HomeMy WebLinkAbout2007-051 Council Resolution•
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Council Member Stoltz introduced the following resolution and moved its adoption:
CITY OF LINO LAKES
RESOLUTION NO. 07 -51
RESOLUTION APPROVING JOINT POWERS AGREEMENT
WITH COUNTY OF ANOKA
LAKE DRIVE /I -35W INTERCHANGE RECONSTRUCTION
WHEREAS, Minnesota Statutes, Section 471.59, authorizes political subdivisions to
enter into Joint Powers Agreements, and
WHEREAS, the City of Lino Lakes and the County of Anoka agree that it is in the best
interest of the traveling public to reconstruct the interchange of I -35W and County State
Aid Highway 23 (Lake Drive) as soon as possible;
WHEREAS, said parties mutually agree that the interchange at I -35W and County State
Aid Highway 23 (Lake Drive) is in need of reconstruction; and
WHEREAS, the parties agree that it is in their best interest that the cost of said the final
design study be shared,
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
LINO LAKES, MINNESOTA:
1. That the City Council hereby approves the Joint Powers Agreement with the
County of Anoka for the Reconstruction of the Interchange of County State Aid
Highway 23 (Lake Drive) and I -35W and authorize the Mayor and City Clerk to
execute said agreement on behalf of the ity.
Bartell, Cit� CIer
J. Be+Keson, Mayor
Adopted by the Lino Lakes City Council this 9th day of April, 2007.
The motion for the adoption of the foregoing resolution was duly seconded by Council
Member Carlson and upon vote being taken thereon, the following voted in
favor thereof:
Stoltz, Carlson, O'Donnell, Reinert, Bergeson
The following voted against same:
none
Whereupon said resolution was declared duly passed and adopted.
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STAFF ORIGINATOR:
CITY COUNCIL
MEETING DATE:
TOPIC:
AGENDA ITEM 6A
Michael Grochala
April 9, 2007
Consideration of Resolution No. 07 -51
Approving Joint Powers Agreement with Anoka
County for Construction - Lake Drive /I35W
Interchange
ACTION REQUIRED: Simple Majority
BACKGROUND
In addition to previous funding for preliminary and final design, Anoka County has
committed to $3,700,000 for the reconstruction of the Lake Drive Interchange. The
Joint Powers Agreement with Exhibit A provides for the funding in accordance with the
terms set forth in the agreement. Anoka County's total participation in the project,
including design, is $4,069,148.00
With the execution of the agreement, all the agency funding will be in place for the
project. The total estimated project cost, including engineering, land acquisition and
contingency is $10,349,000. Funding for the project is as follows:
City of Lino Lakes
Anoka County
State of Minnesota
$5,303,842
$4,069,148
$ 976,000
Letting for the project is currently scheduled for April 26. Construction is anticipated to
start in mid May.
RECOMMENDATION
Staff is recommending approval of the JPA with Anoka County.
ATTACHMENTS
1. Resolution No. 07 -51
2. Joint Powers Agreement (Including Exhibit A)
•
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Anoka County Contract No.
JOINT POWERS AGREEMENT
FOR THE RECONSTRUCTION OF
COUNTY STATE AID HIGHWAY 23 (LAKE DRIVE) AND I- 35W INTERCHANGE
COUNTY PROJECT NO. S.A.P. 02- 623 -13
CITY PROJECT NO. S.A.P. 210 - 020 -04
THIS AGREEMENT is made and entered into this day of
2007, by and between the County of Anoka, a political subdivision of the State of Minnesota,
2100 Third Avenue, Anoka, Minnesota 55303, hereinafter referred to as "County ", and the
City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, Minnesota 55014, hereinafter
referred to as the "City ".
WITNESSETH
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling
public to reconstruct the Interchange of I -35W and County State Aid Highway 23 (Lake Drive);
and,
WHEREAS, said parties mutually agree that the interchange at I -35W and County State
Aid Highway 23 (Lake Drive) is in need of reconstruction; and,
WHEREAS, Anoka County has jurisdiction over County State Aid Highway 23 (Lake
Drive.); and,
WHEREAS, the Minnesota Department of Transportation (MnDOT) has jurisdiction over
I -35W; and,
WHEREAS, the parties have entered into a separate agreement for interchange study,
preliminary design and project memorandum (Anoka County Contract No. 2005 -0528) and final
design and right of way acquisition (Anoka County Contract No. 2005- 0537); and,
WHEREAS, the parties have entered into agreement No. 90500M with MnDOT for
signal maintenance at the I -3 5 W ramp termini; and,
WHEREAS, the parties agree that it is in their best interest that the cost of said
reconstruction be shared; and,
WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter
into joint powers agreements for the joint exercise of powers common to each.
NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED:
1
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I. PURPOSE
The parties have joined together for the purpose of the reconstruction of the interchange
of I -35W and County State Aid Highway 23 (Lake Drive) including the bridge over I -35W,
herein known as the Project The County project number for the reconstruction is S.A.P. 02 -623-
13. The City Project No. is S.A.P. 210 - 020 -04. Said engineering plans will be filed in the office
of the Anoka County Highway Department and incorporated herein by reference.
II. METHOD
A. Construction
The City shall provide all construction- engineering services and shall cause the
construction of the Project in conformance with said plans and specifications. The City shall do
the calling for all bids and the acceptance of all bid proposals.
III. COSTS
A. The contract cost of the work, or if the work is not contracted, the cost of all
labor, materials, normal engineering costs and equipment rental required to complete the work
shall constitute the actual "construction costs" and shall be so referred to herein. "Estimated
costs" are good faith projections of costs which will be incurred for the Project. Actual costs
may vary from the estimated costs and actual costs are what the parties are responsible for.
B. Participation in the cost of construction is as follows:
1. The County shall pay for the following items up to a total capped amount of
$3,700,000:
• Twenty -five percent (25 %) of signal systems A, B, C, and D
• One hundred percent (100 %) of traffic control interconnect
• One hundred percent (100 %) of Bridge No 02817
2. The City shall pay for all remaining items including the cost of the items shown
above in excess of $3,700,000.
3. The City shall pay for all construction engineering costs of the project.
C. The estimated construction costs for the Project is shown in the attached Exhibit
A.
D. Upon award of the contract, the County shall pay to the City, upon written
demand by the City, ninety -five percent (95 %) of its portion of the construction cost estimated at
$3,515,000.00.
2
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E. Upon final completion of the Project, the County's share of the construction cost
will be based upon actual construction costs. The remaining five percent (5 %) of the County's
portion of the construction costs shall be paid up to a total County contribution of $3,700,000.00.
IV. TERM
This Agreement shall continue until terminated as provided hereinafter.
V. DISBURSEMENT OF FUNDS
All funds disbursed by the County or City pursuant to this Agreement shall be disbursed
by each entity pursuant to the method provided by law.
VI. CONTRACTS AND PURCHASES
All contracts let and purchases made pursuant to this Agreement shall be made by the
City and County in conformance to the State laws.
VII. STRICT ACCOUNTABILITY
A strict accounting shall be made of all funds and report of all receipts and shall be made
upon request by either party.
VIII. TERMINATION
This Agreement may be terminated by either party at any time, with or without cause,
upon not less than thirty (30) days written notice delivered by mail or in person to the other
party. If notice is delivered by mail, it shall be deemed to be received two days after mailing.
Such termination shall not be effective with respect to any solicitation of bids or any purchases
of services or goods, which occurred prior to such notice of termination. The County shall pay
its pro rata share of costs, which the City incurred prior to such notice of termination.
IX. SIGNALIZATION POWER
The City shall at their sole expense, install or cause the installation of an adequate
electrical power source to the service cabinets for Signal Systems A, B, C, and D, including any
necessary extension of power lines. The City shall be the lead agency in this matter. Upon
completion of said traffic control signal installation, the ongoing cost of the electrical power to
the signal shall be the sole cost and expense of the City.
X. MAINTENANCE
A. Maintenance of the completed watermain, sanitary sewer, storm sewer,
detention basins (including ponds and their outlet structures and grit chambers /collectors) shall
be the sole obligation of the City.
3
• B.
the sole responsibility Maintenanof the City. ce of all trails and sidewalks, including snow plowing, shall be
C. Maintenance of streetlights and cost of electrical power to the streetlights
shall be the sole obligation of the City.
D. Maintenance of the completed signal and signal equipment shall be per
MnDOT agreement 90500M and the following:.
E. The County shall maintain the traffic signal controller, traffic signal and
pedestrian indications, loop detectors and associated wiring of the said traffic control signal at
the sole obligation of the County.
F. Painting of the traffic signal shall be the sole obligation of the County.
Any variation of painting color standards will be billed to the City.
G. Timing of the traffic signal shall be determined by the County.
H. Only the County shall have access to the controller cabinet.
I. The traffic control signal shall be the property of the County.
• J. The City shall be responsible for maintenance of the luminaries, luminaire
relamping, and luminaire painting.
•
K. All maintenance of the EVP System shall be completed by the County.
The City shall be billed by the County on a quarterly basis for all incurred costs for maintenance
of EVP system on signal systems A and D.
L. EVP Emitter Units may be installed on and used only by Emergency
Vehicles responding to an emergency as defined in Minnesota Statutes §169.01, Subdivision 5,
and § 169.03. The City shall provide a list to the County Engineer, or the County's duly
appointed representative, of all such vehicles with emitter units on an annual basis.
County.
M. Malfunctions of the EVP System shall be immediately reported to the
N. All timing of said EVP System shall be determined by the County.
O. In the event said EVP System or components are, in the opinion of the
County, being misused, or the conditions set forth are violated, and such misuse or violation
continues after receipt by the City, written notice thereof from the County, the County shall
remove the EVP System. Upon removal of the EVP System pursuant to this paragraph, the field
wiring, cabinet wiring, detector receiver, infrared detector heads and indicator lamps and all
other components shall become the property of the County.
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IX. NOTICE
For purposes of delivery of any notices herein, the notice shall be effective if delivered to
the County Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on
behalf of the County, and to the City Administrator of Lino Lakes, 600 Town Center Pkwy, Lino
Lakes, MN 55014, on behalf of the City.
X. INDEMNIFICATION
The City and County mutually agree to indemnify and hold harmless each other from any
claims, losses, costs, expenses or damages resulting from the acts or omissions of the respective
officers, agents, or employees relating to activities conducted by either party under this
Agreement.
XI. ENTIRE AGREEMENT REQUIREMENT OF A WRITING
It is understood and agreed that the entire agreement of the parties is contained herein and
that this Agreement supersedes all oral agreements and all negotiations between the parties
relating to the subject matter thereof, as well as any previous agreement presently in effect
between the parties to the subject matter thereof. Any alterations, variations, or modifications of
the provisions of this Agreement shall be valid only when they have been reduced to writing and
duly signed by the parties.
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• IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on
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the dates written below.
COUNTY OF ANOKA CITY OF LINO LAKES
By: By:
Dennis D. Berg, Chair John Bergeson
County Board of Commissioners Mayor
Dated: Dated:
ATTEST
By: By:
Terry L. Johnson Gordon Heitke
County Administrator City Administrator
Dated: Dated:
RECOMMENDED FOR APPROVAL
By: By:
Douglas W. Fischer, P.E. Michael Grochala
County Engineer Community Development Director
Dated: Dated:
APPROVED AS TO FORM
By: By:
Dan Klint
Assistant County Attorney Its: City Attorney
Dated: Dated:
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EXHT A
CSAH 23 (Lake Drive) and 1 -3 terchange Reconstruction.
SAP 02- 623 -13 d 210- 020 -04
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ITEM NO.
ITEM
UNIT
UNIT PRICE
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED COST
CITY OF LINO LAKES
S.A.P. 210 -020 -04
ANOKA COUNTY
S.A.P. 02- 623 -13
STORM
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED
COST
2021.501
MOBILIZATION
LUMP SUM
$30,000
1
$30,000
1
$30,000
2031.503
FIELD OFFICE TYPE DX
EACH
310,000
1
510,000
1
510,000
2101.501
CLEARING
ACRE
51,500
1.47
$2,205
1.47
$2,205
2101.502
CLEARING
TREE
5100
69
$6,900
69
36,900
2101.506
GRUBBING
ACRE
51,700
1.47
$2,499
1.47
$2,499
2101.507
GRUBBING
TREE
5100
69
$6,900
69
$6,900
2102.502
PAVEMENT MARKING REMOVAL
LIN FT
$0.80
6500
$5,200
6500
$5,200
2103.501
BUILDING REMOVAL A
LUMP SUM
$20,000.00
1
520,000
1
$20,000
2103.501
BUILDING REMOVAL B
LUMP SUM
$3,000.00
1
53,000
1
$3,000
2103.505
DISCONNECT SEWER SERVICE
EACH
5410.00
1
5410
1
$410
2103.507
DISCONNECT WATER SERVICE
EACH
$600.00
1
$600
1
$600
2104.501
REMOVE CONCRETE FLUME
LIN FT
$8.00
10
380
10
$80
2104.501
REMOVE INTEGRANT CURB
LIN FT
$5.50
3907
321,489
3907
$21,489
2104.501
REMOVE BITUMINOUS CURB
- LIN FT
$5.50
190
$1,045
190
$1,045
2104.501
REMOVE CURB AND GUTTER
LIN FT
$2.00
1027
$2,054
1027
$2,054
2104.501
REMOVE METAL CULVERT
LIN FT
55.00
362
$1,810
362
$1,810
2104.501
REMOVE CHAIN LINK FENCE
LIN FT
$3.25
1431
$4,651
1431
$4,651
2104.501
REMOVE GUARD RAIL- PLATE BEAM
LIN FT
$2.00
895
$1,790
895
$1,790
2104.501
REMOVE ARMORED CABLE
LIN FT
$2.00
3270
$6,540
3270
$6,540
2104.501
REMOVE WATER SERVICE PIPE
LIN FT
$7.00
45
$315
45
$315
2104.501
REMOVE CONDUIT
LIN FT
$2.00
450
$900
450
$900
2104.503
REMOVE CONCRETE WALK
SQ FT
$0.50
2690
51,345
2690
$1,345
2104.503
REMOVE BITUMINOUS PAVEMENT
SQ FT
30.25
73064
$18,266
73064
$18,266
2104.503
REMOVE PAVEMENT
SQ FT
$0.70
103770
$72,639
103770
$72,639
2104.509
REMOVE SEPTIC TANK
EACH
$950.00
1
3950
1
5950
2104.509
REMOVE LIGHTING UNIT
EACH
$350.00
4
$1,400
4
51,400
2104.509
REMOVE EQUIPMENT PAD
EACH
$250.00
1
5250
1
$250
2104.509
REMOVE HANDHOLE
EACH
3200.00
2
$400
2
5400
2104.509
REMOVE LIGHT STANDARD BASE
EACH
$300.00
4
$1,200
4
$1,200
2104.509
REMOVE DELINEATOR
EACH
$20.00
1
$20
1
$20
2104.509
REMOVE MARKER
EACH
$20.00
1
$20
1
$20
2104.509
REMOVE SIGN TYPE C
EACH
$25.00
10
$250
10
5250
2104.509
REMOVE SIGN TYPE D
EACH
$40.00
8
5320
8
5320
2104.511
SAWING CONCRETE PAVEMENT (FULL DEPTH)
LIN FT
36.00
106
$636
106
$636
2104.513
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$3.00
528
$1,584
528
$1,584
2104.523
SALVAGE SIGN TYPE C
EACH
$35.00
42
$1,470
42
$1,470
2104.523
SALVAGE SIGN TYPE SPECIAL
EACH
$50.00
2
$100
2
$100
2104.523
SALVAGE SERVICE CABINET
EACH
$300.00
1
3300
1
$300
2104.525
ABANDON WELL
EACH
$900.00
1
$900
1
$900
2104.601
HAUL SALVAGED MATERIAL
LUMP SUM
52,000
1
$2,000
1
$2,000
2105.501
COMMON EXCAVATION
CU YD
$3.50
33822
$118,377
33822
3118,377
2105.507
SUBGRADE EXCAVATION
CU YD
$4.00
11640
$46,560
11640
346,560
2105.522
SELECT GRANULAR BORROW (CV)
CU YD
37.00
15938
5111,566
15938
3111,566
2211.503
AGGREGATE BASE (CV) CLASS 5
CU YD
315.00
10930
$163,950
10930
3183,950
2211.503
AGGREGATE SHOULDERING (CV) CLASS 5
CU YD
515.00
68
3985
66
5985
2301.553
BRIDGE APPROACH PANELS
SQ YD
$120.00
1371
$164,520
1371
$164,520
2350.501
TYPE LV 3 WEARING COURSE MIXTURE (B)
TON
$50.00
261
$13,069
281
$13,089
2357.502
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.00
5466
$5,466
5466
$5,466
2360.501
TYPE SP 12.5 WEARING COURSE MIX (4,F)
TON
$45.00
8248
$371,181
8248
$371,181
2360.502
TYPE SP 12.5 NON WEAR COURSE MIX (4,C)
TON
$45.00
5397
3242,846
5397
$242,846
2411.501
STRUCTURAL CONCRETE (3Y46)
CU YD
3300.00
3
$900
3
5900
2411.541
REINFORCEMENT BARS
POUND
$1.00
850
5850
850
3850
2411.618
MODULAR BLOCK RETAINING WALL
SQ FT
525.52
1134
$28,940
1134
528,940
2412.511
6x6 PRECAST CONCRETE BOX CULVERT
LIN FT
$400.00
64
$25,600
64
$25,600
2412.512
6x6 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
$6,000.00
2
$12,000
2
$12,000
2451.501
STRUCTURE EXCAVATION CLASS U
CU YD
$10.00
685
$6,850
685
$6,850
2501.515
12" RC PIPE APRON
EACH
$450.00
1
$450
1
$450
2501.515
18" RC PIPE APRON
EACH
$550.00
3
$1,650
3
$1,650
2501.515
24" RC PIPE APRON
EACH
$675.00
2
$1,350
2
$1,350
Z: \WORD \Projects \Lake Drive & 35W Site \Report\Exhibit A.xis
Pagel
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EXHit A
CSAH 23 (Lake Drive) and 1 -35 terchange Reconstruction.
SAP 02- 623 -13 and 210- 020 -04
•
ITEM NO.
ITEM
UNIT
UNIT PRICE
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED COST
CITY OF LINO LAKES
S.A.P. 210 -020 -04
ANOKA COUNTY
S.A.P. 02.6323 -13
STORM
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED
COST
2501.515
30" RC PIPE APRON
EACH
3800.00
1
3800
1
5800
2501.561
15" RC PIPE CULVERT DES 3006 CL V
UN FT
324.00
120
32,880
120
32880
2501.561
18" RC PIPE CULVERT DES 3006 CL V
LIN FT
326.00
25
$650
25
3650
2501.569
15" RC SAFETY APRON
EACH
$530.00
6
33,180
6
$3,180
2502.501
4" PRECAST CONCRETE HEADWALL
EACH
$100.00
20
32,000
20
32,000
2502.521
4" TP PIPE DRAIN
LIN FT
35.00
320
31,600
320
$1,600
2502.541
4" PERF TP PIPE DRAIN
LIN FT
36.00
10740
$84,440
10740
364,440
2503.541
12" RC PIPE SEWER DES 3006 Cl V
LIN FT
325.00
209
35,225
209
$5 225
2503.541
15" RC PIPE SEWER DES 3006 CL V
LIN FT
325.00
2930
$73,250
2930
373,250
$18,140
2503.541
18" RC PIPE SEWER DES 3006 CL V
LIN FT
330.00
638
$19,140
838
2503.541
21" RC PIPE SEWER DES 3006 CL V
LIN FT
$35.00
687
324,045
687
$24 045
2503.541
24" RC PIPE SEWER DES 3006 CL III
LIN FT
$40.00
292
311,680
292
$11,680
2503.541
30" RC PIPE SEWER DES 3006 CL III
LIN FT
$50.00
115
$5,750
115
35,750
2503.602
CONNECT INTO EXISTING DRAINAGE STRUCTURE
EACH
$1,000.00
1
$1,000
1
$1 ,000
2503.602
CONNECT TO EXISTING MANHOLES
EACH
$1,600.00
1
$1,600
1
$1,600
2503.602
CONNECT TO EXISTING SANITARY SEWER SERVICE
EACH
$450.00
1
$450
1
$450
2503.602
4" PIPE PLUG
EACH
340.00
1
$40
1
340
2503.602
6" PIPE PLUG
EACH
350.00
1
350
1
$50
2503.602
SEWER RISER
EACH
$10.00
2
320
2
$20
2503.603
CONSTRUCT 8" INSIDE DROP
LIN FT
360.00
11
3660
11
3660
2503.603
4" PVC SANITARY SERVIVE PIPE
LIN FT
310.00
45
3450
45
$450
2503.603
6" PVC SANITARY SERVIVE PIPE
LIN FT
312.00
14
$168
14
3168
2503.608
DUCTILE IRON FITTINGS
POUND
310.00
1030
310,300
1030
$10,300
2504.601
IRRIGATION SYSTEM
LUMP SUM
$3,850.00
1
$3,850
1
33,850
2504.602
CONNECT TO EXISTING WATER MAIN
EACH
3600.00
2
31200
2
31,200
2504.602
HYDRANT
EACH
32,000.00
1
$2,000
1
32,000
2504.602
8" PIPE PLUG
EACH
$60.00
1
$60
1
380
2504.602
1 " CORPORATION STOP
EACH
3125.00
1
3125
1
3125
2504.602
2" CORPORATION STOP
EACH
9185.00
1
3185
1
3185
2504.802
10 "X8" WET TAP
EACH
32,500.00
1
$2,500
1
32,500
2504.602
12" GATE VALVE AND BOX
EACH
$1,600.00
2
$3,200
2
33,200
2504.602
1 " CURB STOP & BOX
EACH
$140.00
1
3140
1
3140
2504.602
2" CURB STOP & BOX
EACH
3190.00
1
3190
1
3190
2504.603
1 "TYPE KCOPPER PIPE
LIN FT
$16.00
99
$1,584
99
$1,584
2504.603
2 "TYPE KCOPPER PIPE
LIN FT
$18.00
10
3180
10
3180
2504.603
6" WATERMAIN DUCTILE IRON CL 52
LIN FT
$32.00
5
3160
5
3160
2504.603
8" WATERMAIN DUCTILE IRON CL 52
LIN FT
$35.00
27
$945
27
$945
2504.603
12" WATERMAIN DUCTILE IRON CL 52
LIN FT
$40.00
340
313,600
340
313,600
2504.604
6" POLYSTYRENE INSULATION
SQ YD
$40.00
14
$560
14
3560
2506.501
CONST DRAINAGE STRUCTURE DESIGN F
LIN FT
$250.00
41
$10,293
41
$10,293
2506.501
CONST DRAINAGE STRUCTURE DESIGN G
LIN FT
3330.00
132
$43,679
132
$43,679
2506.501
CONST DRAINAGE STRUCUTURE DESIGN 72 -4020
LIN FT
3400.00
7
$2,888
7
32,888
2506.502
CONST DRAINAGE STRUCTURE DESIGN SPEC 1
EACH
32,600.00
1
$2,600
1
$2,600
2506.502
CONST DRAINAGE STRUCTURE DESIGN SPEC 2
EACH
31,800.00
1
$1,800
1
$1,800
2506.516
CASTING ASSEMBLY
EACH
3500.00
45
322,500
45
$22,500
2511.501
RANDOM RIPRAP CLASS II
CU YD
350.00
15
3750
15
3750
2511.501
RANDOM RIPRAP CLASS III
CU YD
$60.00
310
$18,607
229
$13,747
81
$4,860
2511.515
GEOTEXTILE FILTER TYPE IV
SQ YD
34.00
46
3184
46
3184
2521.501
4" CONCRETE WALK
SQ FT
32.75
28438
$78,205
28438
378,205
2521.501
6 "CONCRETE WALK
SQ FT
34.50
602
32,709
602
32,709
2531.501
CONCRETE CURB & GUTTER DESIGN 8418
LIN FT
$10.00
4270
$42,700
4270
342,700
2531.501
CONCRETE CURB & GUTTER DESIGN B424
LIN FT
$10.00
5714
$57,140
5714
357,140
2531.501
CONCRETE CURB & GUTTER DESIGN 8618
LIN FT
310.00
976
$9,760
976
$9,760
2531.618
TRUNCATED DOMES
SQ FT
345.00
164
$7,380
164
37,380
2533.507
PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337
LIN FT
39.00
1800
$18,200
1800
$18,200
2533.508
RELOCATE PORTABLE PRECAST CONCRETE BARRIER DES 8337
UN FT
33.00
400
31,200
400
31,200
2545.523
3 INCH NONMETALLIC CONDUIT
LIN FT
$8.00
160
$1,280
160
$1,280
2545.523
2 INCH NONMETALLIC CONDUIT
LIN FT
$5.00
100
3500
100
3500
2545.531
UNDERGROUND WIRE, 1 CONDUCTOR NO. 3/0
LIN FT
33.50
330
$1,155
330
31,155
2545.533
ARMORED CABLE, 4 CONDUCTOR NO. 4
LIN FT
$15.00
1975
$29,625
1975
$29,625
2545.553
HANDHOLE
EACH
3600.00
1
3600
1
3600
2545.602
SERVICE EQUIPMENT
EACH
$2,500.00
1
$2,500
1
$2,500
2545.602
ELECTRIC SERVICE
EACH
31,000.00
1
31,000
1
$1,000
2545.602
INSTALL SERVICE CABINET
EACH
$2,000.00
1
32,000
1
$2,000
2554.501
TRAFFIC BARRIER DESIGN SPECIAL
LIN FT
355.00
50
32,750
50
32,750
Z: \WORD \Projects \Lake Drive & 35W Site \Report \Exhibit A.xls
Page2
•
EXHA
CSAH 23 (Lake Drive) and 1 -3 erchange Reconstruction.
SAP 02- 623 -13 210- 020 -04
ITEM NO.
ITEM
UNIT
UNIT PRICE
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED COST
CITY OF LINO LAKES
SA.P. 210 -020 -04
ANOKA COUNTY
S.A.P. 02-623-13
STORM
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED
COST
2554.501
TRAFFIC BARRIER DESIGN 88338
LIN FT
$18.00
408
$7,344
408
$7,344
2554.521
ANCHORAGE ASSEMBLY - PLATE BEAM
EACH
$300.00
2
$600
2
$600
2554.523
END TREATMENT - TANGENT TERMINAL
EACH
$2,000.00
1
$2,000
1.0
$2,000
2554.523
END TREATMENT - FLARED TERMINAL
EACH
31,800.00
1
$1,800
1.0
$1,800
2554.602
IMPACT ATTENUATOR BARRELS
EACH
3225.00
100
$22,500
100
$22,500
2554.602
RELOCATE IMPACT ATTENUATOR BARRELS
EACH
$50.00
24
$1,200
24
$1,200
2557.501
WIRE FENCE DESIGN 60 -9320
LIN FT
$12.00
780
$9,360
780
69,380
2563.601
TRAFFIC CONTROL
LUMP SUM
$30,000.00
1
$30,000
1
$30,000
2563.602
MEDIAN BARRIER DELINEATOR
EACH
$5.00
38
3190
38
$190
2563.602
RAISED PAVEMENT MARKER TEMPORARY
EACH
$1.65
700
31,155
700
$1,155
2563.610
POLICE OFFICER
HOUR
$80.00
110
$8,800
110
$8,800
2563.613
PORTABLE CHANGEABLE MESSAGE SIGN
UDAY
$225.00
25
$5,625
25
$5,625
2564.531
SIGN PANELS TYPE C
SQ FT
$20.00
479
39,581
479
$9,581
2564.531
SIGN PANELS TYPE D
SQ FT
$20.00
254
35,070
254
35,070
2564.531
SIGN PANELS TYPE OVERLAY
SQ FT
$10.00
25
3250
25
$250
2564.537
INSTALL SIGN TYPE C
EACH
$105.00
5
$525
5
$525
2564.537
INSTALL SIGN TYPE SPECIAL
EACH
$150.00
2
$300
2
3300
2564.550
DELINEATOR TYPE X4-6
EACH
$55.00
1
$55
1
$55
2564.552
HAZARD MARKER X4 -2
EACH
$85.00
10
$850
10
3850
2564.553
CLEARANCE MARKER X4-4
EACH
3100.00
2
6200
2
3200
2565.511
TRAFFIC CONTROL SIGNAL SYSTEM A
SIG SYS
$205,200.00
1
$205,200
0.75
$153,900
0.25
$51,300
2565.511
TRAFFIC CONTROL SIGNAL SYSTEM B
SIG SYS
$160,800.00
1
$160,800
0.75
3120,600
0.25
$40,200
2565.511
TRAFFIC CONTROL SIGNAL SYSTEM C
SIG SYS
3161,700.00
1
6161,700
0.75
3121,275
0.25
$40,425
2565.601
COUNTY FURNISHED MATERIAL
LUMP SUM
365,000.00
1
$65,000
0.75
$48,750
0.25
$16,250
2565.801
EMERGENCY VEHICLE PREEMPTION SYSTEM A
LUMP SUM
$12,800.00
1
$12,800
1.0
$12,800
2565.601
EMERGENCY VEHICLE PREEMPTION SYSTEM B
LUMP SUM
$6,400.00
1
$6,400
1.0
$6,400
2565.601
EMERGENCY VEHICLE PREEMPTION SYSTEM C
LUMP SUM
$6,000.00
1
$6,000
1.0
36,000
2565.601
TRAFFIC CONTROL INTERCONNECTION
LUMP SUM
$15,500.00
1
$15,500
1.0
$15,500
2565.616
REVISE SIGNAL SYSTEM D
SYSTEM
313,200.00
1
$13,200
0.75
$9,900
0.25
$3,300
2571.501
CONIFEROUS TREE 5' HT B &B
TREE
$385.00
12
34,620
12
$4,620
2571.501
CONIFEROUS TREE 6' HT B &B
TREE
$495.00
7
33,465
7
$3,465
2571.501
CONIFEROUS TREE 7' HT B &B
TREE
$550.00
25
$13,750
25
$13,750
2571.502
DECIDUOUS TREE 1.5" CAL 8 &B
TREE
$275.00
25
$6,875
25
$6,875
2571.502
DECIDUOUS TREE 2.0" CAL B &B
TREE
$385.00
8
$3,080
8
$3,080
2571.502
DECIDUOUS TREE 2.5" CAL B &B
TREE
$440.00
12
$5,280
12
$5,280
2571.505
DECIDUOUS SHRUB 2' HT CONT
SHRUB
$55.00
81
$4,455
81
$4 455
2571.507
PERENNIALS
PLANT
322.00
173
$3,806
173
$3,806
2571.507
PERENNIAL PLUGS
PLANT
35.50
1447
$7,959
1447
$7,959
2572.501
TEMPORARY FENCE
LIN FT
32.00
250
$500
250
$500
2572.603
AQUATIC PLANT FENCE
LIN FT
32.75
883
$2,428
883
$2,428
2573.502
SILT FENCE, TYPE MACHINE SLICED
LIN FT
$3.00
9756
$29,268
9756
$29,268
2573.530
STORM DRAIN INLET PROTECTION
EACH
$200.00
43
$8,600
43
38,600
2573.540
FILTER LOG TYPE ROCK BIOROLL
LIN FT
$5.00
135
3675
135
$675
2575.501
SEEDING
ACRE
$80.00
5.0
$396
5.0
3396
2575.502
SEED MIXTURE 250
POUND
$1.75
347
$606
347
$606
2575.502
SEED MIXTURE 310
POUND
$10.00
25
$246
25
$246
2575.502
SEED MIXTURE 330
POUND
$10.00
40
$405
40
$405
2575.505
SODDING TYPE LAWN
SQ YD
$2.75
13007
335,769
13007
$35,769
2575.511
MULCH MATERIAL TYPE 1
TON
$100.00
10.0
$996
10.0
$996
2575.511
MULCH MATERIAL TYPE 7
TON
$495.00
2.0
$990
2.0
$990
2575.519
DISK ANCHORING
ACRE
365.00
5.0
$322
5.0
$322
2575.523
EROSION CONTROL BLANKETS CATEGORY 2
SQ YD
$2.20
1495
$3,289
1495
$3,289
2575.523
EROSION CONTROL BLANKETS CATEGORY 3
SQ YD
$5.00
7178
$35,890
7178
$35,890
2575.532
FERTILIZER TYPE 3
POUND
$0.50
2111
$1,055
2111
$1,055
2575.807
MULCH MATERIAL TYPE SPECIAL
CU YD
$44.00
40
$1,760
40
$1,760
2575.607
SELECT TOPSOIL BORROW (SPECIAL) LV
CU YD
325.00
81
$2,021
81
$2,021
2575.607
SELECT TOPSOIL BORROW LV
CU YD
$33.00
151
$4,983
151
$4,983
2575.608
SEED MIX SPECIAL 1
POUND
$24.00
4.5
3108
4.5
$108
2575.608
SEED MIX SPECIAL 2
POUND
$24.00
10.5
3252
10.5
$252
2575.608
SEED MIX SPECIAL 3
POUND
$24.00
30.0
$720
30.0
$720
2577.505
LIVE STAKES
EACH
31.00
454
$454
454
$454
2582.501
PAVEMENT MESSAGE (LEFT ARROW) PAINT
EACH
$80.00
7
3560
7
3560
2582.501
PAVEMENT MESSAGE (RIGHT ARROW) PAINT
EACH
$80.00
9
3720
9
3720
2582.501
PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM
EACH
$250.00
2
3500
2
$500
2582.501
PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM
EACH
$250.00
2
$500
2
$500
2582.501
PAVEMENT MESSAGE (LEFT -THRU ARROW) POLY PREFORM
EACH
$450.00
2
$900
2
3900
2582.501
PAVEMENT MESSAGE (LT ARROW) PREF THERMOPLASTIC
EACH
$250.00
17
$4,250
17
$4,250
Z: \WORD \Projects \Lake Drive & 35W Site \Report \Exhibit A.xls
Page3
EXHAIN A
CSAH 23 (Lake Drive) and 1-33111115terchange Reconstruction.
SAP 02- 623 -13 and 210- 020 -04
•
ITEM NO.
ITEM
UNIT
UNIT PRICE
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED COST
CITY OF LINO LAKES
S.A.P. 210 -020 -04
ANOKA COUNTY
S.A.P. 02- 623 -13
STORM
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED COST
ESTIMATED
QUANTITY
ESTIMATED
COST
2582.501
PAVEMENT MESSAGE (RT ARROW) PREF THERMOPLASTIC
EACH
5250.00
11
52,750
11
$2,750
2582.502
4" SOLID LINE WHITE -PAINT
LIN FT
50.06
17300
$1,038
17300
$1,038
2582.502
12" SOLID LINE WHITE -PAINT
LIN FT
$2.00
460
5920
460
5920
2582.502
4" BROKEN LINE WHITE -PAINT
LIN FT
50.15
75
$11
75
511
2582.502
4" SOLID LINE YELLOW -PAINT
LIN FT
50.08
6400
5512
6400
5512
2582.502
4" DOUBLE SOLID LINE YELLOW -PAINT
LIN FT
50.20
8400
51,680
8400
51,680
2582.502
4" SOLID LINE WHITE -EPDXY
LIN FT
50.20
12200
52,440
12200
$2,440
2582.502
24" SOLID LINE WHITE -EPDXY
LIN FT
58.50
150
51,275
150
51,275
2582.502
4" BROKEN LINE WHITE -EPDXY
LIN FT
$0.40
880
5352
880
5352
2582.502
8" DOTTED LINE WHITE -EPDXY
LIN FT
51.00
70
$70
70
570
2582.502
4" SOLID LINE YELLOW -EPDXY
LIN FT
50.25
8810
51,703
6810
51,703
2582.502
4" DOUBLE SOLID LINE YELLOW -EPDXY
LIN FT
$0.45
1550
5698
1550
5698
2582.502
24" SOLID LINE YELLOW -EPDXY
LIN FT
$7.50
70
5525
70
5525
2582.502
4" SOLID LINE WHITE -POLY PREFORM
LIN FT
52.50
580
51,450
580
$1,450
2582.502
4" BROKEN LINE WHITE -POLY PREFORM
LIN FT
52.50
125
$313
125
5313
2582.502
24" SOLID LINE WHITE -POLY PREFORM
LIN FT
515.00
60
5900
60
5900
2582.502
24" SOLID LINE WHITE -PREF THERMOPLASTIC
LIN FT
$15.00
380
55,700
380
$5,700
2582.503
CROSSWALK MARKING -POLY PREFORM
SQ FT
57.50
310
52,325
310
52,325
2582.503
CROSSWALK MARKING -PREF THERMOPLASTIC
SQ FT
$7.50
1260
59,450
1260
$9,450
2401.501
STRUCTURAL CONCRETE (1A43)
CU YD
$275.00
1053
5289,575
1053
5289,575
2401.501
STRUCTURAL CONCRETE (3Y43)
CU YD
$380.00
1935
5735 300
1935
$735,300
2401.512
BRIDGE SLAB CONCRETE (3Y36)
SQ FT
$9.50
33630
$319,485
33630
5319,485
2401.513
TYPE MOD P -1 RAILING CONCRETE (3Y46)
LIN FT
550.00
386
519,300
386
519,300
2401.513
TYPE MOD P-4 RAILING CONCRETE (3Y46)
LIN FT
$60.00
656
$39,360
656
539,360
2401.516
RAISED MEDIAN CONCRETE (3Y46)
SQ FT
58.50
1547
513,150
1547
513,150
2401.541
REINFORCEMENT BARS
POUND
50.85
82300
569,955
82300
569,955
2401.541
REINFORCEMENT BARS (EPDXY COATED)
POUND
50.95
348470
5331,047
348470
5331,047
2401.601
STRUCTURE EXCAVATION
LUMP SUM
$30,000.00
1
530,000
1
530,000
2401.618
BRIDGE DECK PLANING
SOFT
50.80
35950
$28,760
35950
528,760
2402.583
ORNAMENTAL METAL RAILING
LIN FT
5125.00
339
542,375
339
$42,375
2402.591
EXPANSION JOINT DEVICES TYPE 4
LIN FT
5110.00
359
539,490
359
$39,490
2402.595
BEARING ASSEMBLY
EACH
5650.00
68
$44,200
68
544,200
2402.603
STRUCTURAL TUBE RAILING DESIGN T -2
LIN FT
5100.00
355
$35,500
355
535,500
2404.501
CONCRETE WEARING COURSE (3U17A)
SO FT
53.75
38231
5143,366
38231
$143,366
2405.502
PRESTRESSED CONCRETE BEAMS MN63"
LIN FT
5160.00
4709
$753,440
4709
$753,440
2405.511
DIAPHRAGMS FOR TYPE MN63 PREST BEAMS
LIN FT
585.00
703
$59,755
703
$59,755
2411.618
ARCHITECTURAL CONCRETE TEXTURE (FRACTURED GRANITE)
SQ FT
58.00
5081
$40,648
5081
$40,648
2411.618
ARCHITECTURAL SURFACE FINISH (SINGLE COLOR)
SQ FT
51.25
5081
56,351
5081
$6,351
2442.501
REMOVE OLD BRIDGE
LUMP SUM
560,000.00
1
$60,000
1
560,000
2452.507
C-I -P CONCRETE PILING DELIVERED 12"
LIN FT
$22.00
17440
$383,680
17440
5383,680
2452.508
C-I -P CONCRETE PILING DRIVEN 12"
LIN FT
51.00
17440
$17 440
17440
$17,440
2452.519
C-I -P CONC TEST PILE 60 FT LONG 12"
EACH
$4,600.00
4
518,400
4
$18,400
2452.519
C -I -P CONC TEST PILE 65 FT LONG 12"
EACH
$5,000.00
8
540,000
8
$40,000
2452.601
STEEL SHEET PILING (TEMPORARY)
LUMP SUM
530,000.00
1
$30,000
1
530,000
2452.602
PILE POINTS 12"
EACH
580.00
337
$26,960
337
526,960
2452.602
PILE ANALYSIS
EACH
52,200.00
6
$13,200
6
513,200
2502.601
DRAINAGE SYSTEM TYPE (B910)
LUMP SUM
$3,500.00
1
53,500
1
53,500
2514.501
CONCRETE SLOPE PAVING
SQ YD
$65.00
312
520,280
312
520,280
2545.509
CONDUIT SYSTEM (LIGHTING)
LUMP SUM
$5,000.00
1
55,000
1
55,000
2546.509
CONDUIT SYSTEM (SIGNALS)
LUMP SUM
$5,000.00
1
55,000
1
$5,000
TOTAL COSTS:
$6,814,495
$2,745,280
$3,831,492
$237,723
Z: \WORD \Projects \Lake Drive & 35W Site \Report \Exhibit A.xls
Page4