CR 11-006 Authorize Final Payment 2008 Street and Utiltiy Improvements Project 07-10G�TY OF
• yOPKINS
January 18, 2011
Authorize Final Payment
2008 Street and Utility Improvements
City Proiect 07-10
Proposed Action
Council Report 2011-006
Staff recommends approval of the following motion: adopt Resolution 2011-003, accepting
work and ordering _f nal payment 2008 Street and Utility Improvements, City Project 07-10.
Overview
The contractor has completed all work detailed in the contract as well as any punch list items to
the City's satisfaction. This action completes an assessable street project. Staff recommends
approval of Resolution 2011-003 accepting work and ordering final payment in the amount of
$55,689.90.
Primary Issues To Consider
• Accepting work and final payment
• • Resolution 2004-003
Supporting Documents
• Resolution 2011-003
• Engineer's recommendation for final payment
• Final pay request
R. Bradford, P.E.
City Engineer
Financial Impact: $986,942.54 Budgeted Y/N Y Source: Special Assessments, PIR
Utility funds Related Documents (CIP, ERP, etc.): CIP Feasibility Study
Notes:
•
\\Lisa\engineering\Council Reports\2011\CR2011-006 Authorize Final Payment 08 Street Recon.doc
----- -------------- ......
• BO L_TON 8,. M F—=, N K , i N C®
Consulting Engineers & Surveyors
�� 12224 Nicollet Avenue • Burnsville, MN 55337
Phone (952) 890-0509 • Fax (952) 890-8065
www.bolton-menk.com
December 28, 2010
Mr. John Bradford, P.E.
City of Hopkins
1010 18t Street South
Hopkins, MN 55343
Re: Pay Estimate No. 8 and FINAL
2008 Street & Utility Improvements
City of Hopkins, Minnesota
SAP 132-350-001
BMI Project No. T16.022221
Dear Mr. Bradford:
Enclosed, please find three (3) signed copies of Pay Estimate No. 8 and FINAL for the above referenced
project. Also enclosed is a copy of Consent of Surety, IC -134 forms and lien waiver forms as required for
project closeout.
Please sign all copies of the pay estimate. Keep one copy for your file, return one signed copy to me for our
files and return one signed copy to Valley Paving, Inc. along with final payment.
When I receive our signed copy of the .final pay estimate I can prepare the final paperwork to complete
project closeout with MnDOT State Aid.
If you have any questions, please call (952) 890-0509.
Sincerely,
& MEIN
Rippke, P.E.
Project Engineer
Cc: Marcus Thomas, P.E., Project Manager
Mike Waltman, E.I.T., RPR
Enclosures
DESIGNING FOR A BETTER TOMORROW
Bolton & Menk is an equal opportunity employer.
.. •.e.,a.er..«<r+-m,erceca-:a-rac...—. rrr �<
±.'�.r..___Wrr }� _��-___ __rr_.r- :-r_--..____ ��._. �:':.-:.•:.: r........:.d �.1:'. �:'.'rr: _-�.Irrir._�fi_rrrrrrrrrri_r ____:s �_....- s.. ...___ _..
CONTRACTOR RECAPITULATION
2008 STREET & UTILITY.IMPROVEMENTS
CITY OF HOPKINS
S.A.P. 132-360-001.
CITY PROJECT NO. 07-10
BMI PROJECT NO. T16.022221
August. 3, 2010
TOTAL, COMPLETED WORK TO DATE $ 987,077.79
RETAINED PERCENTAGE 0% $ -
TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $ (135.25)
(sprinkler repair due to sodding damage al 225 Campbell Dr.)
NET AMOUNT DUE TO CONTRACTOR TO DATE $ 986,942.54
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $ 931,252.64
PAY CONTRACTOR PER ESTIMATE NO. 8 & FINAL $ 55,689.90
CERTIFICATE FOR FINAL PAYMENT
I hereby certify that, to the best of my knowledge and belief, all items, quanitities, and prices of work and
material shown on the Estimate are correct and that all work has been performed in full accordance with
the terms and conditions of the Contract for this project between the Owner and the undersigned
Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct
statement of the contract amount for the Final Estimate, that the provisions of M.S. 290.92 have been
compiled with and that all claims against me by reason of the Contract have been paid or satisfactorily.
secured.
CONTRACTOR: VALLEY PAVINqX4111C., 8800 Avenue East, Shakopee, MN 55379
BY:
,Pres.
Nam chard . Carron Title
DATE: 8/9/2010
APPROVED:
Contractor's Surety
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
BOLTON & MENK INC., 12224 Nicollet Avenue, Burnsville, MN 55337
BY: ,.PROJECT ENGINEER
S rah E. ippke, P.E.
DATE:
APPROVED FOR YMENT:
OWNER: CITY OF HOPKINS, 1010 1st Street South, Hopkins, MN 55343
BY:
Name Title
•
CONTRACTOR'S PAY. ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS .
CITY OF HOPKINS, MN
SDLP. 132350-001
CITY PROJECT NO. 07-10
BMI PROJECT NO. T16.022221
PAY ESTIMATE NO. 8 & FINAL
WORK COMPLETED THROUGH FINAL
Page 1
CONTRACTOR'S PAY ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
S.A.P. 132-350-001
CITY PROJECT NO. 07-10
BMI PROJECT NO.716.022221
PAY ESTIMATE NO. 8 & FINAL
WORK COMPLETED THROUGH FINAL
LINE;
-
.
-
ITEM
UNI
PSE .
.ESTIMATED
BID
QUANTITY
� .
UNIT., :..
BID
AM.fN1NT�.
-QUANTITY
PREVIOUS .:
.:Ei?RMATE
AMOUNT
PREVIOUS
AtWRMAME.
OUANM
. COMPLETED
TO DATE
AMOUNT
THIS
ESTIMATE-
45
2503.803
CONSTRUCT 10" INSIDE DROP
41228.87
0
LIN FT
50.00
$
$
-
46
2503.803
8" PVC PIPE SEWER(SANITARY)
520.34
0
UN FT
41010
$
It
-
47
2503.603
10"PVC PIPE SEWER(SANITARY)
$44.75
0
LIN FT
$0.00
S
-
$
48
2503.603
C PVC SANITARY SERVICE PIPE
$20.34
0.
UN FT:
$0.00
$
-
-
49
2503.603
W DUCTILE IRON PIPE SEWER CL M
"SAID
0
LIN FT
$0.00
$
50
2503.603
1 LINING SEWER PIPE r ITAR
$33.06
0
LIN FT
$0.00
-
$
51
2503.608
DUCTILE IRON FITTINGS
$4.58
0
POUND
50.00
$
-
- $
52
2504AM
CONNECT TO EXISTING WATERMAIN -
$356.01
0
EACH
$0.00
$
s-
53
2504.602
HYDRANT
$2,797.281
0
EACH. 1
50.00
$
$
-
54
2504.602
ADJUST GATE VALVE BOX
$162.38
0
EACH
$0.00
$
-
$
-
55
2504.502
1" CORPORATION STOP
41111.89
0
EACH
$0.00
-
-
56
2504.502
6" GATE VALVE AND BOX
$935.81
0
EACH
$0.00
$
-
57
2504.502
8" GATE VALVE AND BOX
51.220.83
0
EACH
$0.00
-
$
-
58
2504.602
1T GATE VALVE AND BOX
51 7.82
0
EACH
$010
$
$
-
59
2504.602
1 -CURB STOP 8. BOX
$187.84
0
EACH
$0.00
$
$
-
60
2504.602
SALVAGE SPRINKLER HEAD
$32.47
0
EACH
410.00
$
$
-
61
2504.802
INSTALL SPRINKLER HEAD
554.12
0
EACH
$0.00
$
$
-
62
2504.603
1- TYPE K COPPER PIPE
4125.43
0
LIN FT
$0.00
$
$
-
63
2504:603
W WATERMAIN DUCTILE IRON CL 52
$35.60
0
LIN FT
$0.00-
84
2504.603
8" WATERMAIN DUCTILE IRON CL 57
$45.77
0
LIN FT
410.00
-
$
-
55
2504.504
4" POLYSTYRENE INSULATION -
413.05
200
SO FT
$610.00
S0 $
152.50
50 $
152.50
68
2506.502
CONST DRAINAGE STRUCTURE DES 48.4020
$1.04162
3
EACH
S3127.85
.3W273
- 3
3 127.86
67
2505.502
CONST DRAINAGE STRUCTURE DES 46.4071
51 937.75
2
EACH
S3 875.50
- 2
2
3 875.50
88
2508.502
CONST DRAINAGE STRUCTURE DES 60.4020
$2 639.82
1
EACH
639.62
1
169
2506.502
CONST DRAINAGE STRUCTURE DES 50.4022
$2 542.99
1
EACH
S2 542.99
1
9
1
270
2506502
CONST DRAINAGE STRUCTURE DES 66-4022
$2 33954
1
EACH
$2 339.54
14
1
2 339.54
71
2506502
CONST DRAINAGE STRUCTURE DESIGN SPECIAL DESIGN R-1 7(3'
Sam
18
EACH
1112 358.98
- 188
18
12 358.98
72
2506.503
RECONSTRUCT DRAINAGE STRUCTU E
8966.34
6
EACH
$5 798.04
1
4
1 $
966.34
73
2508.576
CASTING ASSEMBLY R4W V STORM SEWER
555010
23
EACH
51 650.00
- 22
12 100.00
12 100.00
74
2506516
CASTING ASSEMBLY (R403 -JH STORM SEWER
S1 .78
1
EACH
S1 .78
$
$
-
75
2606515
CASTING ASSEMBLY -1733 STORM SEWER
$525.00
19
EACH
$11,07&00
18
11 250.00
18 $
11 250.00
75
2506516
CASTING ASSEMBLY R-1733 SANITARY SEWER
5625.00
0
EACH
410.00
$
77
2505572
ADJUST FRAME & RING CASTING
$285.00
3
EACH
$655.00
5
1,425.00
5
1,425.00
Ta
2506J602
INSTALL MANHOLE (SANITARY)
$2 4155s
0
EACH
$0.00
$
-
79
250SAM
LINE DRAINAGE STRUCTURE SANITARY MANHOLE
115 899.73
0
EACH
$0.00
$
-
80
2&ZAW
RECONSTRUCT SANITARY MANHOLES
$3.000.72
0
EACH
$0.00
$
81
2521501
4- CONCRETE WALK
$325
13618
SO FT
344.38&16
17431 $
56 825.08
17431
56 825.06
82
2531.501
CONCRETE CURB& GUTTER DESIGN 9518
$11.01
4427
LIN FT
$4874127
4205
46 7.05
4205
46297.05
83
2531.501
CONCRETE CURB & GUTTER DESIGN 8815 tspar REPAIR
$14A2
707 1
LIN FT
$10.336.34
656 $
9,590.72
658 $
9,590. L2 590.72
84
2531507
6" CONCRETE DRIVEWAY PAVEMENT 1D
54924
394
BD YO
4119100.66
375 $
1.8 465.00
375
18 465.00
85
2531.507
Y CONCRETE DRIVEWAY PAVEMENT(COMMERCIAL)
$56.31
.82
SO YD
$017.42
28 $
1,576.68
28 $
1,57&N
86
2531.802
PEDESTRIAN CURB RAMP
$34.85
20
EACH
56 .
$
768.70
22
� 766.70
87
2583.801
TRAFFIC CONTROL.
$5000.00
052
LUMP SUM
$410&00
0.82 $
4,100.00
0.82
4,100.
Be
2564.802
TRAFFIC SIGN WITH POST 11.1 -
5183.08
1
EACH
$183.06
1 $
183.08
1
183.06
89
2564.802
ITRAFFIC 64H WITH POST CM 1-1 W'AW with W16-70 FLUORESCENT)
smml
2
1 EACH I
SM121
21.$
530,121
2 $
539.12
Page 2
CONTRACTOR'S PAY ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
S.A.P. 132360-001
CITY PROJECT NO. 07-10
BMI PROJECT NO. 716.022221
PAY ESTIMATE NO. 8 & FINAL
INORKCOMPLEMTHROU.GH,. r FINAL
Papa 3
CONTRACTOR'S PAY ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
SAP.132-350-001
CITY PROJECT NO.0740
BMI PROJECT NO. T16.022221
FAY ESTIMATEAO:.. 8 & FINAL
WORk COMPLETED THROUGH FINAL
Pape 4
CONTRACTOR'S PAY ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKJNS, MN
SA.P. 132350-001
CITY PROJECT NO ' 07-10
BMI PROJECT NO. T1 6.022221
PAY ESTIMATE NO. 8 & FINAL
WORK COMPLETED THROUGH FINAL
LINE
.m.
ITEM
UNIT
PRICE
ESTIMATED
SO)
QUANTITY
UNIT
BID
AMOUNT
QUANTITY
PREVIOUS
ESTIMATE.
AMOUNT
PREVIOUS
ESTIMATE
QUANTITY
COMPLETED
TO -DATE
AMOUNT
THIS
ESTIMATE
68 -
2505.502
CONST DRAINAGE STRUCTURE DES 604020
$2,839.62
0
EACH
50.00
$
-
$
69
2505.502
CONST DRAINAGE STRUCTURE DES 604022
$2,542.99
a
EACH
$0.00
$
. -
$
70
2506.502
CONST DRAINAGE STRUCTURE DES 66-4022
$2,339.54
a
EACH
$0.00
$
-
$
71
2505-502
CONST DRAINAGE STRUCTURE DESIGN SPECIAL (DESIGN R-1) (2'X3')
11686.61
0
EACH
$0.00
$
-
$
72
2606-503
RECONSTRUCT DRAINAGE STRUCTURE
$906.34
0
EACH
$0.00$
-
$
73
1 2506.510
ICASTING ASSEMBLY (8-3067 V STORM SEWER)
$550.001
1
EACH 1
$550.00
- $
-
$
74
2506-516
ICASTING ASSEMBLY (R -6563 -JH STORM SEWER)
$1260.78
0
EACH
30.00
$
-
$
75
2506.518
CASTING ASSEMBLY (R-1733 STORM SEWER )
$625.00
0
EACH
$0.00
$
-
$
76
2506.516
CASTING ASSEMBLY (R-1733 SANITARY SEWER)
$625.00
is
EACH
$10,000.00
19 $
11,875.00
19 $
11,875.00
77
2508.522
ADJUST FRAME & RING CASTING
$285.00
1
EACH
5285.00
1 $
285.00
1 $
285.00
73
2506.602
INSTALL MANHOLE rwrrARY)
$2.415.84
4
EACH
$9,683.36
5 $
12,079.20
5 $
12,079.20
79
2506A02
LINE DRAINAGE STRUCTURE (SANITARY MANHOLE)
55899.73
2
EACH
$11,799.46
$
$
-
so
250EL803
RECONSTRUCT SANITARY MANHOLES
53,000.72
I
EACH
$3.000.72
$
-
81
2521.501
O CONCRETE WALK
$3.261
0
-- SO FT
$0.00
1135 $
3.700.10 1
1135 S
3,700.15"
82
1 2531501
CONCRETECURB & GUTTER DESIGN Balls
$11.01
252
UN FT 1
$2 ,774.52
481 $
5 295.81
,
481 $
5,295.81
83
1 2531-501
lCONCRETE CURB & GUTTER DESIGN ESIS (SPOT REPAIR)
514.62
a
LIN FT
50.00-
$
-
$
-
84
2531.507
IS" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)
$49.24
0
SO YD
50.00_
$
$
65
2531-507
Ir CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)
1156.31
0
SQYD
$0.00
S
$
86
2531-502
PEDESTRIAN CURB RAMP
534.85
0
EACH
$0.00
$
$
87
2583.601
TRAFFIC CONTROL
55.000.00
0.18
LUMP sum
$900.00
0.18 $
900.00
0.18
900.00
as
2564.502
TRAFFIC SIGN WITH POST (m m. 3v)M
11183.08
0
EACH
$0.00
$
-
so
2564-802
TRAFFIC SIGN WITH POST (WI 1-1, 30')W with W167A FLUORESCENT)
5286.56
0
EACH
$0.60
$
-
$
go
2564-502
TRAFFIC SIGN WITH POST (R8,U 24- x 24-1
$127.15
0
EACH
$0.00
$
-
$
91.
2573502
SILT FENCE, TYPE PREASSEMBLED
$2.39
a
UN FT
$0.6D
92
2573.530
STORM DRAIN INLET PROTECTION
$97.42
a
EACH
$0.00
$
.93
2671-506
DECIDUOUS SHRUB 7 HT US I (BOXWOOD )
$23.39
0
SHRS
wOD
2 $
46.78
2 $
46.78
94
1 2571=
IDECIDUOUS SHRUB W HT US (LMAQ
$7323
is
SHRB
S1,171.68
19 $
1,391.37,
19 $
1,391 -37
95
1 2571=
1 DECIDUOUS TREE r HT Sall (SUGAR MAPLE)
3198,35
0
TREE
WOO
1 $
198.35
1 $
198.35
go
2571.502
DECIDUOUS TREE W MT IMIS (VVHlTE OAX)
$239.04
0
TREE
$0.00
9 S
2,151.36
9 $
2,151.36
97
2511-1
TRANSPLANT TREE (SPADE SrZE S(n
3305,15
0
TREE
$0.00
$
-
$
-
98
2575'.505
SODDING TYPE LAwN
$4.33
ISO
soyb
11179.40
209 $
904.97
287 $
1,24271
so
2582.501
PAVT MSSG (LT ARRM EPDXY
$147.48
0
EACH
som
$
100
2582-501
PAVT MSSG (RT ARROW) EPDXY
$147.49
0
EACH 1
$0.00
101
2582-501
PAVT MSSG,IL-THRU ARROW) EPDXY
$228.87
0
EACH
$0.00
$
102
2582.501
PAVT MSSG NANDICAPPED SYMBOU EPDXY
5101.72
0
EACH
$om
103
2582.501
PAVT mssG fBiKEm POLY PREF
$1,724.14
0
EACH
SO.001
$
I 104
1 2582.502
WSOLIOUNE WHIT&EPDXY
53.41
0
LIN Fr
$0.00
$
105
2582-509
e BROKEN LINE YELLOW-EPDXY
sow
0
LIN Fr
$0,00
105
ME.-
Ir DOUBLE SOLID LINE YELLOW-EPDXY
1
Ili=
a
LIN Fr
SO.00
i4
$
107
-Too-
CROSSWALK MARIONG-POLY PREFORM
1. 54
0 -
SO Fr
$'.'
:$229,
$
------
25MM
CROSSWALK MARWJGZ-OXY
I WWI
0
1 50 FT
$0.00
$
109
2531-804
Ir CONCRETE VALLEY GUTTER
1 $54.071
0
1 so Yo
So
SO.00
$
48
$
1486.63
SUBTOTALNON-PARTICIPATING
821020
$
221,M.92 1
$
224,296.14
ISUPPLEMENTAL AGREEMENT NO. I - PARTICIPATING
pap s
Z -
I
•
CONTRACTOR'S PAY ESTIMATE
2008 STREET & UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
SAP. 132350-001
CITY PROJECT NO. 0740
BMI PROJECT NO. T16.022221
PAY ESTIMATE NO.
WORK GOMRLETED THROUGH.
8 & FINAL
FINAL .
•
Page 6
4
•
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2011-003
RESOLUTION ACCEPTING WORK AND ORDERING FINAL PAYMENT
2008 STREET AND UTILITY IMPROVEMENTS PROJECT 07-10
WHEREAS, pursuant to a written contract signed with the City on June 18, 2008, Valley
Paving Inc., has satisfactorily completed construction of the 2008 Street and Utility Improve-
ments Project, commonly known as City Project 07-10, in accordance with such contract.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hopkins,
Minnesota, that:
1. The work completed under said contract is hereby declared accepted and approved.
• 2. Order for final payment on such contract is hereby ordered, taking the contractor's receipt
in full
Adopted by the City Council of Hopkins, Minnesota, this 18r' day of January 2011.
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk