HomeMy WebLinkAboutChange Directive #3 - CONSTRUCTION
WNER
CHANGE ° CHIT.ECT. ❑ '� D'W
' DIRECTIVE CONTRACTOR ❑
FIELD ❑
( . AIA DOCUMENT G714 OTHER ❑
(Instructions on reverse side. This document replaces AIA Document G7.13, Construction Change Authorization.)
• PROJECT: Oak Park Heights City Hall
(name, address) 14168 Oak Park Blvd. North DIRECTIVE NO: Three (3)
Oak Park Heights, MN 55082 DATE: March
TO CONTRACTOR: Jorgenson Construction 3, 2010
(name, address) 9255 East River: Road ARCHITECT'S PROJECT NO: 0822
Coon Rapids, MN 55433 CONTRACT DATE: April 15, 2009
CONTRACT FOR General Construction
You are hereby directed to make the following change(s) in this Contract:
* Poke through floor boxes at Rooms 101, 120, 143 and 145.
S
* Refer to attached
Memorandum of February 18, 2010 and to contractor
initiated Proposal Request No. 8.
PROPOSED ADJUSTMENTS
•1. The proposed basis of adjustment to the Contract S
• um eir-- Gmc-a.rtecd - Ntrrirrsxrri'riee-is:
Cdr Lump Sum (increase) ( decrease) of $ 0
❑ Unit Price of $ per
•
O as provided in Subparagraph 7.3.6 of AIA Document A201, 1 8 edition.
, 9 7 dltion.
❑ as follows:
2. The Contract Time is proposed to (-be eij tstedj (remain unchanged). The proposed adjustment, if any, is (an increase of
days) (a decrease of days).
the Signature
by Contractor, this document g by the Contractor indicates the Con -
When signed by the Owner and Architect and received b
becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the tractor's agreement with the proposed adjust
Contractor shall proceed with the change(s) described above, menu in Contract Sum and Contract Time set
forth in this Construction Change Directive.
Buetow & Associates, Inc. City of Oak Park Heights Jorgenson Construction
ARCHITECT- OWNER CONTRACTOR
2 3 4 5 N. Rice St. #210 14168 Oak Park Heights Blvd M 9255 East River Road NW
Address Address
. St .�au1 IAN. 51 Oak Park Heights, MN 55082 Coon Rapids, MN 55433
BY SIR IP - ,0
BY BY
rr �'{ /�{�
t. DATE `M �C r T 3 2-0 I (� DATE
DATE
A DOCUMENT G714 • CONSTRUCTION CHANGE DIRECTIVE • 1987 EDITION • AIA • c •
01987 • THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G714 -1987
BUETOW AND ASSOCIATES INC
AN ARCHITECTURAL SERVICES COMPANY
.- St. Paul, e Minnesota uit 55113
March 3, 2010
Mr. Steve Gansmoe, Project Manager
Jorgenson Construction
9255 Fast River Road Northwest
Coon Rapids, MN 55433
Re: Oak Park Heights City Hall
14168 Oak Park heights Boulevard North
Oak Park Heights, MN 55082
BA #0822
March 3, 2010
Steve:
Please refer to Contractor Initiated Proposal Request No. 8 (CIAP #8) dated January 26, 2010 for the
amount of $3,472.00:
1) Per the Contract, one (1) flush floor box is specified in each of the following rooms as Keynote 12:
101, 120, 143, 144 and 145. They shall be deleted from the Contract as Gephart Electric Lists in their
• breakdown attached to C.I.A.P. #8:
2) The floor box in Room 144 will be replaced by one each wall- mounted power and voice /data
r--e• .c1- . • 4 th_ nit- 2fl_. i 10 ••xe . - •eletedfr• h- •n .ct.
3) Addendum Three (per attached excerpt from Electrical Addendum #3, Sheet E22 Item #4 on page 12
of 13) ADDS an additional Keynote 2 that calls for two Wiremold poke- through floor boxes in Room 102
and one Wiremold poke- through floor box in 135. The original Keynote 2 is not deleted. Thus, a second
Keynote 2 is added to the Contract. Both Keynotes 2 are each found in Rooms 102 and 135: There are
three thus work scope items in the Contract for each Keynote 2.
4) The Work Scope of the original Keynote 2 shall stay unchanged in the Contract.
5) The Work Scope of the ADDED Keynote 2 shall be moved to Rooms 101, 120, 143 and 145. Thus,
one (1) Wiremold poke - through box is now required in each of those following rooms. 4 thus Wiremold
poke - through boxes are required.
7) The proper selection of a Wiremold poke- through floor boxes that can be installed and that becomes
operational for the floor construction conditions is the responsibility of the Contractor.
8) The Contractor cannot claim that there is only one applicable Keynote 2.
9) Thus, there is no cost deleted from or added to the Contract.
_'ncerel
!!!!1 T I : A f 01 TES I .
Randy L. Eng - , RA, AS
Principal in Ch : ge
•
tel 651 483 -6701 fax 651 483 -2574 www.buetowarchitects.com
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IN ,
9255 East River Road N.W.
Coon Rapids, MN 55433 -5722
• 763- 784 -3877 FAX 763 -784 -1583
JORGENSON www.JoxgensonConstruction.corn
CONSTRUCTION INC.
CONTRACTOR INITIATED PROPOSAL REQUEST No. 8
DATE: JANUARY 26, 2010
TO: BUETOW AND ASSOCIATES INC.
ATTN: RANDY ENGEL — PROJECT MANAGER
FAX #: (651) 483 -2574
RE: OAK PARK HEIGHTS CITY HALL -- OAK PARK HEIGHTS, MN
COMMENTS: RANDY,
ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH CONTRACTOR INITIATED PROPOSAL
REQUEST No. 8 TO DELETE THE FLUSH FLOOR BOX DUPLEX RECEPTACLES /VOICE AND DATA AND
PROVIDE POLK -THR'S THAT HAVE ALUMINUM FINISH AND HAVE 25' -0" LEADS THAT WILL WORK WITH
THE 14" THICK PRECAST/ CONCRETE FLOOR. NOTE THAT THERE IS A 4 - WEEK LEAD TIME FOR THE
MATERIAL.
GEPHART ELECTRIC COMPANY, INC, $ 3,307.00
JCI 5% COMMISSION 165.00
TOTAL ADD FOR C.I.P. No. 8 $ 3 47 .
PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE
REFERENCED ITEM.
FROM: STEVEN M, , GANSMOE- PROJECT MANAGER
CC:
THERE ARE _(5)_ PAGE(S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT
RECEIVE ALL OF THE PAGES.
AN EQUAL OPPORTUNITY EMPLOYER
•
Steve Gansmoe
_ From: CF Dull tcf.dufi @gephartelectric.comj
Sent: Tuesday, January 19, 2010 9:21 AM
To: 'Steve Gansmoe'; 'Glen Schlichte'
Cc: jeffswen @q.com
Subject: OPHCH POKE THRU PRICING
• Attachments: gephart.est2 20100119 p
104838. df
gG
gephart.est2_2010
0119_104838.p.,.
Gentlemen- Attachment is the pricing for the poke thru's at OPHCH.
Please note they are a 4 week delivery after receipt of order at the factory
so we need immediate approval on this one. Thanks C.F.
•
•
ESTE. 11T1
ELECTRIC
0
•
January 18, 2010
Attn: Steve G.
' J'ORCEl SON CONSTRUCTION
9255 East River Road NW
Coon Rapids, MN 55433 -5722
Re: Oak Park Heights City Hall
Request for Change Order — Flush Floor Box to Poke -Thru
Gentlemen:
The above subject request results in the additional sum of $3,307.00 to our contract.
Enclosed are the total itemized breakdowns.
We have included poke- thru's which are aluminum finish and have 25 -ft leads which will
work in the 14" thick floor. They have a 4 -week lead time upon receipt of order at the
10 factory.
No additional work will be completed until the proper authorization i.s received in our
office.
Please incorporate this amount into our contract. •
Should you have any questions please contact me.
Sincerely,
a
GEPIIART ELECTRIC CO., INC.
„...ca
CF Dull
Project Manager
CFD /cn
3550 LaBore Road, St. Paul. MN 55110
Phone 16511 - 6900
Fax 1551,484 -2248
www.gaphartetectrit.tom
i57D. 1771
CLICTRIC
6
To: JORGENSON CONSTRUCTION
9255 EAST RIVER ROAD NW
COON RAPIDS, MN 55433 -5722
Attn: Steve G. Date: l / t S /10
Re: OAI< PARK HEIGHTS CITY HALL
The following are costs for Proposal Request C:!;0`4. " 1 tR;
1. Materials $ 27 -
2. Equipment Rental $
"2-'1
3. Sales Tax 7.125 % $ { tn3`
4. Subtotal Material, sum lines 1, 2 & 3 $ - Z.4
ZS"
5. Installation Labor 'T hours @ $78.75 per hour $ 5Sl .
3`I
6. Subtotal, sum lines 4 & 5 - $ 3c3^1kb
7, Overhead 10% $ • 303"
.ql
8. Subtotal, sum lines 6 & 7 $
9. Subcontractor (includes 5% OH & P), $
10. Total. Price of Change $ 3 7 .i
A time extension of ^— days will be required. This quotation is valid until kw��
for written acceptance. Should this request be acceptable, art authorized signature of the Architect,
Owner, Construction Manager, or General Contractor is required to proceed until a written change order
is received. If a formal change order is not received by , the work described
above shall stop.
Acceptance Title Date
J550 Loewe Read, St. Paul, MN MID
$.I,,,»- 1.57} 484.4 ?DD
Fox 1.51} 04-2248
• .vvnv grph:rleMclrIc CDT
•
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Estimate Worksheet Print
Estimate: OAK PARK HEIGHTS CITY HALL 01118/10
Estimated by: CFD Fite: OAK PARK HEIGHTS CITY HALL.bhs
Ireton: FLOOR BOX/POKE THRU(Sheet 39) Page 1
111K Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs.
F 0 DELETE FLUSH FL BX DU? -5.00 178.64 E - 893.20 1.00 E -5.00
REC/ VD
F 0 ADD POKE THRU W /LEADS AL 5.00 385.00 E 1925.00 1.00 E 5.00
FINISH
F 0 ADD DATA POKE THRU Al 1.00 240.00 E 240.00 1.00 E 1.00
FINISH
F 0 4" CORE DRILL 14" THICK 6.00 170.00 E 1020.00 1.00 E 6.00
CONC
Regular Worksheet Page
Page Multiplier = 1
Material Multiplier = 1
Labor Multiplier 1
Phase = 0
Phase Multiplier = 1
Page is Active.
Raw Material Total = $2,291.80 \
Raw Labor Hours = 7.00 Hours
•
Confidential Information, Property of BHS Inc.
Printout from BHSestimator (c) -8HS, inc., Gravois Mills, Missouri, USA
•