HomeMy WebLinkAbout32775 / 84-16� � •
March 1, 1984
(CARRIED
PURPOSE:
INITIATED BY:
# 16 RESOLUTION
LOST LAID OVER , WITHDRAWN )
CHANGE ORDER NO. G-2 - GRAND OPERA HOUSE
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BE IT RESOLVED by the Common Council of the City of Oshkosh
that the following Change Order to MARINO CONSTRUCTION COMPANY, INC.
for general construction work for the Grand Opera House, is hereby
approved:
CHANGE ORDER NO. G-2
MARINO CONSTRUCTION COMPANY, INC.
3620 South Clement Avenue
Milwaukee, Wisconsin 53207
Amount added: $26,662.77
Purpose: See attached Change Order
BE IT FURTHER RESOLVED by the Common Council of the City of
Oshkosh that the aforementioned Change Order is hereby approved;
copy of which is attached to this resolution.
BE IT FURTHER RESOLVED that money for this purpose is hereby
appropriated from: Account No. 316-105 - Grand Opera House Buildings.
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RESOLUTION # 16
yarbro -
kempinger
�\\1 architects, inc.
�� 7018 W. SOUTH PARK AVENUE • POST OFFICE BOX 2098 • OSHKOSH, WISCONSIN 54903 • 414l235-3310
CHANGE ORDER r,o G-2 OWNER'S COPY _
Fl�E No 8133/79005 - Phase TI CONTFACTOR'SCOPY v
DATE 15 February 1984 ARCHiTECT'S COPY _
The City of Oshkosh
OWNEF 215 Church Avenue Oshkosh Wisconsin 54901
Marino Construction Company, Inc.
CONTRAC7oR 3620 South Clement Avenue Miiwaukee WisconGin 5'�207
General Construction Work, Phase II, Restoration and
CONTRACTFOR Rehabilitation The Grand Opera House City of Oshkosh. WI
IT IS HEREBY AGREED THE FOLLOWING CHANGE IN THE WORK SHALL BE COMPLETED IN ACCORDANCE WITH TNE
ATTACHED PROPOSAL AND SUBJECT TO TERMS OF THE ORIGWAL CONTRACT DATED S�?��2mbPr i�. 1983
SEE ATTACHMENT
• ' • • � � r e:o.«y •. Y. � . • : � � � � : � r •
and 77��OOTHS - - - - - - - - - - - DOLLARS ($ �Frfi6� 7� >
ADD DEDUCT ORIGINALCONTRACT 47(,944.00
PRIOR TO $ 3� H 11 . S( I I EXTRA ORDERS
THIS ORDER NONE 3 0, 4 74 . 33
THIS ORDER
TOTALTO DATE
APPROV
YARBRO-K M
PF11 �L,ER E
�Y -- --�
$26,662.77 NONE
$30,474.33 NONE
R, ARCHRECTS
ASSOCIATES, �
CREDIT ORDERS
NET TOTAL TO DATE S 0 �, 418 . 3 3
ACCEPTED
CITY OF OSHKOSH, WISCONSIN
'-d'1
City Manager
icha�d /,S�.�Cempiager
� BY City Clerk
ACCEP�ED Approved as to Form,
blARINQ CONSTRUCTION COMPANY, INC. gy Citv Attorney
/ � /�-, � � I hereUy certify that ttae necessary
ev���LC✓�/�/Cc'C-y cY /'���';� �Qrovisions have lx�n made_to g�y the
liability that will accrue under this
contract
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RESOLUTION � 16
ATTACHMENT
an�ge Or�er No. G-2
Marino Construction Co., Inc.
15 February 1984
RE: File 8133/79005 - Phase II
Restoration and Rehabilitation
The Grand Opera House
City of Oshkosh, Wisconsin
Estimate No. 6, dated 2/10/84: remove existing
piers an ootings, and provide new piers and
footings per Architect's 1°tter of request
dated 4 and 13 January 1984, YKA/PHA Drawing
No. A-131 and GAS's letter of 1/4/84, copies
attached. ADD 526,533.71
Estimate No. 8, dated 2/10/84: excavate and
i in we elow elevator base slab per
Architect's letter of request dated
8 February 1984, copy attached. ADD 129.06
NET ADD $26,662.77
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.
RESOLUTION # 16 �`
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MAR I N O CO N ST R U CT I O N CO. 36zo So�th ��eme�, A�e��e
Milwaukee, Wisconsin 53207
Incorporaree Phone (414) 7444386
GENERAL CONTRACTORS • BUILDERS
February 10, 1984
Yarbro-Kempinger Architects, Inc.
P.O. Box 2096
Oshkosh, WI, 54903
Attention: Mr. Robert Yarbro
RE: The Grand Opera House - Phase II
Change Estimate No, 6 (Revised)
Drawing A-131
Dear Pir. Yarbro:
Per our telephone conversation of February 7, 1984 we wish to submit a revised
price for our Change Estimate No. 6 which will noca result in an ADD to our contract
in the amount of TWENTY-SIX THOUSAND FIVE HUNDRED THIRTY-THREE DOLLARS AND 71/100
CENTS ($26,533 J 1).
{Je qualify our proposal as follows:
1. All new footings (18) will be 3'-6" square X 2'-0" deep with (5) no. 4 bars
each way.
2. The top of the new footings will be flush with the surrounding floor, The
footing tops will be troweled so it matches in with the floor finish.
3. The piers will be 1�-4" square, reinforced with four (4) no. 6 vertical bars
and no. 3 ties, 1'-0" o/c.
4. The existing brick piers will be removed down to the tops o£ the existing stone
footings.
5. We do not include removal of stone footings in our bid. t1e are assuming that
the top of the existing footin�s are 2'-0" below floor finish and that we will
be removing only brick piers and ground down to that point.
6. The footings will be poured neat with no side or edge forms.
Please bear in mind that as the individual footings are exposed the conditions
and depths that we find might be contrary to the qualification of our Proposal
so there could be extras or credi[s [o the proposal amount in this letter.
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COMMERCIAL • INDUSTRIAI • INSTITUTIONA� BUIIDINO • GarD����Y. Concrsta, M�wnry
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RESOLtiTION # 16
.
. Feb. 10, 1984
Yarbro-Kempinger Architecta, Inc.
Attention: Mr. Robert Yarbro
RE: The Grand Opera Houae - Phase II
Change Estimate No. 6 (Reviaed)
Drawing A-131
A cost breakdown is enclosed for your use in reviewing this proposal.
Respectfully submitted,
MARINO CONSTRUCTION CO.,INC.
C,�,�,��;1-�`J'1��
�f ines R. Marino
Executive Vice-President 6
Secretary/Treasurez
JRM/mis
attach.
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�5 IINIA I� Si--l�� ! ftESOLUTZON � 16
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DElCRIPTION OUANiRY O MAiFPN� IABOH 9l1BGONTRIICT TpT�L
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RESOLUTION 1f 16
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J+! WEST SOUTM GARK AVENUE BO%$OYE, OSNK0511, WISCONSIN Stp0.1 7H7 WEST NIOMUND BOVIEVARO. MILWAUREE. W6COHSiN 9:
fIEVNOHE 1���12]S}]f0 AqCHITECTS/PLANNHRS TE�EPNONE u,.i au-�::
13 January 1984
Mr, W.J. Syring
Marino Construction Company
3620 South Clement Avenue
Milwaukee, Wisconsin 53207
RE: File 8133/79005 - Phase II
Restoration & Rehabilitation
The Grand Opera House
City of Oshkosh, Wiscansin
Mr. Syring:
This concerns our 4 January 1984 request for a proposal for new
piers and footings shown on A-131, dated January 4.
The toDS of new concrete footings are to be placed 8" below
existing or new concrete floors. This is a change from those
footings at A1 & G1, which called for the top of the footing
to be at Elevation 98'-9" (Sheet S-1).
Footings at BS, DS•and FS shall be at 8" below the orchestra
pit floor. Note that D5, original contract, can be raised 7".
Znclude the above in your proposal.
Sincerely,
YARBRO-KEMPZNGER ARCHITECTS, INC.
and
PFALLER HERBST ASSOCIATES, INC.
by
Robert L, Yarbro
RLY/lz
c: his. Catherine Porter
Mark F. Pfaller, IT
John Papenfus
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FOH
THE GHAND OPERA HOUSE
OSHKOSH, WISCONSlN
� RESOLUTION # 16
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0�! WE51 lOVTM PARK AVENVE !Ox ]OYE. OSNN09M. WISCONSIN 6�YOJ ARCHITECTS/PLANNERS ���� �9T NIOM�/1N0 BOV:EV�RD. MIIWAVKEE. wi5CON5'�� ",
'EIEPr�ONE (n�� 21�]J10 .._._.. ._ TELEVr.O�+E l���� J��'
4 Janunry 1984
Mr. W. J. Syring
Marino Construction Co., Znc.
3620 South Clement Avenue
Milwaukee, Wisconsin 53207
RE: File 8133/79005 - Phase II
Restoration and Rehabilitation
The Grand Opera House
City of Oshkosh, Wisconsin
Mr. Syring:
John Papenfus, our Sturctural Engineer, has inspected the
footing conditions under the brick piers supporting the
house floor. He has determined that the stone footings
are neither thick enough nor large enough to support the
new concrete floor system.
Enclosed are three copies of our Sheet No. A-131 dated
4 January 1984 showing numbered brick piers.
Please submit a proposal for removing piers and footings
as shown and providing new footings and piers:
1. Footings shall be 3'-6" square x 12" deep with
5 No. 4 reinforcing rods each way.
2. Piers shall be 16" x 16" concrete filled concrete
chimney block piers reinforced with 4 No. 6 vertical
reinforcing rods with No. 3 ties. Provide dowels
into footings. At your option, piers may be formed
concrete rather than concrete block.
- 23h -
FOR
THE ORAND OPEFU MOUSE
OSMKOSM, WISCONSIN
�
RESOLUTION # 16
Page 2
4 January 1984
Mr. W. J. Syring
RE: 8133/79005 - Phase II
The Grand Opera House
3. All concrete shall be 3000 psi.
4. Patch existing floor slabs after footing and pier
work is completed. This applies to those locations
not already covered.
Sincerely,
YARBRO-KEMPINGER ARCHITECTS, INC.
b���� � Z�"''�
Robert L. Yarbro �
RLY/mh
Enc.
c: Ms. Catherine Porter w/copy of Sheet No. A-131
Mr. Mark F. Pfaller II " " "
Mr. John Papenfus " " "
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RESOLUTION # 16
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b �Fxlov� �xist"u�, ►�WsoN�� Pi�s �r+v r,a�� �crri�c�s,
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YARIIRO-KEMPINGER ARCHITES, INC.
PI'11LLER IiERCiST ASSOCIATES, INC.
P7I,F, NO. 8133/79005
SfI1:I:T N0. 11-131 DATE January 4, 1984
' 23J -
PFfASE II
RESTORATZON 6 REFII�$ILITATIO�
T}fE GRAND OPER11 HOUSE
OStIK05}1, WISCONSIN
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RESOLUTION # 16
i GRi4EF
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i SGNLOEMER r� ASSOCIATES INC. CONSULTING ENGINEERS
Structural Municipal Environmental� sa�swes�r.,p�aoo�e
Mawaukee, Wsconvn53216
Teieofnne d t a-d5 t G900
January 4, 1984
Mr. Bob Yarbro
Yarbro-Rempinger Architects, Inc.
1018 West South Park Avenue
P 0 Box 2096
Oshkosh, Wisconsin 54903
RE: Restoration and Rehabilitation of
The Grand Opera House
Dear Bob:
On December 28, 1983, I looked at two (2)
existing brick piers which suppocted the
The footings consisted of two (2) stones,
measured 30" to 32" square. In addition,
not concentric with the brick piers. The
clay.
footings under the
floor of the "House".
not very thick, which
the footing stones were
soil was a moist red
We are uncomfortable about supporting the new reinforced concrete
floor system on these footings, and recommend that the existing
brick piers a�d stone footings be replaced with new footings and
columns, using the same design as those shown on Sheet S1. We
suggest getting a cost of removal and replacement from the
General Contractor on a per column basis.
In addition, I looked at the start of the excavation for the
elevator pit which was filled with water and had a thin layer of
ice on the surface. The soil appeared to be very soft, but we
preEer to see what it looks like after they have excavated to
footing level. You should examine it at that time. Meanwhile,
if you could send me a copy of the boring log and the soils
report for the parking structure across the street, we mav be
able to get some information about the foundation materials from
that.
Very truly yours,
GRAEF, ANHA�,,T, SCHLOEMER & ASSOCIATES INC.
/lY/ J l,�Qi .
ohn D. Papen���� P.E.
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Lnlo Cnulu WI SUaO Waupau WI Si9Bl bun M�nm�am MI iot{p�
1'nmro tib!]I-]:91 P�onu )IS-256-50)) P�anr �06-]J1-0222
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M A R I N O CO N ST R U CT I O N CO. �62o So��h ��eme�� A�e��O
Milwaukee, Wisconsin 53207
IncorOarated Phone (414) 7444386
GENERAL CONTRACTORS • BUILDERS
February 10, 19a4
Yarbro-Kempinger Architects, Inc.
P.O. Box 2096
Oahkosh, WI. 54903
Attention: Mr. Robert Yarbro
RE: The Grand Opera House - Phase II
Ct�ange Estima[e No, 8
Elevator Pit - Dug Well
Gentlemen:
Attached please find our Change Estimate No. 8 to excavate and fill in well below
elevator base slab in accordance with your letter dated February 8, 1984 which
will result in an ADD to our contract in the amount of ONE HUNDRED TWENTY-NINE
DOLLARS AND 06/100 CENTS ($129.06).
Please issue the appropriate change order.
Respectfully submitted,
MAR NO CONSTRUCTION CO.,INC.
� jn��-��/llu�2�
� ames R. Ciarino
Executive Vice—President 6
Secretary/Treasurer
JRM/mis
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COMMERCIAL • INDUSTRIAL • �(�STiTUTIONAL BVIlO�NO • CarO��try, COncnb, Masonry
- 231 -
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ESTIMATE SHEET RESOLUTZON � 15
' PAOE NO. � OF I PA08.7
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RESOLtiTION # 16
a b o- m�i e a c it ct nc " a le e bs assoc a
! wEST SOUTM O�RK AVENUE, BO%40G0, 09MN09N. WISCONSIN 4�YW ARCHITECTS/PLANNERS »�=�5T MIpMUND BOULEVARD. MIIWAUKEE. Wi5CON5iH SJ;?e
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8 February 1984
Marino Construction Company, Znc.
3620 South Clement Avenue
Milwaukee, Wisconsin 53707
RE: File 8133/79005
Restoration and
The Grand Opera
City of Oshkosh,
Gentlemen:
Rehabilitation
House
W18COI1SlI1
This is to document the situation relntive to the
discovered dug well located in the northwest corner of
the new elevator pit.
The well is approximately 2'-0" round and lined with
stones. Depth of the well has not been determined.
Before the existing basement floor was placed, the
well had been filled with cinders and bricks. Those
materials have now been removed to a level about 2'-0"
below the bottom of the new elevator pit floor slab.
Clarence Lade, Marino Construction, has been instructed
to proceed with the pit construction, to fill the well
to its current excavated level with concrete and to
place the sump basin in its originally designed
location - over the well.
It appears that about 3 cubic feet of extra concrete is
required.
Sincerely,
YARBRO-KEMPINGER ARCHITECTS, INC.
by
Robert L. Yar6ro
c: Pfaller Herbst Associates
John Papenfus, Graef, Anhalt, Schloemer
FOH
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THE dRANO OPEHA HOU3E
OSHKOSH, WISCONSIN
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