HomeMy WebLinkAboutEDA November 9, 1999
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.w. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
Economic Development Authority Meeting - Tuesday, November 9, 1999
Call to Order - 6:00 PM
1. Discuss Architecture ofBuildings/116, LLC
2. Discuss WDE Park Development
3. Discuss Andover Station Development
4. Approve Change Order #4/97-2/Andover Commercial Park (Phase II)
5. Approve Final Payment/97-2/Andover Commercial Park (Phase II)
6. Approve Plans & Specs/Martin Street/99-17
7. Approve Plans & Specs/Jay Street Landscaping/98-11A
8. Approve Final Payment/Jay Street/98-11
9. Approve Change Order #1 and Compensating Change Order/Jay Street/98-11
10. Other Business
Adjournment
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CITY OF ANDOVER
REQUEST FOR ECONOMIC DEVELOPMENT
AUTHORITY ACTION
DATE November 9. 1999
AGENDA ITEM
1.
Discuss Architecture and Design
Restaurants/Banquet Hall/Office/
Warehouse Buildings 116, LLC
ORIGINATING DEPARTMENT
Community Development
David L. Carlberg
Community Development Director
The Economic Development Authority (EDA) is requested to discuss the architecture and
design ofthe restaurant buildings, banquet hall and office/warehouse buildings as being
proposed by 116, LLC. Staff will present the latest elevations and site plans received
from 116, LLC at the meeting.
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CITY OF ANDOVER
REQUEST FOR ECONOMIC DEVELOPMENT
AUTHORITY ACTION
DATE November 9. 1999
AGENDA ITEM
2.
Discuss Park Development
South of the WDE Site
ORIGINATING DEPARTMENT
Community Development
David L. Carlberg
Community Development Director
The Economic Development Authority (EDA) is requested to discuss the latest design of
the park complex located south of the WDE site. At the May 20, 1999 EDA meeting, the
EDA agreed that only two baUfields should be developed. However, the Park and
Recreation Commission has requested the EDA reconsider four ballfields instead of two.
\ Staff will present the latest park development plans at the meeting.
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CITY OF ANDOVER
REQUEST FOR ECONOMIC DEVELOPMENT
AUTHORITY ACTION
DATE November 9. 1999
AGENDA ITEM
3.
Discuss Andover Station
Development - Update
ORIGINATING DEPARTMENT
Community Development
David L. Carlberg
Community Development Director
Staff will be giving an update on the status of the development of the Andover Station
Project. The discussion will concentrate on design concepts and pricing ofthe land for
the Ryan Companies portion of the project.
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE:
November 9. 1999
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
ITEM NO. 4-.
Approve Change Order #4/97-21
Andover Commercial Park (Phase II)
Scott Erickson, (
Engineering
The EDA is requested to approve Change Order #4 for Andover Commercial Park (Phase II)
Site Grading, Project 97-2 with E & H Earth Movers.
This change order accounts for a portion of the additional work previously discussed with the
Council and EDA. The final contract cost is under the estimated project cost previously
discussed and approved by the City Council. (See attached memo dated May 20, 1999)
We are currently working on the back-up information for these items and will present them at
\ the City Council meeting.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #-A.. TO PROJECT NO.
97-2, ANDOVER COMMERCIAL PARK (PHASE 11).
WHEREAS, the City of Andover has a contract for Project No. 97-2 with
E & H Earth Movers. Inc. of Lake Elmo. MN
NOW THEREFORE, BE IT RESOLVED by the EDA of Andover to hereby
approve the change order to Project No. 97-2.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
DATE:
Mav 20. 1999
AGENDA SECTION
Discussion Item
ITEM NO.
5. Status of Andover Commercial
Park (Phase II) Site Grading/97-2
ORIGINATING DEPARTMENT
Scott EriCkson.d t
Engineering
Over the last few months we have meet a number of times with our Andover Station grading.
contractor, E&H Earthmovers, regarding the amount of work and costs associated with the
project. There are essentially two areas where the contractor has indicated that his costs
have exceeded the scope of the contract. The two areas being discussed are as follows:
1. Ability to Separate Debris: A much larger amount of debris was encountered and
removed then was originally anticipated in the original contract. Under the contract the
contractor was to separate the various types of debris he encountered. This would result in
, separate piles of tires, wood, metal, concrete, bituminous, brick, et. The contractor had the
) material excavated and removed to a landfill without separating the materials. He had
indicated that the separation process would have been to difficult with the way the material
was intermixed and had initially indicated that he would want to be paid for this work under
a Miscellaneous Debris item in the contract. This item was bid at $40 per cubic yard and
was not intended to be used for this amount or volume of work. Essentially it would result in
2-3 times the actual cost of the work performed. I did find it reasonable to recommend
payment of the contract for the actual cost to dispose of the material with appropriate
overhead and profit added. This resulted in change order #2 which is presented to the EDA
tonight.
2. Ability to Screen excess Sand from Excavated Material: The contractor has indicated
that the costs associated with screening the excavated debris material was much more
expensive then he had indicated and that the contract was not clear in this requirement. I
have discussed this process and the contract with a independent engineer and contractor
and have come to the conclusion that this item could be effectively argued from both our
side and the side of the contractor. Without going into lengthy detail if this issue were
mediated or litigated it would be difficult to theorize the out come: With this thought and a
lot of discussion we have evaluated the concept of determining what the actual cost has
been to perform the clean up work for this project. We have received all of the contractors
daily records of equipment and person hour breakdowns for the project along with a
'. complete list of his expense receipts for the project. We have applied standard equipment
) rates and hourly charges to his records and have provided a reasonable determination of
what the work performed actually costs. If we adopt the Philosophy that we would pay for
the actual cost of the work performed the estimated project cost is as follows:
Amount of Work Completed per Invoices and
Time Records of Equipment and Employees:
,(Does not include Overhead and Profit)
$869,821.40
Overhead & Profit (Use 7.5% instead of the
typical 15%)
$65,236
Estimated Amount of Work Remaining:
ESTIMATED TOTAL PROJECT COST:
The estimated project cost to complete the project
using contract provisions is: $1,100,000
The estimated amount the contractor has indicated as $1,300,000
his project expense
Budgeted amount for the Andover Station grading is: $1.184,139
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE: November 9. 1999
AGENDA SECTION
Discussion Item
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ITEM No.5.
Approve Final Payment/97-2/
Andover Commercial Park (Phase II)
ORIGINATING DEPARTMENT
Scott ~rick~on, d\
Englneenng
The EDA is requested to approve the resolution accepting work and directing final payment for
Project 97-2, Andover Commercial Park (Phase II).
The final contract cost is under the estimated project cost previously discussed and authorized
by the EDA.
We are currently working on the back-up information for these items and will present them at
the City Council meeting.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
E & H EARTH MOVERS. INC. FOR PROJECT NO. 97-2 FOR THE
IMPROVEMENT OF ANDOVER COMMERCIAL PARK (PHASE II) .
WHEREAS, pursuant to a written contract signed with the City of Andover on
Julv 21. 1998, E & H Earth Movers. Inc. of Lake Elmo. MN ,has
satisfactorily completed the construction in accordance with such contract.
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NOW THEREFORE, BE IT RESOLVED by the EDA of Andover, Minnesota
that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
receipt in full.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE: November 9.1999
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
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ITEM NO.
Approve Plans & Specs/99-17/Martin Street
Scott Erickson -\l
Engineering \Jl
The EDA is requested to approve the resolution approving plans and specifications and
ordering advertisement for bids for Project 99-17, Andover Station/Martin Street.
The plans and specs are available in the Engineering Office for your review.
Please note that this project will be bid in January, 2000 to attempt to receive favorable bids.
Also, the street lighting for Jay Street NW will be included with the lighting portion of this
contract in order to provide economies and hopefully improve the bids we receive.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 99-17 ,FOR
ANDOVER STATIONIMARTIN STREET.
WHEREAS, pursuant to Resolution No. 005-99, adopted by the City
Council on the 30th day of March ,19 99, TKDA has prepared final plans
and specifications for Project 99-17 for Andover Station/Martin Street.
WHEREAS, such final plans and specifications were presented to the EDA
for their review on the -.JillL day of November ,19~.
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NOW, THEREFORE, BE IT RESOLVED by the EDA of the City of Andover
to hereby approve the Final Plans and Specifications.
BE IT FURTHER RESOLVED by the EDA of the City of Andover to hereby direct
the City Clerk to seek public bids as required by law, with such bids to be opened
at 10:00 a.m. January ,2000 at the Andover City Hall.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE: November 9. 1999
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
Scott ~ricks.on, {'...\f
Engineering \j\
ITEM No.7.
Approve Plans & Specs/98-11A1Jay Street Landscaping
The EDA is requested to approve the resolution approving plans and specifications and
ordering advertisement for bids for Project 98-11A, Jay Street Landscaping.
Please note that we had previously bid this project and subsequently rejected bids due to the
high bids received and lack of bidders for the project.
We will bid this project in January, 2000, and hopefully receive favorable bids for the project.
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The street lights previously included with the landscaping project will be bid with Martin Street
in order to improve our bids for these projects.
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The plans and specs are available in the Engineering Office for your review.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 98-11A ,FOR
JAY STREET LANDSCAPING.
WHEREAS, pursuant to Resolution No. 005-99, adopted by the EDA on
the 16th day of February, 19 99, TKDA has prepared final plans and
specifications for Project 98-11A for Jav Street LandscapinQ.
WHEREAS, such final plans and specifications were presented to the EDA
for their review on the ~ day of November , 19~.
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NOW, THEREFORE, BE IT RESOLVED by the EDA of the City of Andover
to hereby approve the Final Plans and Specifications.
BE IT FURTHER RESOLVED by the EDA of the City of Andover to hereby direct
the City Clerk to seek public bids as required by law, with such bids to be opened
at 10:30 a.m. January 16 , 2000 at the Andover City Hall.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
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CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE: November 9.1999
AGENDA SECTION
Discussion Item
ITEM NO. 0:
Approve Final PaymenU98-11/
Jay Street
ORIGINATING DEPARTMENT
Scott Erickson, ~~
Engineering lJ
The EDA is requested to approve the resolution accepting work and directing final payment for
Project 98-11, Jay Street Reconstruction.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
FOREST LAKE CONTRACTING FOR PROJECT NO. 98-11 FOR
THE IMPROVEMENT OF JAY STREET CONSTRUCTION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
September 15. 1998, Forest Lake Contractina of Forest Lake. MN ,has
satisfactorily completed the construction in accordance with such contract.
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NOW THEREFORE, BE IT RESOLVED by the EDA of Andover, Minnesota
that the work completed is hereby accepted and approved; and
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BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
receipt in full.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
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NOV-05-1999 1Z'Z0
651 Z9Z 0083 P.0Z/09
TKDA
TOLTZ. KING, DUVALL. ANDERSON
AND ASSOCIATES. INCORPORATED
ENGINEERS. ARCHITECTS. PLANNERS
ISOO PIPER JAFfP.AY PLAZA
444 CEDAR STREET
SAINT PAUL. MINNESOTA ~5'01.2140
PHONE,6S1I292.4400 FAJt65l/"2-0083
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.Comm. No. 11608
Cert. No. 4 Final
St. Paul, MN.
November 4
. 19--.22....
To
City of Andover. Minnesota
Owner
This Cenifies that
Forest Lake Contract;ne:
, Contractor
For Jay Street Reconstruction
Is entitled to Thirty One Thousand Seven Hundred Eie:hty Eil!ht and - - - - . 65/100 ...... ($
31 788.65
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being 4th Final estimate for partial payment on contract with you dated
SePtember 15
.19~
Received payment in full of above Certificate.
CONTRACTOR
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TOL TZ, KING. DUVALL, ANDERSON AND ASSOClA TES, lNC.
EN~ERS
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Thomas D. Prew. P.E.
November 4,1999
RECAPITULATION OF ACCOUNT
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CONTRACT
PLUS EXTRAS PAYMENTS CREDITS
Contract price plus extr~s 357.640.50
All previous payments $ 331.952.28
All previous credits
Extra No.
.. .. Change Order No. I 5.373.28
.. .. Compens:ninl! Change Order No.2 727.15
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Credit No,
.. ..
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AMOUNT OF THIS CERTIFICATE 31,788.65
T olals 363.740.93 363.740.93
Credit Balance
There will remain unpaid on contract after
payment of this Certificllte 0.00
363.740.93 363.740.93
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An Equal Opporrunlty Employer
NOV 05 '99 12:30
651 292 0083
PAGE. 02
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NDV-05-1999 12:20
651 292 0083
P.03/09
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TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners Saint Paul, Minnesota 55101
PI!:RJ:OD:ICAL ESTIMATE FOR PART:IAL PAYMENTS
Estimate No. 4 Final Period Ending November 4, 19 99 Page 1
projecc Jay Street Reconstruction
Location City of Andover, Minnesota
Contractor Forest Lake Contractinq
of 1 Comm. No. 11608
Original Contract Amount
$ 357,640.50
Amount Due This Estimate
$
31,788.65
Contractor
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Date
Date
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NDV 05 '99 12:30
651 292 0083
PAGE. 03
NDV-05-1'3'3'3 12:20 651 2'32 0083 P.04/0'3
ESTIMATE NO.4 (Final)
JAY STREET RECONSTRUCTION
CITY PROJECT 98-11
.' - 'P 198-118-01
'. ..y OF ANDOVER, MINNESOTA
COMMISSION NO. 11608
., REVISED AS PER MNDOT
ITEM SPEC CONTRACT QUANTITY UNIT AMOUNT
NO. NO. ITEM UNIT QUANTITY TO DATE PRICE TO DATE
1 2021.501 MOBILIZATION LS 1.00 1.00 $ 16,000.00 $ 16,000.00
2 2104.501" REMOVE CONCRETE CURB & GUTTER M 45.00 45.00 S 8.00 $ 360.00
3 2104.523" SALVE CB CASTING INST MH CASTING EA 1.00 1.00 S 400.00 $ 400.00
4 2104.523 SALVE HYDRANT & REINST HYDRANT EA 2.00 2.00 $ 1.000.00 $ 2,000.00
5 2104.604 RECLAIM BITUMINOUS PAVEMENT (P) M2 5,330.00 5,643.93 $ 1.50 $ 6,765.90
6 2105.501 COMMON EXCAVATION (P) M' 2,445.00 3,656.30 S 4.00 $ 14,625.20
7 2105.521 GRAN BORROW FROM STOCKPILE (LV) M3 500.00 1.257.00 $ 7.00 $ 8,799.00
8 2105.525 TOPSOIL BORROW FROM STOCKPILE (LV) M3 1,180.00 751.60 $ 7.50 $ 5,637.00
9 2123.501 COMMON LABORERS HR 40.00 47.50 $ 31.00 $ 1.472.50
10 2130.501 WATER FOR DUST CONTROL MS 100.00 22.70 S 4.00 S 90.80
11 2211.501 AGGREGATE BASE CLASS V T 3.825.00 2,977.60 $ 7.00 $ 20,843.20
12 2350.603 SAWED/SEALED JOINT M 620.00 590.00 $ 5.50 $ 3,245.00
13 2350.604 TYPE LV 4 WEARING COURSE 50 MM ~ 200.00 536.60 S 10.00 $ 5,366.00
14 2350.609 TYPE LV 4 WEARING COURSE T 600.00 720.00 $ 31.00 $ 22.320.00
15 2350,609 TYPE LV 3 NON.WEARING COURSE T 800.00 961.80 S 31.00 $ 29,815.80
16 2357.502 BITUMINOUS MATERIAL FOR TACK COAT L 1,775.00 651.70 $ 0.50 $ 425.65
17 2501.567 675 MM GS SAFETY APRON AND GRATE" EA 1.00 1.00 $ 900.00 $ 900.00
18 2503.511 150 MM PVC SDR 35 SAN SEW PL DEPTH M 56.00 56.00 S 50.00 $ 2,800.00
, '} 226.00 222.50 S 32.00 $ 7,120.00
2503.511 200 MM PVC SDR 35 SAN SEW PL DEPTH M
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-LO 2503.511 200 MM DIP CL 50 SAN SewER PL DEPTH M 6.00 6.00 $ 60.00 $ 360.00
21 2503.541 300 MM RC PIPE SEW DESIGN 3006 CL V M 67.00 87.40 $ 85.00 $ 7,429.00
22 2503.541 375 MM RC PIPE SEW DESIGN 3006 CL V" M 136.00 140.39 $ 60.00 $ 8,423.40
23 2503.541 525 MM RC PIPE SEW DESIGN 3006 CL III M 63.00 63.40 $ 70.00 $ 4,436.00
24 2503.541 600 MM RC PIPE SEW DESIGN 3006 CL III M 32.00 32.60 $ 80.00 $ 2,608.00
25 2503.541 675 MM RC PIPE SEW DESIGN 3006 CL III .. M 15.00 16.00 $ 100.00 $ 1,600.00
26 2503.511" 375 MM CS PIPE SEWER INCL BENDS" M 20.00 21.80 $ 75.00 $ 1,635.00
27 2503.511" 675 MM CS PIPE SEWER .. M 49.00 56.40 $ 80.00 $ 4,512.00
28 2503.603" 375 MM CS SLD DRAIN WI300 MM RISERS" M 42.00 42.00 $ 200.00 $ 6,400.00
29 2504.602 150 MM GATE VALVE WITH BOX EA 1.00 1.00 $ 500.00 $ 500.00
30 2504.602 200 MM GATE VALVE WITH BOX EA 8.00 8.00 $ 650,00 $ 5,200.00
31 2504.602 250 MM GATE VALVE WITH BOX EA 1.00 1.00 $ 1,000.00 $ 1,000.00
32 2504.602 150 MM HYDRANT 2.6 M BURY EA 1.00 1.00 $ 1,700.00 $ 1,700.00
33 2504.602 1.5 M DIA WATER SERVICE MANHOLE EA 7.00 7.00 $ 2.000.00 $ 14,000.00
34 2504.602 50 MM CORPORATION STOP W/ SADDLE EA 7.00 7.00 $ 300.00 $ 2,100.00
35 2504.602 50 MM CURB STOP AND BOX EA 7.00 7.00 $ 150.00 $ 1,050.00
36 2504.602 CONNECT TO EXIST. WATERMAIN EA 3.00 3.00 $ 200.00 $ 600.00
37 2504.603 50 MM TYPE K COPPER SERVICE PIPE M 88.00 87.50 $ 40.00 $ 3,500.00
38 2504.603 150 MM DIP CL 52 WM PL DEPTH W/ FTGS M 25.00 19.70 $ 55.00 $ 1,083.50
39 2504.603 200 MM DIP CL 52 WM PL DEPTH WI FITGS M 113.00 113.00 $ 80.00 $ 9,040.00
40 2504.603 250 MM DIP CL 52 WM PL DEPTH W/ FTGS M 206.00 206.00 $ 80.00 $ 16.480.00
41 2506.502 CONSTRUCT CATCH BASIN DESIGN 401 EA 4.00 4.00 $ 1,400.00 $ 5,600.00
42 2506.502 CONSTRUCT CATCH BASIN DESIGN 405 EA 7.00 7.00 S 1.400.00 S 9,800.00
43 2506.502 STORM SEW MANHOLE DES407 1.5 M DIA EA 1.00 1.00 $ 1,800.00 $ 1.800.00
.014 2506.602 150 MM SANITARY SEWER SERVICE RISER EA 3.00 3.00 $ 60.00 $ 180.00
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/' 2506.602 SANI SEW MANHOLE DESIGN 301 PL DEPTH EA 2.00 2.00 $ 2,000.00 $ 4,000.00
46 2506.602 CONST 200 MM OUTSIDE DROP ON EX. MH EA 1.00 1.00 $ 8,000.00 $ 8,000.00
1 11608
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ITEM SPEC CONTRACT QUANTITY UNIT AMOUNT
NO. NO. ITEM UNIT QUANTITY TO DATE PRICE TO DATE
47 2506.602 150 MM X 200 MM PVC WYE BRANCH EA 2.00 3.00 $ 20.00 $ 60.00
'18 2511.501 RANDOM RIPRAP CL III M' 8.00 $ BO.OO $
-49 2531.501 CONCRETE CURB & GUTTER DES B624 M 700.00 703.00 $ 25.00 $ 17,575.00
50 2531.501 CONCRETE CURB & GUTTER DESIGN B612 M 675,00 697.00 $ 21.00 $ 14,637.00
51 2531.507 200 MM CONCRETE DRIVEWAY PAVEMENT ~ 330.00 330.30 $ 40.00 $ 13,212.00
52 2545.521 100 MM RIGID STEEL CONDUIT (RSC) M 193.00 204.50 $ 60.00 $ 12,270.00
53 2545.523 50 MM NON.METALLIC CONDUIT (NMC) M 732.00 717.50 $ 18.00 $ 12,915.00
54 2545.551 JUNCTION BOX EA 6.00 6.00 $ 600.00 $ 3,600.00
55 2563.610" FLAG PERSON HR 40.00 $ 31.00 $
56 2564.604 STREET SIGNS INCLUDING POSTS M2 10.87 13.80 $ 250.00 $ 3,450.00
57 2564.603" PVMT MARK100 MM SOLID WHITE PAINT M 295.00 724.00 $ 1.50 $ 1,086.00
58 2564.6030. PVMT MARK 100 MM SOLID YELLOW PAINT M 650.00 659.00 $ 1.50 $ 988.50
59 2564.603" PVMT MARK 100 MM SKIP WHITE PAINT M 470.00 624.00 $ 1.50 $ 936.00
60 2564.603" PVMT MARK 300 MM WHITE STOP BAR PAINT M 26.00 22.60 $ 5.0Q $ 113.00
61 2564,602 PVMT MESSAGE LT ARROW PAINT EA 8.00 9.00 $ 60.00 $ 540.00
62 2564.602 PVMT MESSAGE RT ARROW PAINT EA 7.00 7.00 $ 60.00 $ 420.00
63 2564.602 PVMT MESSAGE THRU ARROW PAINT EA 4.00 4.00 $ 60.00 $ 240.00
64 2573.501 BALE CHECK AT CATCH BASIN EA 12.00 6.00 $ 50.00 $ 300,00
65 2575.505 SODDING TYPE 1 M2 3,000.00 $ 2.50 $
TOTAL PROJECT $ 358,367.65
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11608
NOV 05 '99 12:31
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PAGE. 05
CITY OF ANDOVER
REQUEST FOR EDA ACTION
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DATE:
November 9. 1999
AGENDA SECTION
Discussion Item
ITEM NO. c;-
Approve Change Order #1 and Compensating
Change Order/98-11/Jay Street
ORIGINATING DEPARTMENT
Scott Eri.ckso~,f\~~
EngmeennV
The EDA is requested to approve Change Order #1 and Compensating Change Order for Jay
Street Reconstruction, Project 98-11 with Forest Lake Contracting.
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ECONOMIC DEVELOPMENT AUTHORITY
IN AND FOR THE
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by EDA member
to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #-1.. and COMPENSATING
CHANGE ORDER TO PROJECT NO. 98-11, JAY STREET RECONSTRUCTION.
WHEREAS, the City of Andover has a contract for Project No. 98-11 with_
Forest Lake Contractina of Forest Lake. MN
NOW THEREFORE, BE IT RESOLVED by the EDA of Andover to hereby
approve the change order to Project No. 98-11.
Adopted by the Andover Economic Development Authority Board of
Commissioners the 9th day of November, 1999.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - President
Michael Knight - Secretary
NOV-05-1999 12:21
651 292 0083
P.06/09
CHANGE ORDER
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TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES. INCORPORATED
Engineers-Architects-Planners
Saint Paul, MN November 4
19 99 Comm. No. 11608
Change Order No. 1
To Forest Lake Contracting
for Jay Street Reconstuction
for City of Andover, Minnesota
You are hereby directed to make the following change to your contract dated
september 15 . 19 98. The change and the work affected thereby is
subject to all contract stipulations and covenants. This Change Order will
(increase) (aee~ease) (Rst ehaR~e) the contract sum by Five Thousand Three
Hundred Seventy Three and 28/100($ 5,373.28).
CHANGE ORDER No. 1
Adjust Existing Gate valve
Adjust Existing Manhole
Sod Preparation
Replace Damaged Curb
Prepare Project for Winter
3 EA @ $150.99
2 EA @ $250.00
$ 450.00
= $ 500.00
= $1,050.00
"$ 375.75
$2,997.53
NET CHI\NGE "
$
5,373.28
...
/
Amount of Original Contract
Additions approved to date (Nos.
Deductions approved to date (Nos.
Contract amount to date
Amount of this Change Order (Add)
Revised Contract Amount
$
$
S
$
S
$
357,640.50
0.00
0.00
357,640.50
5,373.28
363.013.78
Approved City of Andover. MN
Owner
TOLTZ. KING, DUVALL. ANDERSON
AND ASSOCIATES. INCORPORATED
By
---
By
~~
Thomas D. Prew. P.E.
Approved Forest Lake Contracting
Contractor
Whi te - Owner
pink - Contractor
Blue - TKDA
By
NOV 05 '99 12:31
651 292 0083
PAGE. 06
NOV-05-1999 12:21
651 292 0083
P.07/09
CH.llliGE ORDER
)
TOLTZ, KING. DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
Engineers-Architects-P1anners
Saint Paul. MN November 4
19..1i... Corom. No. 11608
(Compensating)
Change Order No. 2
To Forese Lake Contracting
for Jay- Sereet Reconstruction
for City of Andover, Minnesota
You are hereby directed to make the following change to your contract dated
September 15 , 1998. The change and the work affeceed ehereby is
subject to all contract stipulaeions and covenanes. This Change Order will
(increase) (aee~ease) (net ehan~e) the contract sum by Seven Hundred Twenty
Seven and 15/100 ($ 727.15 ).
COMPENSATING CHANGE ORDER
This change order shows the aceual quaneities installed at the unit price bid
amounts (See attached itemization) :
NET CHANGE = 727.15
"
Amount of Original Contract
Additions approved to date (Nos. Change Order No.1)
Deductions approved to date (Nos.
Contract amount to date
Amount of this Change Order (Add)
Revised Contract Amoune
$
$
$
$
$
$
357.640.50
5,373.28
0.00
363,013.78
727.15
363,740.93
, /
Approved City of Andover, MN
TOLTZ, KING, DUVALL. ANDERSON
Owner AND ASSOCIATES, INCORPORATED
r: Tb~fi~
By
Approved Forest Lake Contracting
Contractor
~1hi te - Owner
pink - Contractor
Blue - TKDA
By
/
NOV 05 '99 12:32
651 292 0083
PAGE. 07
NOV-05-1999 12:22 651 292 0083 P.08/09
COMPENSATING CHANGE ORDER NO.2
JAY STREET RECONSTRUCTION
CITY PROJECT 98.11
....p 198-118-01
J OF ANDOVER, MINNESOTA
COMMISSION NO. 11608
., REVISED AS PER MNDOT
ITEM SPEC CONTRACT QUANTITY UNIT NET
NO. NO. ITEM UNIT QUANTITY TO DATE DIFFERENCE PRICE CHANGE
1 2021.501 MOBILIZATION LS 1.00 1.00 0.00 $ 16.000.00 $
2 2104.501" REMOVE CONCRETE CURB & GUTTER M 45.00 45.00 0.00 $ 8.00 $
3 2104.523" SALVE CB CASTING INST MH CASTING EA 1.00 1.00 0.00 $ 400.00 $
4 2104.523 SALVE HYDRANT & REINST HYDRANT EA 2.00 2.00 0.00 $ 1,000.00 $
5 2104.604 RECLAIM BITUMINOUS PAVEMENT (P) ~ 5,330.00 5,643.94 513.94 $ 1.50 $ 770.90
6 2105.501 COMMON EXCAVATION (P) M' 2.445.00 3,656.30 1211.30 $ 4.00 $ 4.845.20
7 2105.521 GRAN BORROW FROM STOCKPILE (LV) M' 500.00 1.257.00 757.00 $ 7.00 $ 5.299.00
8 2105.525 TOPSOIL BORROW FROM STOCKPILE (LV) M" 1.180.00 751.60 (428.40) $ 7.50 $ (3.213.00)
9 2123.501 COMMON LABORERS HR 40.00 47.50 7.50 $ 31.00 $ 232.50
10 2130.501 WATER FOR OUST CONTROL MJ 100.00 22.70 (77.30) $ 4.00 $ (309.20)
11 2211.501 AGGREGATE BASE CLASS V T 3,825.00 2,977.60 (847.40) $ 7.00 $ (5.931.80)
12 2350.603 SAWED/SEALED JOINT M 620.00 590.00 (30.00) $ 5.50 $ (165.00)
13 2350.604 TYPE LV 4 WEARING COURSE SO MM M2 200.00 536.60 336.60 $ 10.00 $ 3.366.00
14 2350.609 TYPE LV 4 WEARING COURSE T 800.00 720.00 (80.00) $ 31.00 $ (2,480.00)
15 2350.609 TYPE LV 3 NON-WEARING COURSE T 600.00 961.60 161.80 $ 31.00 $ 5m 5.80
16 2357.502 BITUMINOUS MATERIAL FOR TACK COAT L 1.775.00 651.70 (923.30) $ 0.50 $ (461.65)
17 2501.567 675 MM GS SAFETY APRON AND GRATE" EA 1.00 1.00 0.00 $ 900.00 $
16 2503.511 150 MM PVC SDR 35 SAN SEW PL DEPTH M 56.00 56.00 0.00 $ 50.00 $
19 2503.511 200 MM PVC SDR 35 SAN SEW PL DEPTH M 226.00 222.50 (3.50) $ 32.00 $ (112.00)
"0 2503.511 200 MM DIP CL 50 SAN SEWER PL DEPTH M 6.00 6.00 0.00 $ 60.00 $
, 2503.541 300 MM RC PIPE SEW DESIGN 3006 CL V M 67.00 87,40 0.40 $ 85.00 $ 34.00
.
,
22 2503.541 375 MM RC PIPE SEW DESIGN 3006 CL V" M 136.00 140.39 4.39 $ 60.00 $ 263.40
23 2503.541 525 MM RC PIPE SEW DESIGN 3006 CL III M 63.00 63.40 0.40 $ 70.00 $ 28.00
24 2503.541 600 MM RC PIPE SEW DESIGN 3006 CL III M 32.00 32.60 0.60 $ 80.00 $ 48.00
25 2503.541 675 MM RC PIPE SEW DESIGN 3006 CL III .. M 15.00 16.00 1.00 $ 100.00 $ 100.00
26 2503,511" 375 MM CS PIPE SEWER INCL BENDS" M 20.00 21.60 1.80 $ 75.00 $ 135.00
27 2503.511" 675 MM CS PIPE SEWER" M 49.00 56.40 7.40 $ 80.00 $ 592.00
28 2503.603" 375 MM CS SLD DRAIN W1300 MM RISERS" M 42.00 42.00 0.00 $ 200.00 $
29 2504.602 150 MM GATE V/liLVE WITH BOX EA 1.00 1.00 0.00 S 500.00 $
30 2504.602 200 MM GATE VALVE WITH BOX EA 8.00 B.OO 0,00 $ 650.00 $
31 2504.602 2S0 MM GATE VALVE WITH BOX EA 1.00 1.00 0.00 $ 1.000.00 $
32 2504.802 150 MM HYDRANT 2.6 M BURY EA 1.00 1.00 0.00 $ 1,700.00 $
33 2504.602 1.5 M DIA WATER SERVICE MANHOLE EA 7.00 7.00 0.00 $ 2,000.00 $
34 2504.602 50 MM CORPORATION STOP WI SADDLE EA 7.00 7.00 0.00 $ 300.00 $
35 2504.602 50 MM CURB STOP AND BOX EA 7.00 7.00 0.00 $ 150.00 $
36 2504.602 CONNECT TO EXIST. WATERMAlN EA 3.00 3.00 0.00 $ 200.00 $
37 2504.603 SO MM TYPE K COPPER SERVICE PIPE M 88.00 67.50 (0.50) $ 40.00 $ (20.00)
38 2504.603 150 MM DIP CL 52 WM PL DEPTH WI FTGS M 25.00 19.70 (5.30) $ 55.00 $ (291.50)
39 2504.603 200 MM DIP CL 52 WM PL DEPTH W/ FITGS M 1t3.00 113.00 0.00 $ 80.00 $
40 2504.603 250 MM DIP CL S2 WM PL DEPTH W/ FTGS M 206.00 206.00 0.00 $ 80.00 $
41 2506.502 CONSTRUCT CATCH BASIN DESIGN 401 EA 4.00 4.00 0.00 $ 1.400.00 $
42 2506.502 CONSTRUCT CATCH BASIN DESIGN 405 EA 7.00 7.00 0.00 $ 1.400.00 $
43 2506.502 STORM SEW MANHOLE DES407 1.5 M DIA EA 1.00 1.00 0.00 $ 1,800.00 $
44 2506.602 150 MM SANITARY SEWER SERVICE RISER EA 3.00 3.00 0.00 S 60.00 $
45 2506.602 SANI sew MANHOLE DESIGN 301 PL DEPTH EA 2.00 2.00 0.00 $ 2.000.00 S
46 2506.602 CONST 200 MM OUTSIDE DROP ON EX. MH EA 1.00 1.00 0.00 $ 8.000.00 $
/
11608
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ITEM ~PEC CONTRACT QUANTllY UNIT NET
NO. NO. ITEM UNIT QUANTllY TO DATE DIFFERENCE PRICE CHANGE
47 2505.502 150 MM X 200 MM PVC WYE BRANCH EA 2.00 3.00 1.00 $ 20.00 $ 20.00
-48 251 1.501 RANDOM RIPRAP CL III M" 8.00 (8.00) $ 80.00 $ (640.00)
,9 2531.501 CONCRETE CURB & GUTTER DES B524 M 700.00 703.00 3.00 $ 25.00 $ 75.00
50 2531.501 CONCRETE CURB & GUTTER DESIGN B512 M 675.00 597.00 22.00 $ 21.00 $ 462.00
51 2531.507 200 MM CONCRETE DRIVEWAY PAVEMENT M2 330.00 330.30 0.30 $ 40.00 $ 12.00
52 2545.521 100 MM RIGID STEEL CONDUIT (RSC) M 193.00 204.50 11.50 $ 50.00 $ 690.00
S3 2545.523 50 MM NON-METAlLIC CONDUIT (NMC) M 732.00 717.50 (14.50) $ 18.00 $ (261.00)
54 2545.551 JUNCTION BOX EA 6.00 6.00 0.00 $ 600.00 $
55 2563.610.' FLAG PERSON HR 40.00 (40.00) $ 31.00 $ l1,240.00)
56 2564.604 STREET SIGNS INCLUDING POSTS M2 10,87 13.BO 2.93 $ 250.00 $ 732.50
57 2564.603". PVMT MARK100 MM SOLlD WHITE PAINT M 295.00 724.00 429.00 $ 1.50 $ 643.50
58 2564.603.. PVMT MARK 100 MM SOUD YELLOW PAINT M 650.00 659.00 9.00 $ 1.50 $ 13.50
5Q 2564.503" PVMT MARK 100 MM SKIP WHITE PAINT M 470.00 624.00 154.00 $ 1.50 $ 231.00
60 2564.603" PVMT MARK 300 MM WHITE STOP BAR PAINT M 26.00 22.60 (3.40) $ 5.00 $ (17.00)
61 2564.602 PVMT MESSAGE LT ARROW PAINT EA 8.00 9.00 1.00 $ 60.00 $ 60.00
62 2564.502 PVMT MESSAGE RT ARROW PAINT EA 7.00 7.00 0.00 $ 50.00 $
63 2564.602 PVMT MESSAGE THRU ARROW PAINT EA 4.00 4.00 0.00 $ 60.00 $
64 2573.501 BALE CHECK AT CATCH BASIN EA 12.00 6.00 (6.00) $ 50.00 $ (300.00)
65 2575.505 SODDING lYPE 1 M' 3.000.00 (3000.00) $ 2,50 $ (7.500.00)
TOTAL PROJECT $727.15
.' "\
)
/
2
11608
NOV 05 '99 12:32
651 292 0083
TOTAL P.09
PAGE. 09