - Watermain
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE CONTRACTAMOUNT
USEDTO
DATE
EXTENSION
42
Connect To Existing Watermain
2
EA
$1,000.0 $
2,000.00
2 $
2 000.00
43
Salvage And Reinstall Hydrant, 6" Pipe And 6" Gate Valve
1
LS
$2,200.0 $
2,200.00
1 $
2,200.00
44
Hydrant
2
EA
$3,700.0 $
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 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" Gate Valve And Box
2
EA
$1,350.00 $
2700.00
3 $
4050.00
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 1 $
2,550.00
52
16" Butterfly Valve and Box
2
EA
$3,000.00 $
6,000.00
2 $
6,000.00
53
WatermainFittings
4,890
LBS
$3.50 $
17115.00
5,5451 $
19407.50
54
Testing Watermaln
1
LS
$750.00 $
750.00
11 S
750.00
Total Bid Schedule "D" $ 124,623.00 $ 132,521.50
SWunicipaRAOTSEG0\393\PAY ESTIMATES\OT393 PE.xlsx PE -2
FINAL PAYMENT
CITY OF OTSEGO
80TH STREET NE IMPROVEMENT PROJECT
(Maciver Ave. to Marlow Ave.)
ITEM
NO.
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
307
TON
$43.19 $
13 259.33
332.93 $
14,379.25
3
2211.501 Aggregate Base Class 5 Mod
-142
TON
$13.00
1846.00
$
4
2502.541 6" PVC Pie Drain
1 70
LF
$24.001 $
1,680.00
70 $
1,680.001
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 PAY ESTIMATE #1:
LESS PAY ESTIMATE #2:
LESS PAY ESTIMATE #3:
LESS PAY ESTIMATE #4:
LESS PAY ESTIMATE #5:
WE RECOMMEND PAYMENT OF:
APPROVALS:
Please verify the amount of previous payments, and the receipt of the following items prior to making payment.
1. Certificate of claims payment (lien waiver).
2. Affidavit of payment of state taxes (MN State Tax Form IC 134).
3. Letter of consent from surety firm.
CONTRACTOR: BURSCHVILLE CONSTRUCTION, INC.
Certification by Contractor: IX
ify that all items and amounts are correct for the work completed to date.
® -171
ENGINEER: HAKANSON ANDERSON
Certification by_Tm6neer: Wg recomme9d 'ayment for work and quantities as shown.
f 4:,
Title: �_; e
OWNER: CITY OF OTSEGO
Date
S:\MunicipaNAOTSEGO13931PAY ESTIMATES\OT393 PE.xlsx PE -3
$ 674,797.43
$ 67,711.20
$ 23,229.00
$ 124,623.00
$ 14,666.33
$ 805,025.96
$ 17,631.25
$ 533,061.55
$ 66,771.33
$ 23,789.20
$ 132,621.50
$ 17,631.25
$ 773,764.82
$ 773,764.82
$ 111,009.40
$ 129,160.66
$ 165,296.87
$ 243,159.26
$ 23,697.31
$ 101,462.33