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THE
AMERICAN
INSTITUTE
o F
ARC HIT
AlA Document AlGI
Standard Form of Agreement Between
Owner and Contractor
where the basis oj payment is a
STIPULATED SUM
1987 EDITION
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCE$; CONSULTATION WITH
AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION.
The.I987 Edition of AlA Document A2GI, General Conditions of tbe Contract for Construction, is adopted
in tbis document by reference. Do not use with other general conditions unless this document is modified.
This document has been approved and endorsed by The Associated Gen'eral Contractors of America.
AGREEMENT
made as of the Twenty Sixth (26th) day of
W~~~~~~~ Two Thousand and Five
September
(2005)
in the year of
BETWEEN the Owner:
City of Columbia Heights
590 40th Avenue N.E.
Columbia Heights, MN 55421
(Name and address)
and the Contractor:
Ebert Construction
23350 County Road 10
Corcoran/Loretto, MN 55357
General Construction Work, Mechanical Work and Electrical Work.
Municipal Service Center Remodeling
637 38th Avenue Northeast
Columbia Heights, MN 55421
(Name and add/'ess)
The Project is:
(Name and location)
The Architect is:
Buetow and Associates, Inc.
2345 Rice Street, Suite 210
St. Paul, MN 55113
(Name and address)
The Owner and Contractor agree as set forth below.
Copyright 1915,1918,1925,1937,1951,1958,1961,1963, 1967,1974.1977, @1987byTheAmericanlnstituteofA~chi.
tects, 1735 New York A venue, N. W., Washington, D,C. 20006. Reproduction of the material herein or substantial quot:nion
of its provisions without written permission of the AlA violatcs the copyright laws of the United St:uc:s and will be subject to
kga! prosecution.
AlA DOCUMENT A1Dl . OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA'" . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D,C, 20006
A101-1987 1
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions),
Drawings, Specifications, addenda issued prior to execution of this Agreement, other documents listed in this Agreement and
Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached
to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto
and supersedes prior negotiations, representations or agreements, either \vritten or oral. An enumeration of the Contr.{ct Documents,
other than Modifications, appears in Article 9.
ARTICLE 2
THE WORK OF THIS CONTRACT
The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in
the Contract Documents to be the responsibility of others, or as follows:
The Owner may utilize the services of its own vendors during the
course of this project including, but not limited to: organizations
that furnish and install furniture~ voice/data, security and vehicle
maintenance equipment.
ARTICLE 3
DA TE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of
this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice
to proceed issued by the Owner.
(Insarllba dale of cOllllllrmcamanl, if it differs fmm 11Ie dale of Ibis Agreemant 01', if apjJlicable, stala lballlla dale will be f~xed in a notica 10 proceed.)
Contractor shall commence work on the date stated in a Notice to Proceed to be
issued by the Owner.
Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the
Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens
and other security interests.
3.2 The Contractor shall achieve Substantial Completion of the entire Work nor later than
(Insarllbe calendar dale or number of calandar days aflar Iba dala of commencemalll. Also i""arl any raqui"amanlsfor earlier Subs/all/ial COl1/jJlation of car-
lain porti01/S of Ibe \l"ork, if 1/01 slalad alsawbare in Ibe ContracllJocumanlS.)
One hundred eighty (180) calendar days from the Notice to Proceed issued by the Owner.
Modifications to the Substantial Completion date can only be achieved by Change
Order and/or by Construction Change Directive issued by the Owner to the General
Contractor.
, subject to adjustments of this Contract Time as provided in the Contract Documents.
(Inser/jJrol'isions, if till)'. Jm.liquidllted damages nJiaLhlB 10 failure 10 conljJlela WI time.)
AlA DOCUMENT A1Dl . OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA"' . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1987 2
ARTICLE 4
CONTRACT SUM
4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of
Eight hundred ninety eight thousand five hundred seventy nine & 0 cents Doll~s
($ --- $898,579.00 --------------------- ), subject to additions and deductions :IS provided in the Con.
tract Documents.
4.2 The Contract Sum is b:lScd upon the following alternates, if any, which are described in the Contract Doct!ments and ~e
hereby accepted by the Owner:
(Slat. tb. numbers or otber identiJicalitm oj accepled a/ternates. If decisions on ot,ber a/ternat.s are to be made by lbe Owner subsequellt to (be execulion oj
Ibis Agreement, attacb a schedule oj sucb olber a/ternales showing lb. amounl Jor eacb and Ibe dale tiT/iii whicb Ibat amounl is valid.)
Base Bid =
Alternate Number
Alternate Number
Alternate Number
$830,000.00
3 (Basement Floor Level Wash Bay)
5 (Mezzanine Floor Level HVAC Improvements)
9 (Basement Floor Level Lighting Improvements)
Total of Alternates=
$
$
$ 5,193.00
$ 68,579.00
58,869.00
4,517.00
4.3 Unit prices, if any, are ;IS follows:
NOTE: The Owner shall have the right to accept or reject any or all Alternates
identified in the Construction Documents in any combination and the right
to accept or reject the respective costs for any or all Alternates (those
costs are described in the attached Contractor's Bid Form). These rights
shall be valid and available to the Owner until and including March 24, 2006.
AlA DOCUMENT Alal . OWNER-CONTRACTOR AGREEMENT' TWELfTH EDITION' AlA" . @1\lB7
THE AMeRICAN INSTITUTE OF ARCHITECTS, 1735 NEW YOHK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1987 3
WARNING: Unlicensed photocopyinq violates U.S. r:nnvrinh' lau_ .-.. ,- -.....,--... ,
ARTICLE 5
PROGRESS PAYMENTS
5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the
Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and
elsewhere in the Contract Documents.
5.2 The period covered by each Application for Payment shall be one calendar month ending on.the last day of the momh, /lliXlX
~:
Submit each and every Application For Payment in duplicate.
5.3 Provided an Application for Payment is received by the Architect not later than the --- First (lst)-----
------------------------- day of a month, the Owner shall make payment to the ContrJ.ctor not later than
the ----- Las t ---------- day of the same month. If an Application for Payment is received by the
Architect after the application date fixed above, payment shall be made by the Owner not later than ---- Thirty ----
--- (30) -days after the Architect receives the Application for Payment. .
5.4 Each Application for Payment shall be based upon the schedule: ofvJ.lues submitted by the Contractor in accordance with
the COntf:Jct Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work
and be prepared in such form and supported by such data to substantiate its accur;l(.:y:ts the Architect may require. This schedule,
unless objected to by the Architect, shall be used <IS a basis for reviewing the Contrdctor's Applications for P"J.yment.
5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period
covered by the AppliC:ttion for Payment.
5.6 Subject to the provisions of the Contract Documents, the amount of each progress p:Jyment shall be computed as follows:
5.6.1. Take that portion of the ContrJ.ct Sum properly allocable to completed Work as determined by multiplying the percentage
completion of each portion of the Work by the share of the total Contract Sum :tUocated to that portion of the Work in the schedule
of nlues, less retainage of ------------------- Five -----------------------:-------- percent
( ---- 5 --- %). Pending final determination of cost to the Owner of changes in the Work, amounts not in the dispute may be
included as provided in Subparagraph 7.3.7 of the Gener:tl Conditions even though the Contract Sum has not yet been <ldjusted
by Change Order;
5.6.2 Add th:tt portion of the Contract Sum properly a1lucable La materials and equipment delivered and suitably stored at the
site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the
site at a 10C'".Jtion agreed upon in writing), less ret;linage of --------------- Five ---------------------
percent (--- 5 ---- %);
5.6.3 Subtract the <lggregate of previous payments made by the Owner; and
5.6.4 Subtract amounts, if :tny, for which ~he Ard1ilcct h<lS withheld or nullified a Certificate for Payment as provided in Para-
graph 9.5 of the General Conditions.
5.7 Tbe progress payment amount determined in accordance with Paragmph 5.6 shall be further modifieclunder the following
circumsrancc:s:
5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to
Nine ty Five --------------------------.:..----- percent (--- 95 --- %) of the Contract
Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and
5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional
amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions.
5.8 Reduction or limitation of retainage, if any, shall be as follows:
(1/ il is ill/ended, prior 10 Sllbslcmlia' Completion oj Ibe enlire If/ork, 10 ,'educe or limil tbe ,'etail!llge resulling from tbe percentages inserled il! Subpara-
MrClp/,Js 5.6./ (l1Id 5.6.2 "bol'r!, alld Ibis is nul C!..T.jJluinrd elsewbere in lbe Contra.ct f)()cunu.mls. in.w!rl here prol1isjrJlI.t!or such reducliCJn or limitllticm.)
No reduction nor limitation of retainage prior to achieving Substantial
Completion.
Retainage percentage shall be applied toward all sums payable to the
Contractor.
AlA DOCUMENT A,a, . OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA'" . @1987
TilE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1987 4
ARTICLE 6
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1)
the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming
Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily
survive "[mal payment; and (2) a final Certificate for Payment has been issued by the Architect; such fmal payment shall be made by
the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment,XQD~U::1bttKiXiX:
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref-
erence refers to that provision as amended or supplemented by other provisions of the Contract Documents.
. 7.2 Payments due and unp~lid under the Contract shall bear interest from the date payment is due at the rate stated below, or in
the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
(Insert rate of interest agreed upon, if a1ty.)
Provided in applicable Minnesota Statutes including 549.09.
(UsUlY laws alld requirements undertbe Federal Trutb i1t Lending Act, similar state arid local consumer credit laws and otber regulaliOlls attbe Owner's and
Contmctor 's principal places of business, tbe locatio1t oftbe Project and elsewbere may affecttbe validity oftbis provision. Legal advice sbould be obtained
witb respect to deletio1ts or modificatiOlls, and also regal'ding requirements sucb as writ/en d;sclosllres or waivers.)
7.3 Other provisions:
(none)
ARTICLE 8
TERMINATION OR SUSPENSION
8.1 The Contrd.ct may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions.
8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions.
AlA DOCUMENT A101 . OWNER-CONTRACTOR AGREEMENT' TWELFTH EDITION' AlA'" . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1987 5
ARTICLE 9
ENUMERA liON OF CONTRACT DOCUMENTS
9.1 The Contract Documents, except for Modifications issued after execution of this Agree.ment, are enumerated as follows:
9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AlA Document AlO1, 1987
Edition.
9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AlA Document AZ01, 1987 Edition.
9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated
August 16, 2005 ,and are as follows:
Document
Title
Supplementary General Conditions
Special Conditions
Pages
Six (6)
Eleven (11)
Section 00200
Section 00400
Section
(Eitber list the Specifications bere 01' I'efer 10 an exbibit allacbed to tbis Agreemelll.)
9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows:
Title
Pages
(Refer to the Table of Contents excerpted from the Project Manual,
dated August 16, 2005 attached hereto as Exhibit A and as modified in
Addenda).
AlA DOCUMENT A101 . OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA\!) . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHlNGTON. D.C. 20D06
A1n1.'it>0"7
9.1.5 The Drawings are as follows, and are dated
(Either list Ibe Drawings here or refer 10 an exhibit al/acbed 10 Ibis IIg,'eel1lenl.)
unless a different date is shown below:
Number
Title
Date
(Refer to the Schedule of Drawings excerpted from the Project Manual,
dated August 16, 2005, attached hereto as Exhibit B and as modified by
Addenda) .
9.1.6 The addenda, if any, are as follows:
Number
One
Two
Date
August 26, 2005
September I, 2005
Pages
Eighty One (81)
Fifty (50)
Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are
also enumerated in this Article 9.
AlA DOCUMENT A101 . OWNER.CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA"' . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W" WASHINGTON, D.C. 20006
41n1_100"7 .,.
9.1.7 Other documents, if any, forming part of the Contract Documents are as follows:
(List bere any additional documents wbich are intended to form part of tbe Contract Documents. Tbe General Conditions pruvide that bidding requirements such
as advertisement or invitation to bid, Instructions to Bidders, sample forms and tbe Contractor s bid are not part of tbe Contract Docume71ls unless enumerated
in tbis Agreement. Tbey sbuuld be listed bere only if intended 10 be part of tbe Contract Documents.)
Refer to attached Exhibit C:
Advertisement for Bids and Instructions to Bidders.
Refer to attached Exhibit D:
Contractor's Bid Proposal and Bid Security.
This :Agreemt:nt is entered into as of the day and year first written above and is executed in at le-dSt three original copies of whid1
one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the
Owner.
Ebert Construction
V I cz-tt.~C)
AlA DOCUMENT A101 . OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITlON . AlA'" . @1987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1987 8
EXHIBIT A
Re: City of Columbia Heights
Municipal Service Center Remodeling
Columbia Heights, Minnesota
Contents: Table of Contents (3 pages)
(Note: Refer also to Addenda for any and all
modifications to Table of Contents)
PROJECT MANUAL
TABLE OF CONTENTS
DIVISION A
Title Page
Certifications
Table of Contents
Schedule of Drawings
Contract Modifications (Addenda and/or
Change Orders to be inserted as issued)
BIDDING INSTRUCTIONS AND FORMS
Document 00030 Advertisement for Bids
Document 00040 Geotechnical Data
Document A-03 Instructions to Bidders
Document A-04 Bid Security Form
Document 00060 Bid Form
DIVISION B
CONTRACT FORMS
Section B-01
Section B-02
Section B-07
DIVISION 0
Standard Form of Agreement
Surety Bond Form
Forms for Withholding Affidavit for Contractors
CONDITIONS OF THE CONTRACT
Section 00100 General Conditions of the Contract
General Conditions of the Contract for Construction,
AlA Document A201, 1987 Edition
Supplementary General Conditions
Special Conditions
Section 00200
Section 00400
DIVISION I
GENERAL REOUIREMENTS
Section 01000 Description of Alternates of Project Scope
Section 01100 Unit Prices
Section 01400 Construction Operation Schedule
Section 01500 Summary of the Work
Section 01910 Abbreviations and Symbols
DIVISION 2
SITEWORK
Section 02100
Section 02110
Section 02200
Section 02514
Section 02900
DIVISION 3
CONCRETE
Section 03300
Section 03415
Page 1
Site Demolition and Removals
Demolition
Earthwork
Portland Cement Concrete Paving
Landscaping
Cast-in Place Concrete
Precast Concrete Hollow Core Planks
DIVISION 4
MASONRY
Section 04100
Section 04200
Section 04500
Section 04520
DIVISION 5
METAL
Section 05100
Section 05125
Section 05500
Section 05820
DIVISION 6
CARPENTRY
Section 06100
Mortar
Unit Masonry
Individual Concrete Masonry Unit Replacement
Spot Tuckpointing
Structural Steel
Steel Erection
Metal Fabrications
Expansion Joint Covers
Carpentry
MOISTURE PROTECTION
Section 07111 Sheet Membrane Waterproofing
Section 07210 Building Insulation
Section 07270 Firestopping
Section 07510 Built-up Bituminous Roofing
Section 07600 Flashing and Sheet Metal
Section 07830 Roof Accessories
Section 07900 Sealants
DMSION 7
DOORS. WINDOWS AND GLASS
Section 08111 Standard Steel Doors and Frames
Section 08210 Wood Doors
Section 08331 Overhead Coiling Doors
Section 08710 Finish Hardware
Section 08745 Automatic Door Operators
Section 08800 Glass and Glazing
Section 08900 Aluminum Curtainwall and Frames
DIVISION 8
DIVISION 9
FINISHES
Section 09220
Section 09250
Section 09300
Section 09510
Section 09650
Section 09680
Section 09720
Section 09825
Section 09900
DIVISION 10
SPECIALITIES
Section 10000
Section 10520
Cement Plaster Stucco
Gypsum Wallboard
Tile
Acoustical Ceilings
Resilient Flooring
Carpeting
Epoxy Flooring
Sprayed Texture Coating
Painting
Specialties
Fire Fighting Devices
Page 2
DIVISION 14
CONVEYING SYSTEMS
Section 14240 Hydraulic Elevators
Section 14450 Vehicle Lifts
DIVISION 15
MECHANICAL
Section 15000
Section 15010
Section 15050
Section 15250
Section 15350
Section 15401
Section 15405
Section 15425
Section 15450
Section 15601
Section 15801
Section 15840
Section 15910
Section 15975
DIVISION 16
ELECTRICAL
Section 16050
Section 16130
Section 16140
Section 16425
Section 16452
Section 16470
Section 16475
Section 16476
Section 16478
Section 16481
Section 16495
Section 16500
Section 16721
Section 16724
Section 16741
Mechanical Alternates
Mechanical General Provisions
Basic Materials and Methods
Insulation
Natural Gas Piping System
Domestic Water System
Soil and Waste Piping System
Compressed Air System
Plumbing Fixtures and Trim
Hot Water Heating System
Air Handling System
Air Distribution System
E1ectric/E1ectronic Temperature Control Systems
Testing, Adjusting and Balancing
Basic Electrical Materials and Methods
Raceways and Boxes
Wiring Devices
Switchboards
Grounding
Pane1boards
Fuses
Disconnect Switches
Transient Voltage Suppression
Motor Controllers
Transfer Switches
Lighting
Fire A1ann Systems
Intrusion Detection System Provisions
Voice/Data Distribution Systems
END OF TABLE OF CONTENTS
Page 3
EXHIBIT B
Re: City of Columbia Heights
Municipal Service Center Remodeling
Columbia Heights, Minnesota
Contents: Schedule of Drawings (1 page)
(Note: Refer also to Addenda for any and all
modifications to Schedule of Drawings)
ARCHITECTURAL
STRUCTURAL
MECHANICAL
ELECTRICAL
.It
SCHEDULE OF DRAWINGS
Sheet
Number
Sheet Title
AO
Al
A2
A3
A4
AS
A6
A7
A8
A9
AlO
Cover Sheet
Demolition Basement Floor Plan
Demolition First Floor Plan
Demolition Mezzanine Floor Plan
Remodeled Basement Floor Plan
Remodeled First Floor Plan
Remodeled Mezzanine Floor Plan
Enlarged Floor Plans & Reflected Ceiling Plans
Roof Plan and Details
Building Addition Wall Sections
Building Addition Elevations & Existing Exterior Wall
Remediation
Opening Details and Schedules
All
Sl
S2
Plans and General Notes
Details
Ml
M2
M3
M4
M5
M6
M7
M8
M9
MlO
Basement Plan - Demolition
First Floor Plan - Demolition
Mezzanine Plan - Demolition
Basement Plan
First Floor Plan
Mezzanine Plan
Roof Plan
Schedules & Details
Details
Risers
EI
E2
E3
E4
E5
E6
E7
Basement Plan - Demolition
First Floor Plan - Demolition
Mezzanine Plan - Demolition
Basement Plan - Electrical
First Floor Plan - Electrical
Mezzanine Plan - Electrical
Site Plan, Schedules & Details
END OF SCHEDULE OF DRAWINGS
EXHIBIT C
Re: City of Columbia Heights
Municipal Service Center Remodeling
Columbia Heights, Minnesota
Contents: Advertisement for Bids and Instructions to
Bidders (5 pages)
(Note: Refer also to Addenda for any and all
modifications to Advertisement for Bids
and to Instructions to Bidders)
ADVERTISEMENT FOR BIDS
City of Columbia Heights Municipal Service Center
637 38th Avenue Northeast
Minneapolis, Minnesota 55421
Telephone.: (763) 706-3700
BIDS TO BE OPENED:
2:00 p.m. CDT, Thursday, September 8, 2005
City of Columbia Heights Municipal Service Center
The City of Columbia Heights (the Owner) will receive sealed bids for a Stipulated Sum Contract for General Construction Work for
Remodeling of the City of Columbia Heights Municipal Service Center according to the Contract Documents on file in the offices of
the Columbia Heights Public Works Department. Proposals shall be submitted in duplicate on the Bid Form furnished in the Project
Manual with the Bidder's signature in longhand. Telephone, proposals, fax proposals or modifications will NOT be considered.
Contract Documents including the Bid Form are available from:
Buetow & Associates, Inc.
2345 Rice Street, Suite 210
Minneapolis, MN 55113
(651) 483-6701
Requests for copies of the Contract Documents shall only be directed to the office of the Architect. A one hundred dollar ($100.00)
refundable deposit for each set of the Contract Documents is required (deposits must include Bidder's telephone and fax numbers). Up to
two (2) sets may be requested and by General Contractors only. Requests for sets of Contract Documents must be received on or before
Tuesday August 30,2005. After that date, no further sets will be reproduced for bidding purposes. There will be no issuance of partial
bid documents. Deposits will be returned upon receipt of both a bona fide bid and return of the Contract Documents to the Architect in
good, reusable condition within ten (10) days immediately following the date of the Bid Opening. Bidders are encouraged to procure
sets of the Contract Documents in person and directly from the office of the Architect. If a Bidder requests the Contract Documents to
be delivered by U.S. Mail, it will be necessary to include a separate, non-refundable payment in the amount of thirty dollars ($30.00)
per set as reimbursement for handling and delivery costs. Each such deposit and payment shall be written as payable to "Buetow &
Associates, Inc.".
Contract Documents will be on file on Tuesday August 16, 2005 at the following locations: City of Columbia Heights Municipal
Service Center, Minneapolis Builder's Exchange, Minneapolis Builder's Exchange, the F.W. Dodge Plan Room and Reed Market Data
Information Systems microfilm service.
A cash deposit, certified check, or acceptable Bid Bond payable to the City of Columbia Heights, in an amount equal to five percent
(5%) of the total Base Bid shall be submitted with each bid in accordance with the Contract Documents. The successful Bidder will be
required to furnish a Performance Bond and a separate Labor and Material Payment Bond.
Bids shall be sealed and addressed to the attention of: Kevin Hansen, Public Works Director at the address listed above for the City of
Columbia Heights and shall have clearly marked on the face of the sealed envelope, "Sealed Bid for the City of Columbia Heights
Municipal Service Center Remodeling". Bids shall be submitted to the Public Works Department Reception Desk located on the
second floor of the City of Columbia Heights Municipal Service Center. The public entrance is located on the west side of the
building. Instructions are posted there regarding access to the Public Works Department Reception Desk.
To be considered, each bid must be received no later than 2:00 p.m. CDT on Thursday September 8, 2005 at the above address for the
City of Columbia Heights Municipal Service Center. Bids will be opened and read aloud in the Staff Lunch Room located on the first
floor of the City of Columbia Heights Municipal Service Center. The Staff Lunch Room is accessible from the public entrance.
Contracts for work under this bid will obligate the Contractor to maintain policies of employment under provisions of applicable
Federal and State laws against discrimination, including, but not limited to, Civil Rights Act of 1964 and Minnesota Statute 363.
The City of Columbia Heights reserves the right to reject any or all bids and to waive formalities or any irregularities in bidding. No
Bidder may withdraw their bid within ninety (90) days immediately following the date of the Bid Opening.
The Architect will conduct a Pre-Bid Conference and Tour of the City of Columbia Heights Municipal Service Center and its site
commencing at 2:00 PM CDT and completing at approximately 3:30 PM CDT on Thursday, August 25, 2005. Each Bidder shall
attend. Sub-bidders and other interested parties may attend at their discretion. No other pre-bid conferences or tours will be scheduled or
allowed. The parties shall inquire at the first floor Reception Desk for the location of the scheduled Pre-Bid Conference and Tour.
The City Council will consider award of a Contract at their regular meeting to be held on Monday, September 12,2005 at 7:00 PM in
the City Hall Council Chamber located at 590 40th A venue Northeast.
Walt Fehst, City Manager
City of Columbia Heights
DIVISION A - BIDDING INSTRUCTIONS AND FORMS
SECTION A-03
INSTRUCTIONS TO BIDDERS
Page 1
.100 Definitions:
All definitions set forth in the General Conditions of the Contract for Construction are applicable to
these Instructions to Bidders.
Bidding documents include the Advertisement For Bids, Instructions to Bidders, the Bid Form and
the proposed Contract Documents including any Addenda issued prior to receipt of bids.
Addenda are written or graphic instruments issued prior to the execution of the Contract which
modify or interpret the bidding documents, including Drawings and Specifications, by additions,
deletions, clarifications or corrections. Each and every Addenda will become part of the Contract
Documents when the Construction Contract is executed.
.200 Bidder's Representation:
Each bidder by making a bid represents that he/she has read and understands the bidding
documents.
Each bidder by making hislher bid represents that he/she has visited the site and has become
familiar with the local conditions under which the Wark is to be performed.
Bidders shall compare the drawings and specifications with any work in place, inform themselves
fully of the conditions relating to the location, accessibility and general character of the site,
acquaint themselves with labor conditions, transportation facilities and other pertinent conditions
which may affect the work to be perfortned. If awarded a contract, no additional compensation
will be allowed because of difficulties or obstacles which the bidder could have discovered or
reasonably anticipated during the bidding by visiting the site.
.300 Bidding Procedures:
Bidders MUST use Document 00300 Bid Form, as attached to and made a part of Division A, or
they will not be considered. All erasures or changes, which appear on the form of Proposal, must
be initialed by the person signing the proposal. Quotations shall be given in both written words
and figures, and in case of discrepancy between the two, the written amount will govern. All
blank spaces on the Form of Proposal pertinent to the type of bid submitted must be filled in
completely with Base Bid and Alternate Proposals.
A Bid is invalid if it has not been deposited at the designated location prior to the time and date for
receipt of bids indicated in the Advertisement For Bids, or prior to any extension thereof issued to
the bidders. Telephone, Telegraphic and Telecopier (Fax) bids will not be considered.
SECTION A-03
INSTRUCTIONS TO BIDDERS
Page 2
.300 Bidding Procedures continued:
Bidders must assume full responsibility for the prompt delivery of bids. Late bids will be returned
unopened.
No bidder shall modify, withdraw or cancel his/her Bid or any part thereof for ninety (90) days
after the time designated for the receipt of bids in the advertisement or invitation to Bid.
Proposals shall be signed by the individual if the proposal is submitted by a Sole Owner.
Proposals of partnerships shall be signed by all partners. Proposals of corporations shall contain
the correct name of the corporation, and the state of incorporation. The signature of the president,
or other authorized officer of the corporation, shall be manually written below the name of the
corporation, together with the title of the officer. If a corporation Bid is signed by an official other
than the president, attach to the Bid a certified copy of the resolution of the Board of Directors
showing the authority of the official signing the Bid. If a Bid of an individual or a partnership is
signed by an attorney-in-fact, attach a power of attorney to the Bid evidencing the authority to sign
the Bid. If the Bid is signed by any other legal entity, the authority of the person signing must be
attached to the Bid.
Submit two copies of the Bid Form and all other required bidding forms, properly executed and
sealed.in an envelope addressed to the Owner and identified in the upper left hand comer with the
project name, the bidder's name and the type of work covered by the proposal. Mail or deliver to
the place stated in the Advertisement for Bids in sufficient time to insure its receipt before the time
stated for opening the proposals. The Owner and Architect will not be responsible for the
premature opening or failure to open a Bid not properly addressed or identified.
Bids may be withdrawn by written request signed by the person who signed the Proposal and
received prior to the time fixed for opening of bids. Negligence or carelessness on the part of the
Bidder confers no right for the withdrawal of the bid after it has been legally opened.
ADO Examination of Bidding Documents:
Each bidder shall examine the bidding documents, carefully and, not later than seven days prior to
the date for receipt of bids, shall make written requests to the Architect for Interpretation or
correction of any ambiguity, inconsistency or error therein which he/she may discover. Any
interpretation or correction will be issued as an Addendum by the Architect. Only a written
interpretation or correction by Addendum shall be binding. No bidder shall rely upon any
interpretation or correction given by any other method.
SECTION A-Q3
INSTRUCTIONS TO BIDDERS
Page 3
.500 Substitutions:
Each bidder represents that his/her Bid is based upon the materials and equipment described in the
bidding documents and in the Description of Alternates of Project Scope.
In order to establish a standard of quality, certain materials, equipment, or processes are described
in the specification by means of trade names, catalog numbers, model numbers and/or
manufacturer's names. Products of other manufacturers which are equivalent in size, design,
capacity, quality and/or appearance and which will satisfactorily accomplish the purpose of the
specification will be considered for approval by the Architect as substitutions.
No substitution will be considered unless written request has been' submitted to the Architect for
approval at least seven days prior to the date for receipt of bids. Each such request shall include a
complete description of the proposed substitute, the name of the material or equipment for which it
is to be substituted, list of all variations or deviations from specification requirements and
standards of specified manufacturers, shop drawings, drawings, cuts, performance and test data
and any other data or information necessary for a complete evaluation.
Any and all costs, procedures and/or actions required of the Bidder, Supplier and/or Manufacturer
of an approved substituted product, item and/or assembly in order that it can successfully be
utilized, installed and/or placed into use is(are) solely the responsibility of each and every such
Bidders, Supplier and/or Manufacturer.
If the Architect approves any proposed substitution, such approval will be set forth in Addendum
or in several Addenda.
.600 Reiection of Bids:
The Bidder acknowledges the right of the Owner to reject any or all bids, to re-Bid, and to waive
any irregularity in any bid received. In addition, the Bidder recognizes the right of the Owner to
reject a bid if the bidder failed to submit the data required by the bidding documents, or if the bid is
in any way incomplete or irregular.
.700 Performance Bond and Labor
and Material Payment Bond:
The Bidder shall deliver the required bonds to the Owner not later than the date of execution of the
Contract, or if the work is commenced prior thereto in response to a letter of intent, the Bidder
shall, prior to commencement of the work, submit evidence satisfactory to the Owner that such
bonds will be issued.
The failure of the successful Bidder or bidders to execute a contract and to supply bonds within ten
(10) days after the prescribed forms are presented for signature, or within such extended period as
the Owner may grant based upon reasons determined adequate by the Owner, shall constitute a
default, and the Owner may either award the contract to another responsible Bidder or bidders or
readvertise for bids and may charge against the bidder the difference between the amount of the bid
and the amount for which a contract for the work is subsequently executed plus any additional
costs including administrative, architectural, legal and other costs incurred by the Owner.
The Attorney-in-Fact who executes a surety bond on behalf of the surety shall affix to the bond a
certified and current copy of the Attorney-in-Fact's Power of Attorney.
SECTION A-03
INSTRUCTIONS TO BIDDERS
Page 4
.750 Submission of Post-Bid Information:
The selected bidder shall within seven days submit the following:
1 . A statement of costs for each major item of work included in the bid. Submit one copy of
"Cost Breakdown Worksheet" on the forms provided by the Architect. The information on
this form will be confidential and is for use in the Architect's office only. Monthly
applications for payment shall be itemized following the form of the above cost breakdown.
(The surety when specified or required by the Owner will be requested to approve the
"Sworn Construction Statement - Schedule of Values of Work" which is prepared after the
worksheet is approved).
2. A schedule indicating the work to be performed by the bidder with his/her own forces and a
list of names of the Subcontractors or other persons or organizations (including those who
are to furnish materials or equipment fabricated to a special design) proposed for such
portions of the work as may be designated in the bidding documents or, if no portions are so
designated, the names of the Subcontractors proposed for the principal portions of the work.
This list shall be divided into sections corresponding to the sections of the Specifications and
shall state names, addresses, and telephone numbers of the Subcontractors and suppliers,
together with the name of the product or items to be furnished. The Bidder will be required
to establish to the satisfaction of the Architect and the Owner the reliability and responsibility
of the proposed Subcontractors to furnish and perform the work described in the Sections of
the Specifications pertaining to such proposed Subcontractors' respective trades. Prior to
the award of the Contract, the Architect will notify the bidder in writing if there is reasonable
and substantial objection to any person or organization on such list.
3. Two copies of all insurance certificates required of the contractors. Refer to General
Conditions of the Contract for Construction (Article 11 Insurance) and to Supplementary
General Conditions (Subparagraph 11.1 Insurance) for minimum requirements of the
Contractor's insurance coverages.
4. Contractor's Qualification Statement: Owner may require submittal of AIA Document A305,
or other similar qualification data for purpose of determination of lowest responsible Bidder
prior to award of contract.
.800 Availability of the Site:
The site will be available for construction immediately upon award of the contract; however, the
Contractor shall not commence work nor allow any Subcontractor to commence work until the
requirements of the Conditions of the Contract have been met.
.900 Owner's Contractors:
The Owner may execute separate contracts for Security Systems, VoicelData Systems and Office
Furniture Systems concurrent with the Work of this Project.
The General Contractor shall undertake and shall execute reasonable measures so as to avoid
obstructing the Work of the Owner's Contractors and so as to work in a cooperative manner.
End of Section
EXHIBIT D
Re: City of Columbia Heights
Municipal Service Center Remodeling
Columbia Heights, Minnesota
Contents: Bid Form and Bid Security of
Ebert Construction
23350 County Road 10
CorcoranlLoretto, Minnesota 55357
Renovation of the Municipal Service Center Building
Columbia Heights, Minnesota 55421
2, Base Bid (plus any C?r all Alternates EXCEPT Alternate Number 1): The undersigned agrees, if
awarded the Contract, to substantially complete the Contract within I fj D
calendar days from the date of award of the Contract.
3, Base Bid (olus any or all Alternates INCLUDING Alternate Number 1 ): The undersigned
agrees, if awarded the Contract, to substantially complete the Contract within /80
calendar days from the date of award of the Contract.
4. Accompanying this Bid is bid security in the form of a
amount of 5 %
Bid Bond
in the
The undersigned agrees that if this Bid is accepted and the undersigned refuses to enter into
a Contract with the Owner on the terms stated in this Bid or fails to furnish satisfactory
Performance and Payment Bonds in accordance with the Bidding Documents, the amount of
this bid security shall be forfeited to the Owner, not as a penalty, but as liquidated dam,ages.
5. The undersigned agrees, if awarded the Contract, to enter into a Contract with the Owner on
the terms stated in this Bid and to execute the Agreement and furnish satisfactory
Performance and Payment Bonds, if such bonds are required, in accordance with the Bidding
Documents, within ten (10) days after receipt of the proposed Agreement form.
6. The undersigned agrees that this Bid may not be withdrawn for a period of ninety (90) days
immediately following the date of receipt of Bi~s.
7. In submitting this Bid, it is understood that the right is reserved by the Owner to reject any
and all Bids.
8'. Addenda Nos.
1,2
have been received and are incorporated in this Bid.
The undersigned conducts business as a:
Sole Owner
Partnership
-X. Corporation, incorporated in the State of Minnesota
Other (specify)
LEGAL NAME OF PERSON, FIRM OR ORGANIZATION
Name
Ebert. Inc.
Address
23350 County Road 10
Corcoran Loretta MN 55357
By
By
Title
Title
Vice President
End of Document
Document 00060
Page 3
.: ~
~=:!AIA DocumentA310" -1970
Bid Bond
WHEREAS, the Principal has submitted a bid for
(Here insertfull name, address and description afproject)
Renovation of the Municipal Service
Center Building
ADDITIONS AND DELETIONS:
The author of this document has
added information needed lor ils
completion. The author may also
have revised the le~ of the
origInal AlA standard form. An
Additions and Dele/ions Report
\hat noles added inlormetion as
well as revisions 10 ihe.slandard
form text is available from the
author and should be reviewed.
A vertical line in \he left margin of
this document indicates where
F . P h the author has added necessary
as Obligee, hereinafter called the Obligee~;{ffie su~~fel{t 5 ~Jor We ~aMPdrgfD information and where'lhe author
which sum weII and truly to be made, tbe said Principal and the said Surety. bind h~s. added to or deleted from Ihe
ourselves, our heirs, executors, administrators, successors and assigns, jointly and ongmal AlA text
severally, flImly by these presents. This documenl has Important
legal consequences.
Consultation with an attorney
is encouraged with respect \0
Its completion or modification.
KNOW ALL MEN BY THESE PRESENTS, that we
(Here insertfull name and address or legal title afConrractor)
Ebert Construction, Inc.
23350 County Road 10
Corcoran/Loretto,MN. 55357
as Principal, hereinafter called the Principal. and
(Here insert full name and addres:r or legal title of Surety)
Merchants Bonding Company
2100 Fleur Drive
Des Moines"IA 50321
a corporation duly organized under the laws of the State of as Surety, hereinafter called the
Surety. are held and firmly bound unto
(Here insertfull name and address or legal title DfOwner)
City of Columbia Heights,MN.
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal
shaIl enter into a Contract with the Obligee in accordance with the terms of such bid, !lnd
give such bond or bonds as may be specified in the bidding or Contract Documents with
good and sufficient surety for the faithful performance of such Contract and for the prqmpt
payment of labor Md material furnished in the prosecution thereof, or in the eve~t of the
failure of the Principal to enter such Contract and give such bond or bonds. if the Principal
shaIl pay to the Obligee the difference not to exceed the penally hereof between the
amount specified in said bid and such larger amount for which the Obligee may in good
faith contract with another party to perform the Work covered by said bid, then this
obligation shall be nun and' void, otherwise to remain in full force and effect.
AlA Documenl A310lU -1970. Copyright @1963 and 1970 by The American InsUtule of An;hileds. All rights reserved. WARNING: This AlA"
Documenlls prolecled by U.S. Copyrlghl Law and Inlemetlonal Treaties. Unaulhorlzed reproduc1lon or distribution ollhis AlA. Documen~ or any
portion 0111, may resull in seVere civil alld criminal pellall/es. and will be proseculed to Ihe maximum eXlenl possible under Ihe law. This document
was produced by AlA soflware at 09:45:43 on 07/21/2005 under Older No.1000138532_B which expires on 9/23/2005, and ~ nollor resale.
Us.r Noles: (3B204B1124)
Signed and sealed this 8 TH day of September 2005
Eber Construction, Inc.
( Seal)
o. Rasmussen,Vice President
Bonding Company
u)'~
(Til!e) Gary odward (Seal)
Attorney In Fact
AlA Document A310'" - 1970. Copyright illl1963 and 1870 by The American InsUlule 01 Archilecls. All rlghls reserved. WARNING: This AlA:'
Document Is protected by U.S. Copyright Law and Internallanal Treaties. Unauthorized reproduction or dIstribution ollhls AIA~ Document, or any 2
porllon or II, moy rssuUln severe civil end criminal penalties, and will be proseculed 10 the maximum extenl possible under the law This documenl
was produced by AlA sollware al 09:45:43 on 07/21/2005 under Order No 1000138532_8 which e.piles on 9/2312005. and is nollor resale
User Notes: (3820461124)
.1~lln'J 'I] J'~' ,,:~.,i1~[.1'jl' ~ ~ .rei ~I'll ~~I
STATE OF
COUNTY OF
)
)
)
On this ' day of , 20_, before me, a Notary Public within and for said county, personally appeared
(print name) to me known to be the person described in and who ~xecuted the
, foregoing instrument, as Principal, and acknowledged to me that the execution of this instrument was a voluntary act and deed,
(NOT ARJAl SEAL or STAMP)
Notary Public,
My Commission Expires
"
County,
.;~Ij (~~[ el'!'} ~ ~ -lei ~I'JI =f~ ....].. :1:.' \'.f I~'f ~.f.."i: It.
STATE OF
COUNTY OF
)
)
)
On this day of , 20_, before me, a Notary Public within and for said county, personally appeared
(print name) to me known to ~e a partner in the partnership whose name is subscribed on this bond
fonm, who acknowledged to me that this bond was executed o~ behalf of the partnership for the purposes therein contained
(NOTARIAL SEAL Dr STAMP)
Notary Public,
My Commission Expires
County,
. Ii".] .~ ;Ie] l~:''t J ~!~Ij ~.L'l'}'j" ~::t .rtil'lf =f~'
STA~EOF fYlU1JU,b~ )
COUNTY OF Wn;rtJ- ?
On this ~ day 'of ~ ~ , 20JJ1i.. before me, a Notary 'Public within and' for said c~unty, personally appeared
(print name) cTames 0., -Rasmus sen ,whQ being first duly sworn, says that he is the
Vice-,~~residettt'~ " of Ebert Construction, Inc. ,Principal herein and executed the foregoing
instrument for and in its epf Directors; that the al affixe the foregoing instrument is the corporate seal of said
'.' -."""'," ",.. furthe6cT~$\(1I~Wd IUJRiSG-lnnent Ji~ the execution th re f ary act a deed of,said corporation.
Notary PUblic
Stat
R S~ommlssion Expires
January 31 . 2009
. .
STATE OF Minnesota
Hennepin
COUNTY OF
)
)
)
On this 8 TH day of September' . 20~, before me, a Notary Public within and for said county, personally appeared
(print na,me) Gary Woodward , who bE)ing first duly sworn, says that he is the ,
attorney in fact of Merchants Bonding CO~~~erein,acorporationdulyorganiZedand
existing under laws of the State of Iowa , and executed the foregoing instrument for anGt in its behalf, by authority of
its Board of Directors; that the seal affixed to the foregoing instrument is the corporate seal of said corporation; and further acknowledged said instrument
and the execution thereof to be the voluntary act and deed of said corporation.
(NOTARiAL SEAL OR STAMP)
County, ~ri1;'ol
e KIMBERlY A. ERICKSON
NOTARY PUBLIC - MINNESOTA
, MY COMMISSION EXPIRES JAN, 31,2008
Page 2'
Merchants Bonding Company
(Mutual)
POWER OF ATTORNEY
Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL). a corpaatIon duly organized under
the laws of the Slate of Iowa, end having ils principal office in the City of Des Moines, County of Polk, Slats of Iowa, hath made,
constiluted and appointed, and does by these presents make, constilula and appoint
Wendy M. Schmid, Sheryl Cohen, Lisa Folta, Colleen M. Johnson, Jodi Randolph, Gary Woodward,
Deanna Bruwn
of Mirmeapolis and Slate of Minnesota Its true and lawful Attorney-In-Fact, with fuU power
and authority hereby conferred in its name, place and stead, 10 sign, execute, acknowledge and derIVer in its behalf as surely any
and all bonds, undertakings, recognizances or olher written obfigations in the nature theraof. subject to lhe imllalion thai any such
Instrument shall not exceed the amount of:
TWELVE MILLION (512,000,000.00) DOLLARS
and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as My and 10 the same extent as if such bond or
undertaking was signed by the duly authorized oflicers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of
said Attorney-In-Fact, pul"Gllant to the authority hareln given, are hereby ratilled and confInned.
This Power-of-Atl.omey Is made and executed pursuanlto and by authority of the following Amended Substiluled and Restated By-
Laws adopted by the Board of Directors oflhe MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002.
ARTICLE II, SECTION 8 - The Chairman of the Board or President or any VIC8 President or Secretary shaD have power and
authority to appoinl AIlomeys-in-FacI, and to authorize them to execute on behalf of the Company, and attach the Seal of the
Company theralo, bonds and undertalOOgs, ~nces, contrects r:A indemnity and other writings obBgalory in the nalure
thereof.
ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile
10 any Power of AlIomey or Certification thereof authorizing the execution and delivery of any bond, undertaking,
recognizance, or other 5Urulyshlp obligations of Ihe Company, and such signature and &oaI when so used shaft have 1he
same tim;a and effect as though manually fixed.
In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents 10 be signed by its President and
its corporate seal to be hereto affixed, this 1st day of September, 2004.
.,.....
," :\"G Co ".
I'~~..""'" '-'1t.o'.
I'~"~ \\PO ~~,,'9'';"o
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. -'_. . C:::o
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· ~It"""" \, .'
". '* .'
.......
STATE OF IOWA
COUNTY OF POLK n.
MERCHANTS BONDING COMPANY (MUTUAL)
~~;;L
Pres
On this 1st day of September. 2004, before me appeared lany Taylor, 10 me personally known, who being by me duly swom did sat thai
he Is President of the MERCHANTS BONDING COMPANY (MunJAL), the corporation described In the fllrB9alng Instrument, and that the
Seal affixed to the said Instrument Is the Corporate Seal of the said Corporation and thet the said Instrumenl was signed and sealed In behalf
of said CorporaUon by authority of il8 Board of Directors.
In T eslimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City rJ Des Moines. Iowa, the day and year first
abcm WIItIen..
ii CINDY SMYTH
. It CommIsllon Number 173504
My CommIssion Expires
Mareh 16,2006
STATE OF IOWA
COUNTY OF POLK 93.
&'1~
NdBry Public, Polk County, Iowa
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL). do hereby certlfy that the above and ~oIng
is a bue and correcI copy of the POWCR-OF.ATTORNEY executed by said MERCHANTS BONDING COMPANY (MlITUAL). which Is
sill In fuU fort:e and effed and has not been amended or revoked.
In WItness Whereof. I have hereunto set my hand and affixed the seal of the Company on this 8Th day of Septemb€;!r 20PS
POA 0001 (9/04)
.......
I' :\~G CO'I
.- ~~_.,.. ....'I/f,b..
..~..~\\PD-'9..,..""~ .0
:f1I,:~ ~'.;.i.~
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'ooIIt~ 1933 : ==:
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". ~.ii'."."'b ..
-.. 1:r ..
.......
-Z/~~~,
SEICItlIsty
to ~",,(
CllANGE ORDER NO.1
Pro' ect: MSC Buildjn Renovation and Remodelin
Owner: City of Columbia Heights
637 381h AvenueN.E.
Columbia Heights. MN 55421
Contractor: Ebert Constmction.
23350 County Road 10
Loretto, MN' 55357
Ci
Date ofIssumce: MlU'Ch 8. 2006
Ez1&ineer: City Engineer
You are directed to make the fOllowing changes in the Contract Docum.imts:
Description: See attached.
Purposo of Change Order:
The contract has been modified to include 1he following:
Staff requested additions, field changes or existing conditions modiii"cations to the contract
dOCUJneI\ts 8S detailed on the attached sheet.
CHANGE IN CONTRACT PRICE
CHANGE IN CONTRACT 'I1ME
Original Contract Time:
Original Contract Price:
$ 898.579.00
Previous Change Orders No. _ to No. _
$ None
Net Change from Previous Change Order:
Contract Price Prior to this Change Order:
$ 898.579.00
Contract Time Prior to this Change Order.
Net Increase of this Change Order:
$ 21.555.55
Net Inc.rease (Decrease) ofCbange Order:
Contract Price with all Approved Change Orders:
:8 920,134.55
Contrac.t Time with Approved Change orders:
N/A
Gary Peterson; Mayor
Appt~ft/-
Walter Fehst, City Manager
Date of Council Action
3)aftb
By:
CHANGE
ORDER
OWNER
ARCHITECT
CONTRACTOR
FIELD
OTHER
o
o
o
o
o
AlA DOCUMENT G701
Renovation of the Municipal'
Service Center Building
(name, address) 637 38th Avenue Northeast
Columbia Heights, Minnesota 55421
TO CONTRACTOR:
(name, address) Ebert, Inc.
23350 County Road 10
Corcoran/Loretto, MN 55357
PROJECT:
CHANGE ORDER NUMBER: Two
DATE: March 20, 2006
ARCHITECT'S PROJECT NO: 0507
CONTRACT DATE: September 26, 2005
CONTRACT FOR:
General Construction
The Contract is changed as follows:
'Refer to attached list of three (3) items.
Total ADD $9800.44
Not valid until signed by the Owner, Architect and Contractor.
Theoriginal(ContractSurn)(~was....................... .$
Net change by previously authorized Change Orders. . . . . . . . . . . . . .1~ ~ . . . . . . . . . . . . . . . $
The (Contract Sum) (~~~ priorro this Change Order was. . . . . . . . . . $
The (Contract Sum) (:@'J.I~Il?:kJi.;!=tro'J.I~1:!:) will be (increased)~~~}f)
(nHClt\mqgod) by this Change Order in the amount of . . . . . . . . . . . . . . . . . . . . ; . . . . . . . $
The new (Contract Sum) (~) induding this Change O,rder will be .. $
898,579.00
7,704.31
906,283.31
9,800.44
916,083.75
The Contract Time will be (iR~~~1ll) (unchanged)~
The date of Substantial Completion as of the date of this Change Order therefore is still April 17, 2006.
) days.
NOTE:
This summary does not reflect clunges in the Comoct Sum, Contract Time or Guaranteed Maximum Price which have been authorized by
Construction Change Directive.
Buetow and Associates, Inc.
ARCHITECT
2345 Rice Street, #210
Address
St. Paul, MN 55113
Ebert, Inc.
CONTRACTOR
23350 County Road 10
Address
Loretta, MN 55357
City of Columbia Heights
OWNER
590 N.E.
2...T:!:
DATE
MN 55421
BY _.m.
BY
BY
,'IA DOCUMENT G701 . CHANGE ORDER . 1987 EDITION . AlA"' . @1987 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
. 3\06
G701-1987
CHANGE
ORDER
OWNER
ARCHITECT
CONTRACTOR
FIELD
OTHER
o
o
o
o
o
AlA DOCUMENT G701
Renovation of the Municipal
Service Center Building
(name, address) 637 38th Avenue Northeast
Columbia Heights, Minnesota 55421
TO CONTRACTOR:
(name, address) Ebert, Inc.
23350 County Road 10
Corcoran/Loretto, MN 55357
PROJECT:
CHANGE ORDER NUMBER: Two
DATE: March 20, 2006
ARCHITECT'S PROJECT NO: 0507
CONTRACT DATE: September 26, 2005
CONTRACT FOR:
General Construction
The Contract is changed as follows:
Refer to attached list of three (3) items.
Total ADD $9800.44
Not valid until signed by the Owner, ArChitect and Contractor.
Theoriginal(ContractSum)(~~was....................... .S
Net change by previously authorized Change Orders. . . . . . . . . . . . . ff.~ . . . . . . . . . . . . . . . S
The (Contract Sum) (~E:~) prior to this Change Order was. . . . . . . . . . $
The (Contract Sum) (~R~~ will be (increased)~~~R)
QaHclmngod) by this Change Order in the amount of . . . . . . . . . . . . . . . . . . . . ; . . . . . . . S
The new (Contract Sum) (~N~) including this Change Order will be .. $
898,579.00
7,704.31
906,283.31
9,800.44
916,083.75
The Contract Time will be (iROU!l.s~~~~ (unchanged)Jo4C
The date of Substantial Completion as of the date of this Change Order therefore is s till April 17, 2006.
) days.
NOTE:
This summary does not reflect changes in the Contract Sum, Contract Time or Guaranteed Maximum Ptice which have been authorized by
Construction Change Directive.
Buetow and Associates, Inc.
ARCHITECT
Rice Street #210
Address
St. Paul, MN 55113
Ebert, Inc.
CONTRACTOR
23350 County Road 10
Address
Loretto, MN 55357
City of Columbia Heights
OWNER
590 40th Avenue N.E.
Address
Columbia Heights, MN 55421
B'l _'_' .
BY
3Y_.__
2..1):
DATE
DA,'E "___
ciA DOCUMENT GT01 . CHA1'lGE ORDER . 1987 EDmON . AlA'" . @1987 . THE
AMERICAl'-l INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" N,W" WASHINGTON, D.C. 20006
G701-1987
March 20, 2006
Renovation of the Municipal Service Center Building
Columbia Heights, Minnesota 55421
BA #0507
CHANGE ORDER SUMMARY
Change Order Two
Contractor's Number of
Number Sub"ect Cost Claim AddI. Da s ustification Back round
1 M & E Engineering Memo $3,760.90 0 PR Proposal Request PR3
of 12/12/05
2 Roof Top Branch Circuits $2,360.64 0 OR Proposal Request PR5
3 Locker Room Shower $3,678.90 0 PR Proposal Request PR6
Ceilings
TOTAL $9,800.44
Note: Contractor's Change Requests are attached for reference.
Justification Key
CR Contractor's Request
OR Owner's Request
PR Project Requirement
DC Uncovered Condition
Vl2--9
E3E=lT
CONSTRUCTION
23350 County Road 10
Corcoran/Loratto, MN 55357
Phone (763) 498-7844
Fax (763) 498-9951
Ebert #7-2nd revision
** PROPOSED CHANGE QUOTATION **
To: Buetow & Associates
Project: Columbia Heights, Municipal Service Center
P.R. No: N1A
Attn: Randy Engel
Our Job #: 6374
Date: 3/1/2006
Description of Change:
M & E Engineering memo dated 12/12/05. This c/o request replaces any prior requests for work involved
in that memorandum. However, plumbing costs for Item #9 will be submitted at a later date.
There will be no plumbing change order requests for any other items included in this memo.
Labor Cost:
Superintendent
Carpenter
Labor
2
Hours At
Hours At
Hours At
$72.00
$60.00
$58.00
$
$
$
144.00
NfiiTe-rial Cost:
Tool rental 2% oflabor
Dumpster Cost
Materials
TOTAL LABOR COST
$
------1:44700
$
$
$
2.88
Subtotal
Sales Tax @ '1.0%
$
$
2.88
TOTAL MATERIAL COST
$
2.88
Subcontractor Cost:
Metro Sheet Meta!
$
$
$
$
$
$
$
$
$
3,375.00
Summary:
Labor & Material Cost
10% GC Mark-up
Subcontractor Costs
5% Markup Sub Contractor's Costs
Bond Premium 1.5%
TOTAL SUBCONTRACTOR COST
$
3,375.00
$
$
$
$
$
146.88
14.69
3,375.00
168.75
55.58
TOTAL THIS PROPOSAL
$
3,760.90
Schedule:
Add
2
Working Day(s) to our Work
Respectfully Submitted
~ WJMl
Project Manager
Owner Acceptance
Date
------.~
\' \"" ;J
METRO
6517049455
02/17/06 10:81am P. 002
~J\rU1--~t___ !NJ & Il fFj @
SHEET METAL, Inc.
(I^Jl~
3250 Fanum Road
51. Paul, MN 55110
Phone: (651) 704-9366
Fax: (651) 704-9455
PROJECT: Columbia Heights Municipal Service Center
Change Order Requested By: Engineer
Owner and/or Architect-Engineer Change Order Request Number:
Material
Equipment
NUMBER: 5335T
Date:
2/17/06
-$104
$25
Material & Equipment Subtotal:
Sales Tax I 650%
Labor 18 Manhours @ $48
Labor Insurance and Taxes @ 35%
Drayage 3% of Labor
Testing & Cleanup @ 2%
Tool Replacement 5%
Parking- Travel-Subsistence
EngineeringlDetailing
Drafting
Administration Cost
-$79
-$5
of Labor
of Labor
$864
$302
$26
$17
$43
$0
$0
$0
$85
Labor Subtotal:
$1,338
$0
Equipment Rental
Subcontracts - Plumbing
Insulation
Temperature Control
Lift
Heating
Subcontracts - Subtotal:
Margin
$0
SO
$218
$0
$0
$1,270
$1,488.00
5% $74AQ
$1,562.40
Subcontracts - Total:
Subtotal:
Change Order Subtotal Costs:
Overhead 0%
Subtotal:
Margin 10%
Subtotal:
Subcontracts- Total
Credits:
Special Insurance:
Bond Premium
Interest on Retainage:
TOTAL PRICE OF CHANGE:
This proposal may be withdrawn by us if not accepted within 30 days.
Cost if this change order is not accepted: $0 .
$1,254
$0
$0
$1,254
$0
$1,254
$125
$1,379
$1,562
$0
$0
$0
$0
$2,941
Permits & Fees
Indirect Costs for this Change Order
Air Conditiontng , Heating' Sheetmetal . VenUlatiolll . Fabrication
PVl,., 5
METRO
6517049455
02/17/06 10:81am P. 001
~~L !Jlj) @. u fF1 @
JlJ\Jl~
SHEET METAL, Inc.
3260 Fanum Road
81. Paul, MN 55110
February 17, 2006
Phone: (651) 704-9366
Fax: (651) ]'04-9455
Usa Willett
Ebert Construction
23350 County Road 10
Corcoran, MN 55357
Re: Columbia Heights Municipal Service Center
Mechanical Modification Change Dated 12/14/05 - Revised
Dear Lisa,
The following costs are revised to accommodate additional piping modifications.
The costs for the mechanical modifications Item #1 through #9 is Two Thousand Nine Hundred
Forty One Dollars, ($2,941.00).
Itemization:
-J
Item
Item #1, EF-1 Louver
Item #2, Comb. Air
Item #3, N/A
Item #4, ERV Exhaust Duct
Item #5. 5" Supply Duct
Item #6, Original (deleted) 6<10# FU-2
Item #6, Revised (add) 684!.' FU-2
Item #7, New Return Grille
Item #8. N!A
Item #9, N!A
Sub-Total:
Sub
Shop
1
Field
Material
($100)
(1 )
($ 148)
($1416)
$3004
(5)
14
1
(23)
30
1
($ 384)
$ 423
30"
$1488
11
7
($ 79)
"Materials S5.00 and Equipment $25.00.
Please note that Metro Sheet Metal is excluding any roofing, cutting or patching for this
modification. If you have any questions, please call me.
.--'.
Sincerely,
-------/' ". '/ .
._---; .,' I~-./ _......-
p;37;' d:.- .;c.--
Tom Couch
Project Manager
Attachment: Cost Breakdown
Air Conditioning' Heating' Sheetmetal . Ventilation' Fabrication
~\t. }
Iv18z.E ENGINEERING, Inc.
Consulting Engineers
]300 Corporate Center Curve, Suite 101
ragan, Minnesota 55121
Office: 651-405-0912
Fax: 651-405-0929
E-mail: engineering@MandE-inc.com
Memo
To:
From:
cc:
Date:
Corom #:
Re:
Buetow and Associates
Attn: Randy Engel
2345 Rice Street, Suite 210
St. Paul,:MN 55113
Dan Moulton
File
December 12, 2005
03705
Columbia Heights Municipal Service Center
. Comments:
. Results of a meeting at site with Ted DeGraw of Metro West Sheet Metal on Friday, December 2,
2005, Tim McGuire and Dan of McGuire plumbing on Thursday, December 8 and construction
meeting on Thursday, December 8, 2005.
ITEM NO. 1: Height oflouver andEF-l to be 15'-0" same as O.A.louver in SEcomer. EF-18 to
be as high as possible in wash bay.
ITEM NO.2: Combustion air detail2/M4 to be revised to have the 32 x 32 plenum extend up 1'-0"
above the louver and the top of the louver to be 2' -6" below the floor above. This will
reduce the amount of ductwork required but still provide an air trap. The duct will not
. extend down .~~ out int? the sp~~~.~ ~~:_
./'~? ITEM NO. 3:
/
,
,.
i
i
I
\
.,.,
;
',,---, "
\ .---.-'-\,
",~---.
HWS and HWR piping in Men's Locker Room. The HWS and HWR riser shown ill \
Lunch Room 104 is actually in the new locker room and feeds the mezzanine and the
lunch room. The existing HWS and HWR across the ceiling of the Girls Locker
Room will remain. The drop to the existing radiation will be removed. New piping to
be extended above the locker (to the west) and down in the NW comer of the lockers
to reconnect to the piping to the radiation in the lunch room. Demolition ofRWS and
HWR mains north/south in Room 110 (M2) will not occur. Additional piping will be
required as described above. Delete 40' -0" of%" HWS and HWR shown on M4
(between grids 2 and 3) to feed radiation from below. See 8 Yz xII, M2 -IX and
.M2-3X.
..
.I
\..-.... ~ -- -~."----_.- ~ ..........-....-. ......~-~~..- ~,---.- ,---...,,- ......---- . ....__.---.-.-.-.-.~"_.-~_.
ITEM NO.4: Exhaust duct up to ERV from toilet room/locker room exhaust. 24 x 8 is shown up
thru floor on plan 2/M5. Turn 24 x 8 east/west (900) and extend up thru existing
Men's Toilet Room on the mezzanine just to the right of the lav. The plans called for
a 24 x 8 duct up into the Janitor's closet on the mezzanine but there is too much
ductwork below to extend up in that location. No additional cost anticipated. See
8 Yzx II,M6-1XandM6-2x.
10f2
~~3
ITEM NO. S: Supply duct to Meter/Utility Storage II 0 and to vestibule for Women's locker room.
Provide a S" round takeoff extended into the locker room vestibule from the 26 x 6
duct in Room 111. This is a clarification of what is shown on plan. See 8 ~ xII,
MS -3X
ITEM NO. 6: Location of furnace unit FU-2 and duct location. The furnace FU-2 will remain in the
Mech./BoiIer room in an up flow position. The existing return duct running thru the
Mech./BoiIer room will remain and will become a supply duct. The supply from
furnace FU-2 will connect in to this duct and it will become a supply duct. This
existing duct willbe removed from the wall between the Park Dept. and Engineering
to the east for about 24" and capped. See 8 ~ x 1 I M3 - IX and M3 - 2X.
A new 30 x lO duct will connect to the existing and extend to the north. Ibis 30 x 10
duct to drop before it blQcks the existing supply register for the Parks Dept. The 30 x
10 duct drops and connects to the existing 30 x 8 duct down thru the mezzanine floor.
Do not block the supply registers above. There is an existing fire damper at the floor
that needs to be removed and a new F /S damper installed. The ductwork below in
Room 112 to remain. Connect to the existing duct for supply into Room 110 as
shown. See 8 ~x 11 M2-lX, M2-2X,M2-3X, MS -3X,M6-3Xand
M6-4X
ITEM NO. 7: Return air from Room 206, Parks Dept. Provide new return grille at west waIl of
Room 206 as shown on 8 ~ x 11 M6 - 3X and M6 - 4X
!"" i
---~.--
(
"'\
''---,.
ITEM NO. 8: Gas piping to pressure wash.er andFU-l. Take off a new 1 W' gas line from an
existing 1 ~" gas line to the south of grid J. The new 1 )4" gas line to feed FU-l and
the pressure washer. Contractor has the option to take off in the basement from an
exb1:ing 2" gas line near grid 2, I. and run in the basement and feed up to FU-l. See
\'..~-- _ 8 ~x 11 M6-SX,M6-6XandMS-4X.
...--------- -".,.--._-----------,.----------_.........----------,--~,---_. -------..._------'-'---~"
ITEM NO.9: Connect existing hot and cold water feeding plumbing fixtures in Break Room and '
mezzanine to new hot and cold water main in basement from approximately 8 feet
north of J to about 1 foot north of J.
2of2
E3E=lT
CONSTRUCTION
rt2- ~
23350 COUnty R~ 10
COJ'COr:lnlLOI8tto, MN 55357
f>holltt (783) 4&8-7844
Fn (7$3) 498-9951
Ebert
'7
I .,'
** PROPOSED CHANGE QUOTATION **
To: Buetow &. ~$oci~
r~iere Columbia Hc:i!lh~, Munieipnl Servic-e Center
.~,R. No: NlA
Attn:
0111' Job II:
Dah::
RlIndy Engel
637'
112612006
~ript1on GfCh"llgC:
Per Httzschcd Cobalt. letter
LtWOLCOIlt:
Superintendent
Carpetrta
L~bot
Boors At
HOllr~ At
Hours At
$72.0()
$60.00
$58,00
$
~
S
Msttri$1 Co,ti:
Tool Tenllll 2% ofl8!)or
Dump~t1::r Cost
M.IIlCl'iI'llS
TOTAL LABOR COST
5:
$
$
S
SUbtotal
SaJeR 'rv: @ 7.0"'!"
$
S
S:a~l>ftir'lldo,. COIlt:
TOT At, MATERIAL COST
s
Coi)alt 13lcctric
:;
S
S
S
S
$
5:
5:
S
2.215.00
SUlftm*r:r:
T...abor & MI'tr:rilll Co51
10% OC Msrlc-\lp
SllbcOOtl'JlctQr Con!:
5% Markup Sub COrltnc:t\H"s Co~
Bond Premium J.5%
. TOTAL SUBCONTRACTOR COST
5:
$;
S
S
$
S
2.215.00
2.215.00
11 0.75
34.89
TOT^L11nSPRQ~SAJ_
$:
2.360.64
Schedule;
Ad\!
2
Working DIIy(s) to our Work
Respectfully Submitted
l<w, 0/( ilfJL
P~;ect ~M'lDgt:r
Owner ^c~cc
Date
PitS
Lisa Willett
Ebert Construction
23350 County Road 10
Corcoran~ MN". 55357
,01/25/2006
JAN 2 8 ~~
Re: Columbia Heights RFr 3
Lisa, I would like to propose this option for the roof top branch circuits for the
ventilation- ~pmcrrt, First off, Steve hm- a CQUCCm o~ thc-.:urrent--bFawh '(:i.""'Cuit
wires feeding the large HV AC lUlit above the offIces. It i$ currently fed with
aluminum w r~s and he would like it to be feed with copper conductors. I propose we
pull out all ei aluminum wire and replace it with # 1/0 COpper wire and instaJJ a 225
amp MLO EMA 3.R panel board and feed it with a 150 amp 3pole breaker frorn. the
MOP. This atlJe.l would fced aU the rooftop equipment as well as the flag pole
lighting and reI receptacle. The 150 am.p breaker in the MDP would replace the 60
amp 3pole b'leAkernow feeding the RID.
This change F9u1d accomplish Steve's concerns and would reduce the amount afraof
deck pcnetratiqns to just one.
The up-char~e !would be primarily for the panel and wl~. The additintJallabcr ',vould
be 8 man hollrs tor the wire replacement
Total for this change would be $2215.00
I also needt ~ow ASAP if we are using class J~ fuses for the feeders in the
MDP. Ifwe foe the switches need to be rated at 600 Vl)/ts.
Cobalt Elect
n
I :
\/
/1'/
/
~/
i
2716 WEST I fH ST, . MINNEAPOUS, MN 55410 . 612'0'0-5742 . FAX 612.915-1141
Wed, Jan 25, 2006
9:52 AM
From: Lisa Willett <Iwillett@ebertconst.com>
To: "Randy Engel (E-mail)..<randy_engel@buetowarchitects.com>
Date: Wednesday, January 25, 2006 9:32 AM
Subject: FW: Lisa Willett.doc RFI #4.rtf.doc
dcu~
Randy: $2215, plus 5% (110.75) and 1.5% (34.89) for a total add of 2360.64, if owner entertains option. If so, I'll prepare a
formal change order request.
-----Original Message-m-
From: John Werier [maiito:cobait@eworid3.net]
Sent: Wednesday, January 25, 2006 9:33 AM
To: Lisa Willett
Subject: Lisa Willett.doc RFI #4.rtf.doc
~9~
~/\toc;
Lisa Wlllett
01/25/2006
Ebert Construction
23350 County Road 10
Corcoran, MN. 55357.
Re: Columbia Heights RFI 3
Lisa, I would like to propose this option for the roof top branch circuits for the ventilation equipment. First off, Steve has a concern
over the current branch circuit wires feeding the large HV AC unit above the offices. It is currently fed with aluminum wires and he
would like it to be feed with copper conductors. I propose we pull out all the aluminum wire and replace it with # 1/0 copper wire and
install a 225 amp MLO NEMA 3R panel board and feed it with a 150 amp 3pole breaker from the MDP. This panel would feed all the roof
top equipment as well as the flag pole lighting and GFCI receptacle. The 150 amp breaker in the MDP would replace the 60 amp 3pole
breaker now feeding the RTD.
This change would accomplish Steve's concerns and would reduce the amount of roof deck penetrations to just one.
The up-charge would be primarily for the panel and wire. The additional labor would be 8 man hours for the wire replacement.
Total for this change would be $2215.00
Page 1 of 2
(/115
Wed, Jan 25, 2006
9:52 AM
I also need to know ASAP if we are using class J- fuses for the feeders in the MDP. If we are the switches need to be rated at 600
volts.
Thanks, John Werler,
Cobalt Electric, Inc.
Page 2 of 2
E3E:::tT
CONSTRUCT..ON
rf\1.~
ts~-Cowrty~ 10
Corcor.tl'Vl.onano. JIlIN 55357
Phon. (713)498-7144
1=.)( (1~) ..98-9;51
.:tl
Ebert Nt1! II
** PROPOSED CHANGE OUOT A nON **
T tH Buetow &. Auoetlllet
l'rojett: Columbia Hei~lls. Municipal S<<vicc Center
P.:R. No: J
Atbl!
Ollr.Job 11/:
DIlle: .
RaJ:ldY Engel
6374
2/l512006
De1Ic:rirtlon or Chanec:
Provide plasu:r ceilin~ llt showm
LIbor Colt:
SuperinttMcnl
CI7'pt1'ltet
ulM'
Houn: At
HOlm At
~At
$72.00
$6\).00
m.oo
$
S
l
n.oo
ii'mia' ClII';
ToolrmW 2% (>f.' flllx>r
Duthpster Cost
M.tcrial!
TOTAL LABOR COST
s
72.00
SubtoUl
S.les Tax @ 7.00",
S
$
S
$
S
1.44
lA4
Tont, MATERIAL COST
$
1M
Submtnd.r emU
Ideal Wall S)'!tam
$
$
.S
$
$
S
S
3:
S
3.375.00
TOrN. SIJBCON'T'RACTOR COST
s
3.375.00
Svllllll.".:
Labor ~ Ma1etial 0",
10"1. ,.c MIVl::.up
Subcontnld",. ('~
S~ Markup Sub COl\tmclor'~ C~1:l .
&o4lnmtll1ll U%
s
S
$
$
S
73.44
7.34
3.37~.OO
J611.75
54.37
TOTAL THTS PROPOSAL
$
3.<>78.9(}
Scl1odulc::
Add
Worlciflg Dfty( s) to our Work
R~peetf\llly Submitted
JiM} W JJ.Ji
PI'O~t MMDfer
<Jowncr ^cotpUnce
DIlk
Jen 13 06 12:58p
,_.1
IDEAL WALL SYSTEMS, me.
Prof6SSiona1lDepencllJble
9310 Pamsh Ave. N.E.
Elk River. MN 55330
763-241-9944- OffiCE
763-441-2922~AJ(
CHANGE ORDER AGREEMENT
DATE: JANUARY 11. 2006
CUSTOMER EBERT CONSTRUCTION - lute..: LiU WiUett
PR01ECT NUMBER 0507 - 87
PROJECT NAME CITY OF COLUMBIA HEIGHTS
CHANGE ORDER #: 87.1
DESCRIPTION OF TInS CHANGE ~
LABOR.I: MATERIAL
AMOUNT
....-...
· Fnnn~ blue board, lath &. plaster shower rooms c:enin~
TOTAL
S 3, 375.00
TOTAL AMOUNT OF ! HI~ CR"NGE OP.DER
C' ".l ,.,.r no,.,.
......, -",.J..vv
ADD THIS AMOUNT TO CONTRACT PRICE:
SrGNATURE FOR ACCEPTANCE
S 3, 375.04)
N.A:M:E I TITLE:
DATE:
COAoOl.l:l101
',-,,/
__u'__""_"_ '__~___.'
". 1
~n /J
t ,'--"0
Feb 1~ OS 01:0~p
DATE:
COMPANY;
A TtEN:
FAX#
FROM:
RE:
~ OF PAGES:
,Uu.
Per your memo for II breakdown of Jabor & nuterials for the pJuter ceiling _ PR:#3
on tht above mentioned project ~ as folloW9: LAbor - $ 2000.00 &. MateriaJ ~ S 1375.00
ThankJ
Craig .Jordan
IDEAL WALL SYSTEMS, INC
Minority Women Owned
9310 PARRISH AVE. N.E.
ELK RIVER, 1v1N 55330
763-241-9944 - OFFICE
763-441-2922 - FAX
February 14t tMEM 0
Ebert Construction
u.. Willett
763-49S-099Sf
Craig JordAn
ColumbiA ITeigbt$ Muni Service Center
1
p. 1
'f l'L'
~
Wed, Feb 15, 2006 5:34 PM
From: Randy Engel <randy_engel@buetowarchitects.com>
To: Steve Synowczynski <steve.synowczynski@Ci.columbia-heights.mn.us>
Cc: Kevin Hansen <kevin.hansen@ci.columbia-heights.mn.us>
Date: Wednesday, February 15, 2006 5:34 PM
Subject: COLUMBIA HEIGHTS MSC (BA#OS07)
February 15, 2006
;-
Steve and Kevin:
The Contractor is claiming a cost of $3678.90 to provide lath and plaster ceilings in the shower room
located in each Locker Room. An exposed Precast concrete ceiling is shown in the Construction
Documents. In retrospect, I don't think that is as good an installation as the lath and plaster.
I will send the breakdown by FAX.
I recommend approval. Please advise by Friday 2/17/06.
Thank you.
BUETOW AND ASSOCIATES, INC.
Randy L. Engel, RA, AS
Vice President
Voice: (651) 483-6701
Fax: (651) 483-2574
Page 1 of 1
/
PROPOSAL
REQUEST.
AlA Document G709
(InsrrucIions on reverse side)
O'X'NER
ARCHITECT
CONSULTANT
CONTRACTOR
FIELD
OTHER
ThiJ)~
rz(
fJ/
n
g/
o
o
PROJECT: Municipal Service Center RemodelinlPROPOSAl REQUEST NO.:
(Name and address) 637 38th Ave. N.E.
Columbia Heights, MN 55421 DATE OF ISSUANCE:
January 4, 2006
OWNER:
(Na~ea~addr=)City of Columbia Heights
590 40th Avenue N.E.
Columbia Heights, MN 55421
CONTRACT FOR:
General Construction
CONTRACT DATED: 9/26/05
ARCHITECT'S PROJECT NO.: 0507
TO CONTRACTOR: Ebert Construction ARCHITECT:
(Name and address) 23350 County Road 10 (Nameandaddress).
Corcoran/Loretto, MN 55357
Buetow and Associates, Inc.
2345 Rice Street.
St. Paul, MN 55113
Please submi( an i(emized proposal for changes in (he Comrac( Sum and Comrac( Time for proposed modifications La (he Comract
Documems described herein. Submit proposal within Ten (10) days, or nmify (he Architect in wri(ing of the
date on which you amicipa(e submitting your proposal.
TrlIS IS NOT A CHAI'-IGE ORDER, A 'CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK
DESCRIBED IN THE PROPOSED MODIFICATIONS.
Description:
(Insert a written deSCription oj the Work.)
MOdifications to Rooms 130 and 134 (shower stalls within Menfs and Womenfs
Locker Rooms): Provide cement plaster ceiling and vertical return in each
shower stall.
-
.,
Acrachments:
(list attached documents that support description.)
Drawings 1A/XA5 and 3/XA6 (dated 1/4/06).
Specification Section 09220 Cement Plaster Stucco
. Randy L. Engel
(Pn.nted name and tilfe)
Project Architect
mm
CAUTION: You should sign an original AlA document which has this caution printed in red.
An original assures that changes will not be obscured as may Occur when documents are reprodu~.
See Instruction Sheet for Limited Licen,se for Reproduction of this document.
AlA DOCUMENT G709 . PROPOSAl REQUEST' 1993 EDITIOr; . AlA" . 11)1993
THE AMERICAr; INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE"uE, ~.W.,
WAS H L"GTO", D.C. 2000(,.5292 . WARNING: Unlicensed photocopying violates
U.S. copyright Jaws and will SUbject the Viol::ltnr tn 1p.t1~1 rlrno::o/""Ilti,........
.
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ft1-'TU~ 1l.tPf f(' lIb' ff~l1"'+)., .
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:>CK
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-- -- - .- - -- - ... --\
F.E.
.
ISTING .oFFICE
--El__
- ,;'
1/8" =1 '-0"
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SECTION 09210
CEMENT PLASTER STUCCO
PART 1 - GENERAL
1.01 COl'/1)ITIONS OF THE CONTRACT
A. The conditions of the Contract (General, Supplementary and other Conditions) and the General
Requirements (sections of Division 1) are hereby made part of this Section.
1.02 SCOPE
A. The work of this section includes all labor, materials, equipment and accessories necessary to furnish
and install the exterior and interior cement plaster systems indicated on the Drawings.
B. Exterior soffits at Elevator/Entry Addition under Alternate Number 1.
e. Interior ceilings in shower rooms.
1.03 REFERENCES
A. Comply with AS1M standards (latest editions) as follows:
1. AS1M C926 "Application of Portland Cement-Based Plaster".
2. AS1M C1063 "Installation of Lathing and Furring for Portland Cement-Based Plaster".
1.04 SITE CONDITIONS
A. Comply with requirements of referenced plaster application standards and recommendations of
plaster manufacturer for environmental conditions before, during and after plaster application.
B. Cold Weather Requirements: Provide heat and protection, temporary or permanent, as required to
protect each coat of plaster from freezing ror at least 24 hours after application. Distribute heat
uniformly to prevent concentration of heat on plaster near heat sources; provide deflection or
protective screens.
e. Warm Weather Requirements: Protect plaster against uneven and excessive evaporation and from
strong flows of dry air, both natural and artificial. Apply and cure plaster as required by climatic and
job conditions to prevent dry out during cure period. Provide suitable coverings, moist curing,
barriers to deflect sunlight and wind, or combinations of these, as required.
105. PRODUCT DELIVERY, STORAGE AND HAr.mLING
A. Deliver materials in original packages, containers or bundIes, labeled with manufacturer's name,
product brand name and lot number.
B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface
contamination, aging, corrosion, and damage form construction traffic and other causes.
PART 2. PRODUCTS
2.01 FRAMING AND METAL LATHING MATERIALS
A. Studs and FlL.'Ting Channels: Cold rolled steel channels conforming to ASTM C841. Studs and
Channels shall be coated with rust inhibitive paint after forming.
B. Metal Lath: Flat or self-furring, galvanized, expanded metal lath conforming to ASTM C847 for
material, type and configuration.
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Cement Plaster Stucco
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C. Accessories and Fasteners: Manufactured by Alabama, Fry Reglet, Keene, Gold Bond or USG,
unless otherwise specified. Comply with material provisions of ASTM C 1063.
2.02 PLASTERMATERlALS
A. Portland Cement: ASTM CISO. Cement for job-mixed finish coat shall be rron-staining, white
portland cement.
B. Masonry Cement: ASTM C91.
C. Sand: ASTM C897.
D. Synthetic Fibers: 1-112" long arrd free of contaminates. Fiberglass fibers shall be alkaline resistant.
E. Water: Clean potable and free of deleterious amounts of acids, alkalies and organic materials.
F. Acrylic Additive: -Thoro Systems Products ACRYL 60.
G. Lime: ASTM C206.
2.03 STUCCO MIXES
A. Scratch Coat: 1 part portland cement, I part masonry cement and not less than 5 nor more tharr 8
parts damp, loose sand by volume. Add synthetic fiber at the rate of 1 pound per sack of cement.
B.' Brown Coat: 1 part portland cement, 1 part masonry cement and not less than 6 nor more than 10
parts damp, loose sand by volume. Use the same or greater proportions of sand as used in the
scratch coat. Add synthetic fiber at the rate of 1 pound per sack of cement.
C. Finish Coat: Finish coat may be either a factory prepared fmish coat mixed strictly according to the
manufacturer's instructions or a job-mixed finish coat mixed in the proportiorrs of 1 part white
portland cement, 3/4 to 1-1/2 parts hydrated lime, by volume and sand at the rate of 3 times the
volume of cement and lime used.
D. Mixing: Mix stucco and portlarrd cement plaster using a solution composed of not less tharr 1 part
acrylic additive to 3 parts water.
Accurately measure materials by volume. Use a power mixer. Mix cement, masonry cement arrd
sand to a uniform color before adding water. Mix for at least 2 minutes after adding water.
Thoroughly clean mixer after discharging each batch.
Apply stucco within 2-1/2 hours after initial mixing. Material may be retempered once by remixing
with water.
PART 3. EXECUTION
3.01 PREPARATION
A. Clean plaster based and substrates for direct application of plaster, removing loose material and
substances that may impair the Work. Protect adjacent surfaces by covering with protective materials
before commencing work.
3.02 LATHING
A. Install metal lath for the applications where plaster base coats are required. Provide appropriate type,
configuration and weight of metal lath that comply with ASTM lathing installation standards.
3.03 APPLICATION OF PLASTER
A. Apply plaster materials, composition, and mixes in accordance with ASTM C926.
B. Do not use materials that are frozerr, caked, lumpy, dirty or contaminated by foreign materials.
C. Do not use excessive water in mixing and applying plaster materials.
D. Flat Surface Tolerances: Do not deviate more than plus' or minus 1/8 inch in 10 feet from a true
plane in finished plaster surfaces, as measured by a 10-foot straightedge placed at any location on
the surface.
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Cement Plaster Stucco
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E. Sequence plaster application with installation and protection of other work so that neither will be
damaged by installation of the other.
F. Comers: Make internal corners and angles square; finish external corners flush with cornerbeads on
interior work, square and true with plaster faces on exterior work.
G. Apply three coats of plaster over the metal lath.
H. Finish Coats:
1. Float Finish: Apply finish coat to a minimum thickness of 1/8 inch to completely cover the base
coat, uniformly floated to a true even plane with fine-textured finish matching Architect's
sample
2. Prepared Finish: Apply stucco finish coats, acrylic-based coats, and other factory-prepared
finish coats according to manufacturer's written instructions.
I. Moisture-cure plaster base and finish coats to comply with ASTM C926, including written
instructions for time between coats and curing in "Annex A2 Design Considerations".
3.04 CLEANlNG AND PROTECTING
A. Remove temporary covering and other provisions made to minimize spattering of plaster on other
work. Promptly remove plaster from door frames, windows, and other surfaces not to be plastered.
Repair surfaces stained, marred or otherwise damaged during plastering work. "'When plastering work
is completed, remove unused materials, containers equipment and plaster debris.
B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer an
installer, that ensure plaster work is without damage or deterioration at the time of Substantial
Completion.
END OF SECTION
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