HomeMy WebLinkAboutADDENDMUN #4 - 02-00022 - BYUI Austin Bldg - AdditionCooper Roberts Simonsen
Architects �
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ADDENDUM #004
3.aF eF F P �e a i° ,
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Project: Addition & P\emodel to Owner's2278
Marr Austin Engineering and Technology Building Project No.:
Brigh2MYoung University -Idaho
Rexburg, Idaho 834601
Date: 14 August 202
Architect's
B02-028
Project Na..
To: Ormond Builders, Inc.
Fax
(208)
524-7488
RE Beck Construction
Fax
(208)
528-0994
Doub[e E Constriction, Inc.
Fax
(208)
538-5318
Bateman -Hall, Inc
Fax
(208)
524-4435
Jacobsen Construction
Fax
(801)
973-7496
Vem Clark & Sons Construction
Fax
(208}
522-1680
From: Cooper Roberts Simonsen Architects
(208)
524-4621
P.U. Box 2421
Fax
(2a8)
523-36$1
Idaho falls, Idaho 83403-2421
This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated
July 29, 2Q02 as noted below. Acknowledge receipt of this Addendum in the space provided on the Form.
- . of Proposal. Failure to do so may subject the Bidder to disqualificafion.
This Addendum consists of three (3) 8 1/2 1) x 1 1"text pages, four (4) 8 1z" x 11 " specification pages,. and
two (2) 8 '/z x 11" drawing pages.
I. CHANGES TO PRIOR ADDENDA:
-1 NONE
II. CHANGES TO BIDDING REQUIREMENTS:
II -1 Form of Proposal
a) Replace the Form of Proposal with the attached "Form of Proposal"
1[I. CHANGES TO SPECIFICATIONS:
111-1 Section 085Z3 — Aluminum Fixed Windows
2} Change the approved models and manufacturers listed under paragraph 2. 1, A,,
8_ to the foliowing: "451T by Kawneer. Equal by Vistawall. Equal by Capltal".
III -z Section 08701 — General Hardware Requirements
a} Add the following to 3.3 Hardware Group Schedule
E. Overhead Doors
Group 11 — 171 BA, 171 DA
I each -- Cylinder
Group 12 — 171A, 180B
No Hardware"
b} Change hardware Group 2 to read as follows, " 1 each — Aluminum Entry Doors
159& 1 AA, 1 AB, 1 EA, I J 13, 1 KA, and 1 SB". Caordi nate with Section 08411 —
Aluminum -Framed Storefronts.
111-3 Section 09305 — Tile Setting Materials and Accessories
aj Add the following to 2.1 Materials:
700 1 r rT' 200 WEST * SALT LAKECIT, UTAH 8410
� 1 1) .X (8 01 -55-591
260 6
� IDAHO FAULS, IDAHO 8340J13
r
T
Cooper Roberts Simonsen
rc hil t c t
QY.
FM1W MR h: I WAWJ Il W:1.2 0 0 M EA1
41Serverlprojects18p2-02817ext107 - $id & NegatiationlAdcfencfum 004.da�
"J.
Commercial Epoxy Grout
'i . Color as selected by Architect.
2. Approved Systems And Manufacturers
a. Bonsai Epoxy -set Epoxy Grout by W R Bonsai
b. Hydroment Colorpoxy by Bostik
C. Latapoxy SP -1 00 by Laticrete
d. Kerapoxy by Mapei
e. 5-404 Epoxy -Set Grout by Summitville, Labs
f. TA -470 Epoxy Mortar & Grout by TEC"
111-4 Section X9310 -- Ceramic Tile
a} Reference paragraph 3.3, F.. Use non -sanded grout with wail dile. Use Epoxy
grant with floor tile and base tile.
IV. CHANGES TO DRAWINGS:
IV -11 AS101 — Site Plan and Site Details
a} Exterior stair at the west end of vestibule 1 J , provide 6 inch slab on grade at top
and bottom of stair as required and G inch minimum thickness stair slab on
grade, Reinforce with #5 at 12 inches an center both ways in the renter of the
slab. Dove! to theexisting south wall with #5 x 2'- 6" dowels at 12 inches an
center embeded 6 inches in epoxy. Also dowel to new concrete wall at north and
existing wall at north, Add #3 nese bars typical. All reinforcing to be epoxy
cowed. The new concrete wall at the north side of the stair shall be as per detail
B5./AE503 with reinforcing in the face of the wall away from earth, Fill material
below the stair slab sha€l be washed 314 inch rock, properly, compacted.
IV -2 AD101 — Demolition Play Area "A" and Second Level
a} Detail Al — Mair Floor Demolition Pian Area "A"
(1) Abate vinyl asbestos tile in the following locations: Office 125E, Office
125F, and Office 126.
IV -3 AD1 02 —Main Floor Demolition Plan Area " B"
a} Abate vinyl asbestos tile in the following locations: Lecture Room 156, Office
158, Secretary 151, and Office 160A.
IV -4 AE101 — Main Level and Partial Basement Floor Pians
a} Detail A5 — Partial Basement Floor Plan -- Area "A"
(1) Coordinate work described by reference nate "28" with demolition plans.
IV -5. AE'! 02 — Main Floor Plan Area "B"
a} Provide and install forty eight keyboard trays. Trays to be located at each
workstation in Arch, &Const. Computer Lab 145 and Arch. & Const. Computer
Lab 147. Keyboard treys to be constricted thus: 3/" x 10" x 26" panel product as
specified in Section 06412, facing of melamine or Kor-tron, edgings as specified
in Section 05412, keyboard fray sides to be Accuride model 210g-24 or equal (2
per keyboard tray),
I'v-fi AE501 — Wall Types and Construction Details
a} Detail A7 —Wall Type "A". Replace Wall Type "A" detail with the attached Wall
Type "A" detail. Two inches of rigid insulation have been added to the cavity
between the CMU and brick veneer. The foamed -In-place insulation is called out
(see Addendum *003). The dimensfons have been adjusted to allow the brick to
overhang the concrete foundation by %2". Sem the attached drawing sheet
AE50 1 .1.
IV -7 AE503 —Details
7,00 3; OW'�' 200 r"- S * SALT K C j r UrA 8410,3 Ki t".15155-591
5- '1 5"+-' � FAX 0 _1 ' 355-5915
2603 IDAHO
IDAHO
3
U S, (208) , AX :2'0`8) 523°•. 681
{� J
Cooper Roberts Simonsen
Architects.MM
Page 3 of 3
-1----� •�i •rl A-e,G�•a,���- Lot, �xtku I Negot?at1onlAddendum 004.dac
a} The reinforcing in the concrete wall at the west stair is to be per the attached
detail B5/AE503. See theattached drawing sheet AE503. 1,
ill -8 AE601 — door Schedules and Details
a} Add door type "D7 — Coiling Door" to the door types,
b) Change °D5 — Counter Door" to read as follows, .`D5 — Coifing Counter Door)).
C) Door 171A — Size of char is to be as required fora 12"-0" wide x 10'-0" high
opening,
d} Door 171 D A — Size of door is to be as required foga 6'-0°' wide x 8'-D" high
opening. Charge the door type to a coiling doar"D7". See specification Section
08332.
e} Door 180B — Size of door is to be as required for a 16'-t?" wi(1p- x in,.. -n,, hi
IV -19
IV -1 0
opening. �j
f) Dior 1 TA — Change doer type to type " Q3" Change frame profile to "172".
AE603 — Finish Schedule
a} Office 152 and office X56 are to receive new 4" carpet base.
b} For painting purposes in the fallowing locations if is to he assumed that the wally
to be painted are 14'-4" tall: 167, 1 71, 171 B, 171 C, 171 D, 170C) 1 70D, 175,
181A, 181B, and 181C.
c) The fallowing rooms ars to receive new Resll�ent Tile Floorf'ng and 4" Rubber
Base: 156t 158, 161, 160AI 126, 125F, and 125E.
E'! 11 — Main Floor Lighting Remote! Plan Area "B"
ay The fixtures in rooms 189 and 171A shall be type T-11.
r_HU T.a I na u 004:
Issued by: Jedd A. Walker, AIA
Cooper Roberts Simonsen Architect
..2`0
WEST 0 SALT LAKE C 3 1 &,Sl
' 4
801) 3 5,5-,l---,9 115 0 FAX (801 91
260 BSJTRE_1E_-r,4 IDAHO FALIS, IDAHO 834%.,0%j�� s � �-�
k � �� � �
!208) 523-3681
BYU-Idaho
FORM 4F PROPOSAL
FAME OF PROJECT Addition &: Remodel to the Mark, Austin EuI'neer`n� and Technolo
PROJECT NUMBER 2278
AME OF CONTRACTOR
ATE OF PROPOSAL
Buildin
The underszgned, hereinafter re�e�r�d to as the bidder, certifies es that the following facts and/or circumstances have
uiT d or
exist relatirig to the proposed work,
for the Addition &
Remodel to the Mark Austin En neerim&
Technoloory
. tilldina were -prepared by Cooper
Roberts S"
imonsen
Architects P.C..
I. That Bidder has received the contract documents for the above entitled project.
That Bidder has received The Chur h of Jesus Christ of Latter -Day Saints -Idaho Stands
drd Contract
Requirements, r i d October 1999.
That Bidder i's familiar with such documents
� has exami d thsite of the r work, ireludinc
availability ilit of access, Litilitles, and other similar items relating t an rf r hwork and is
,
thoroughly familiar with all neral and local conditions whh could in any wav
aft th 1 work.
4. That nagreements
verbal:r r per nt t-ions� t or bv any officer, ao` rit. or employee
exist or have been made to the Bidder and the Bidder in submitting thisthi's proposal
thereon.
That if this proposal is accepted, Bidder will enter into a contract with
the Owner gra substantially the
.o contained in the contract documents, and will provide the bond. i.n insuranceo vra axed all other
items required by the contract documents.
6. The term "base hid" shall be understood to include all work contained in the contract documents
.1
exciucling any substitutes or alternates. The, Owner will have the right to accept Alternates in any order
or combination, and to determine the low Bidder on the basis ot'the sum of the Base Bid and Alternates
accepted,
Bidder hereby proposes to funilsh all materials, labor'.ui equipment, plant, tools trartta i .
and
permits necessary for the completion of all the work set forth in the, contract docun-tents for the sum of:
Base Bid (S
Indicate bid pricing for altercates as described in Section 0 1200
Alternate No. A JID
Altercate No. B
Alternate No.
Indicate b i d pricing for unit prices as describe,d In Section 0 1200
Item No. i -Asbestos Elbows ($_ .. '.. 1
Project Number 2278 1
Mark Austin Building end Floor Remodel August 14, 2002
Addendum #pD4
Foam of Proposal
Item Na. Za r Rock Excavation - Track amounted Equipment (S
Item No. 2b - Rock Excavation - Explosives $
Item No. 3a - Earth Excavation
Item No. --)'b - Additional Concrete for Footings
Item No. 4 - Grout Stabilization of Bedrock (S.,
AS FURTHER CaNDITTONS OF THIS PROPOSAL
1. The Bidder agrees to complete the work on - before
2. The Bidder acknowledges receipt of addenda Na. (s}
In
P The Bidder's
contractor' license number is
4. Is your bonding capacity adequate for this job? Yes No
S. For verification coil
Telephone Number
. Is your license limit adequate for this J Yes No
PROPOSED SUBSTITUTE MATERIALS_
The total sum of the Bidder's proposal Beall 'Include the furnishiiig and installIng of all materials, equipment, labor as
called for in the contract documents base bid.
Hereafter give the total amount to be added or deducted for a complete installation equipment rt rtdri .lother than
thosespecified and those by addendumaresubmitted for the Owner's consideration, 11 rr� �.r�l rid
ui � t proposed for u tit t'on hi ll be listed bolo n � u t zrequirements irn the contract documents.
During the time of consideration ofthe proposals,information .Tallbe Rimmediately
��r��d to the Architect
and Owner's resent ti . The Contractor is referred t a. the Instructions tr t r l to Bidders, t n91.101"
approvals and substitutions for requirements relative to proposed.substitutions.
Proposed Substitute ! Manufacturer rand Cataloo, Numbers S add
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Project Number 2278
Mark Austin Building 2nd Floor Remodel
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Addendum #Ups
Form of Proposal
or
TYPE OF BIDDER'S ORGANIZATION:
Official Name of Organization
Corporation, Co -partnership, Individual, or Other
Address
Name of Individual Members of Finn
Name of President of Corporation.,
Name
o Secretary of Corporation:
W
Corporation is organized under the laws of the State off:
)Seal(
Project Number 2278
Mark Austin Building 2nd Floor Remodel
Sicynature
Title or Office
Legal Address
3
August 14, 2002
Addendum #004
Form of Proposal
BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL
(LIST OF SUBCONTRACTORS)
PROJECT NAME: Addition &Remodel to the Mark Austin En
PROJECT NUMBER., 2278
OW'NER'S NAME .Bric,Fham Youiic--T Universit-v - Idaho
ineeriiia an
t-1 d Techav
noloBuilJ.-Nin
Project Number 2278
Mark Austin Building 2nd Floor Remodel
51d
Augu5tl4,2002
Addendum #004
Form of Proposal
FOUR u0UR RESISTIVE coNsrRucnoN -
SEE 1491 UBG TABLE lB, MATERIAL 6, FOOTNOTES II, 12
SCALES 1 1/2" - 11�olI
Cooper/Roberts
Arch I
ffl,�
f
�u
00 NORTH 200 'BEST
SALT LAE CITY, UTAH 84103
(80 1) 355-5916 PAX ( 1) 355-988,5 hitacts. om
WALL TYPE "A1-1/4211 ww f I �0 I I"
AE50J-/\�-08
CAD DWG FILE Addenclum.044.AE541 .1,dyvg vu�
DRAWN BY: JAWGHECKED BY: JAW
ADDENDUM #004
DETAIL A7/AE501
WALE.. TYKE "A,"
AE5010 I
SCALE: I "
-f
1 1.011
Cooper/Roberts
Architects
00 NORTH 200 WEST
LT LAKE CITY, UTAH 84103
355-5915 FAX (801) 355-9885
www,crarchilects-corn
SECTION
I ff i 11.01?
MARK RUSTING ENG. & TECH. BUILDING
ADDITION & REMODEL
PROJECT NO: B02-028 DATE 08/14/2002
CAD DWG FILE: Addendum fled nFFnZ i ,i.,,.
DRAWN BY: JAUU GHECKED BY: Jall11
ADDENDUM #OQQ.
DETAIL 851AE503
SECTION
A.E50.301