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HomeMy WebLinkAboutMarino Construction/CHG OR G-2/Grand Opera House yarbro - kempinger architects, inc. 1018 W. SOUTH PARK AVENUE • POST OFFICE BOX 2096 • OSHKOSH, WISCONSIN 54903 • 414/235-3310 CHANGE ORDER NO. G-2 OWNER'S COPY �'f FILE NO. 8133/79005 — Phase II CONTRACTOR'S COPY DATE 15 February 1984 ARCHITECT'S COPY The City of Oshkosh OWNER 215 Church Avenue, Oshkosh, Wisconsin 54901 Marino Construction Company, Inc. CONTRACTOR 3620 South Clement Avenue, Milwaukee, Wisconsin 53207 General Construction Work, Phase II, Restoration and CONTRACT FOR 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 THE ATTACHED PROPOSAL AND SUBJECT TO TERMS OF THE ORIGINAL CONTRACT DATED September 15, _1983 SEE ATTACHMENT FOR THE SUM OF (ADD - ISB) TWENTY S TX THOUSAND SIX HUNDRED S TXTY TWO — and 77/100THS DOLLARS ($ 26, 662 77 _) ADD DEDUCT ORIGINAL CONTRACT 476, 944 . 00 PRIOR TO $ 3 , 811 . 56 EXTRA ORDERS THIS ORDER NONE 30,474 . 33 _ THIS ORDER CREDIT ORDERS $26, 662. 77 NONE NONE _ TOTAL TO DATE $30,474 . 33 NONE NET TOTAL TO DATE 507, 418 . 33 APPROV • ACCEPTE YARB •-KE PIN E- ARCHITECTS CITY Ory4 OSHKOSH,j7ISCONSIN PFA ER 'E• :f ASSOCIATES, INC. ,/ //��� � � ( City Manager BY Ii ��.■ _ � � e •i.c a r. :.mpi,4ger BY ,/f' ; !,/'i . . �i ',:�< City Clerk ACCEPTED Appr vied as to Form, s:_ MARINO CONSTRUCTION COMPANY, INC. By �.� . _ ... ��{:;�- _- City Attorney / I herby certify that the necessary BY .'`li /j £,L;2 '' 1G 1 * provisions have been made to pay the liability that will accrue under this contract , C, V� ' 2,.,LS , City Comptroller ATTACHMENT Change Order 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 and footings, and provide new piers and footings per Architect' s letter 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 $26 , 533. 71 Estimate No. 8 , dated 2/10/84 : excavate and fill in well below elevator base slab per Architect' s letter of request dated 8 February 1984 , copy attached. ADD 129. 06 NET ADD $26, 662 .77 since 1908 — een�a�IaJc� Crrccor--- Farm fir! k•°Fr n R ,�10 �...�. ' C Mla� rat 3620 South Cit,m t Ave Iue MARINO CONSTRUCTION CO. Milwaukee, Wisconsin 53207 Incorporated Phone (414) 744-4386 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 Mr. Yarbro: Per our telephone conversation of February 7, 1984 we wish to submit a revised price for our Change Estimate No. 6 which will now 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. 71) . We 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 of the existing stone footings. 5. We do not include removal of stone footings in our bid. We are assuming that the top of the existing footings 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 credits to the proposal amount in this letter. i � �T C 'V �I 4 a�t�a ^�wu COMMERCIAL • INDUSTRIAL • INSTITUTIONAL RUIL_O!NG • Car-^.entne-, Concrete, Masonry Feb. 10, 1984 Yarbro-Kempinger Architects, Inc. Attention: Mr. Robert Yarbro RE: The Grand Opera House - Phase II Change Estimate No. 6 (Revised) Drawing A-131 A cost breakdown is enclosed for your use in reviewing this proposal. Respectfully submitted, MARINO CONSTRUCTION CO. ,INC. / y fi i Mmes R. Marino Executive Vice-President & Secretary/Treasurer JRM/mis attach. •`� ESTIMATE SHEET PAGE NO. oF 4`� . PAGES ' . . CONTRACTOR .. M y .Af....S / ' S_Y.(U .= i..S�._ G 4'_ 72..�/V Ali--; _ 1'1 _ uyeATION '� .-.--...---__ ---ARCHITECT DATE / EISTPARTOR CHECKED BY BID DATE JOO DESCRIPTION —_--- DESCRIPTION QUANTITY ® MATERIAL LABOR SUBCONTRACT TOTAL W -tea - a1IN _ ._ -_.a_: : __ III. - ©"' - _ . iii I. /PI'. 10✓E f�o„px.. - - 2 .f� _ -_ li damn el •orrg-.1 - a 4._Ap 4 lip II Mil �vs T� � i• ,o o� s I/Im r�11 4 v.a°e r.en le /i- .i. IM r i__+ 111911 III _ . _ ill.,. ss M . ,.2 o _.. 1._ :II! _ __._ tsys 7 Jc) .- 1R:-- MONIIIIIM 111.12�XJ>;X t!! .4"4 — __-�9./ -.___1: U I!! ! --_I.z�. =x z iiiirimenn v..r..r rte✓ ._ 4:3'"'i._,�..�a ac JAR! ! ■�rmi.. !�-' 1/ _. ii■mmin■.■gip 2ia€',v? 2XBx s t 1 111• 111 MUM 1 T.0.:..‘: ,f,.tiG- .:� __43 , ... PRO!!!!! .1.. 111 mom 1,...44/1"'.-1-7-..fie • �111.1.rn sr or 41,v. __ ��� � i �zL 7�v Z _ - ZO !. ._ -._. iiii�iii� ii li�A.::- h'7*r c.K*,+y‘'r....r.r:J✓" _. --,� 14; • 1 1� I�fi 1 ____ 'La*A/e 6./Ca�� y iff/G cv, /or- 2 2. - !0• mat __._ _ .lii 1 'iii Mil III 1 iiii'i 1 _ -- — -- II 111 __ _ _ v 11I1 1111111 01 ____.___ f.:.‘„,A..,,cir _Z 72,7 __ _ '11111 . _ _1 MINN 11 .iii TOTAL COSTS r a�, e•e� , $1111111111 m //emn,-, MISC.JOB EXPENSES i AMOUNT ---- --� ___ - _ -17: f_ l_ _I T---7 I - _ . _ ._ _:.__. OVERHEAD % _� _ PROFIT % III TOTAL lilt, ',nliMI I II II EST I MATE SHEET PAGE NO. 2 OF ea. PAGES IWAMi CONTRACTOR _- — ESTIMATE NO. TICAM ARCHITECT DATE ESTIMATOR CHECKED BY BID DATE JQY DESCRIPTION - — --- - — ---- 1 0:0./Ai d l > 1-1I] ra DESCRIPTION QUANTITY ® MATERIAL LABOR SUBCONTRACT TOTAL MIN 1 i — _ _ 111 _ r1lr ___ __I II._ _ __ 111 11 ■111 _ __--■ ■1■ ,11 mamma 11 1 .,___ 1■■r ___ it_ _ 11 !!!r 1111 I r11■ _ 1 ___._ NI�__ - _.�.�_ ■■! ■ Z.4.," - WI o s o WM 0 EtirkilEMOS 1 .A 4- I",�r■ . ■GinElle r!rlE "!--;.,,4",,,r 32 •s' . !!!ll a.._ •VIII!! gte,...w„‹ MN 0 !MOW 1 I .eitim _ ,,,i,,..,,-4r4-.r EMI 1 11:4212 i i- MEM ___ _ .2,, T� & 7.Z 1 r ! a1! ■.■ u ■aa■a ■ ! ■ a■ -~-_ ____ 111111111111 1■r!■■■ 11111111111 , ,,.. .., --''',.'' ' ' WINE mow= _ ,.....,„. �/ 1 T L.... .:� - TG._.,, "' .5��-;+.,V.>r i , ■ �:.i p l.r'r' 8Wd 7pR!m __� . s !i ■:: 4'91'7. Al . [- ". ,-° - _ _ "4:-...- II�F w I .�'#�.'.,a ,r:4 z:..y�- - --- MTN 1, r!!! ■VIII MPS - _. mlma 11 aaar ■� ■mama■■ 1 1111111..�� r� 4 P l■.■� u lR1 . . . IMINI .N TOTAL COSTS r em„ ; E _264 ,, 3S MISC.JOB EXPENSES f AMOUNT ( ( l I -- - I [ T TTT7__.__ _.-_ . /1 _ TOTAL i-d, nnni l i v o -_. ._ _._ _ _ _lb,. 7/ -14 WEST SOUTH PARK AVENUE.BOX 2096,OSHKOSH,WISCONSIN 54803 3112 WEST HIGHLAND BOULEVARD,MILWAUKEE.WISCONSIN 5321 `_!EPHONE(414)235-3310 ARCHITECTS/PLANNERS TELEPHONE(414)344-53'. 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, Wisconsin 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 tons of new concrete footings are to be placed 8" below existing or new concrete floors . This is a change from those footings at Al & Gl, which called for the top of the footing to be at Elevation 98 ' -9" (Sheet S-1) . Footings at B5 , D5 and F5 shall be at 8" below the orchestra pit floor. Note that D5 , original contract, can be raised 7" . Include the above in your proposal. Sincerely, YARBRO-KEMPINGER ARCHITECTS, INC. and PFALLER HERBST ASSOCIATES, INC. by Robert L. Yarbro RLY/lz c: Ms . Catherine Porter Mark F. Pfaller, II John Papenfus FOR THE GRAND OPERA HOUSE OSHKOSH,WISCONSIN arbro-kem • inger architec ws ;Inc t faller herbs . - sso •1R P 1016 WEST SOUTH PARK AVENUE,BOX 2096.OSHKOSH,WISCONSIN 64903 3112 WEST HIGHLAND BOULEVARD,MILWAUKEE,WISCONS N!4" TELEPHONE(414)235-3310 ARCHITECTS/PLANNERS TELEPHONE(414,?44 4 January 1984 Mr. W. J. Syring Marino Construction Co. , Inc. 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. FOR THE GRAND OPERA HOUSE OSHKOSH.WISCONSIN 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. by 721-41j ?"' 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 . . 1)1 r hit AZt� 4it A _ ' �. frIn E►ia i erfl41 b%1 ' It pl 4 1 F, 0(p nib vial Y:7 ii r7;1-. 1, r k-- L- - ) ._-1 1 C, 1 1 r;tt riti] r3t3J rim 1 r f c co 41Z1:1 X1j�I 4,4-•:Cis 4 11 1I p4q1,4. flx2 M *4 • L PPE* I74 o u � �1: . AcT PIES ; Al2, A+, PI, L, if, � mitt 2,.i-I C I, Z, ,.t,� 4,2, 4 4- : __ rEtio■ >r x 1f1 4e., FIASONit j Plus ANP Af'0,`1 r 1t4ct ', pWvG rie„J &-(I s 3-a' x ►2'' c ar= PwGs W/ rl v*.(.,) 84``. 140F1 Sat-+;fr.1.. PEi I N Pyr-e-1 Ne1 PEA 5 -tt k L f I Ni;W Volt x I4,i 6,9keif4; iiVINI:ST P''�x.(-- PIs?G. GJ/U'-i- a-sT Ii.vw e.c r7 Fo ■fe- C1r) # ( ViI-;; . r-s:irJ1 %r-ic-1 mgt? wiTH Os 31T ' Ac 1Z a D,o., is, rtz'it~e{ -+: YARBRO-KEMPINGER ARCHITES, INC. PHASE II PFALLER HERBST ASSOCIATES , INC. RESTORATION & REHABILITATION FILE NO. 8133/79005 THE GRAND OPERA HOUSE SHEET NO. A-131 DATE January 4 , 1984 OSHKOSH, WISCONSIN ■ G/4AEF Ar ANfir ALT m SC/5/1—OEMER a ASSOCIATES INC. CONSULTING ENGINEERS Structural Munici al Environmental Miw Wee Capitol Drive p Milwaukee,Wisconsin 53216 Telephone 414-461-6900 January 4 , 1984 Mr . Bob Yarbro Yarbro-Kempinger 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) footings under the existing brick piers which supported the floor of the "House" . The footings consisted of two (2) stones, not very thick, which measured 30" to 32" square. In addition, the footing stones were not concentric with the brick piers. The soil was a moist red clay. We are uncomfortable about supporting the new reinforced concrete floor system on these footings, and recommend that the existing brick piers and stone footings be replaced with new footings and columns , using the same design as those shown on Sheet Sl. 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 prefer 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 may be able to get some information about the foundation materials from that . Very truly yours , GRAEF , ANHA T, SCHLOEMER & ASSOCIATES INC. / ohn D. Pa enf s , P.E. JDP: fls 2000 7ayior Street 190 South Division Street 211 East Main Street Little Chute.Wt 54140 Waupsca.4V€54981 3rur.r.lounta)rr, Ml 49801 Rhone.414-731-3291 Phone'715-258-5077 Phone:906-744-0222 .ciizcc 1908 4 oaa r ' r ` C Gr Jmd �,1WW1'1sIIY1 7WN��r rjk '-a 3620 Snilth Clem- t Avenue MARINO CONSTRUCTION CO. Milwaukee, Wisconsin 53207 Incorporated Phone (414) 744-4386 GENERAL CONTRACTORS • BUILDERS February 10, 1984 Yarbro-Kempinger Architects, Inc. P.O. Box 2096 Oahkosh, WI. 54903 Attention: Mr. Robert Yarbro RE: The Grand Opera House - Phase II Change Estimate 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, NO CONSTRUCTION CO. ,INC. ames R. Marino Executive Vice-President & Secretary/Treasurer JRM/mis �y`cEi�i4\ COMMERCIAL • INDUSTRIAL • INSTITUTIONAL. BUIL.DtNG • Carpentry, Concrete, Masonry _ • • . , - , ESTIMATE SHEET PAGE NO. 7 OF / PAGES JO tiAma - ---,roirkte CONTRACTOR - - ESTIMATE NO ••• - - '• - . .14‘#'fle.-- a "41-4//t"C) Cod°44r7e€■k.•7-...!..4 e.0• : Lkt""(71 ,_, 'if/ . ARCHITECT __ _ DATE egAik0". ESTIMATOR CHECKED BY BID DATE .--- _.4_ ._- - A6op--------;".-::e;- - ------- - *----- =444 rig' 4.±,40 /54 /A. fl/e2 As'irzok. .1-.......1.,-..,-- .--,.......-- 4.1r . cp- ._ ______ IV JILT: I II a_ QUANTITY 0 MATERIAL LABOR SUBCONTRACT TOTAL I ' ...17.7::' - Ill " I _ -I III - - - - /Ze_42:4r:—. RUIN- 11 '''`' III? I - - 112.01memorniminm, alum ill - aimmimuirmuno',. lum 1 nimmummumummumtsin. - 1 - mullinummEllowes In .! 1 animuu WIEN III Ail I atummun snum ill . n,• n Emmimminiiin mg II iminimulmaino di ?W amv.fArraivteli"-: .: 1 2 1FRIMIPPRIIIIIIMIIIMI Ill ' Nor•nimmunummruila III .,-,. .A.„, m. usimmummur..Amillo Iii II iiiiiiiiiiiiiiri II 1 . 1 .............. .. = " .61.11.11.11.0.1.1!..,:a!!! iiiii -- ... I. .......... „:„.... I". Fri 111111RINIIIIIIINIS 1111 Afe,,,7 al° /0440"v eouvIt_.4,,-._ 11.1111 1 Mows mmaniv ni :,:, insummiliiimesim mg III immisommori mil mei i firgnormesit-:!.. lin um pioneutlo, In ami 11111111111 Illogillt iii I ,.. IL II. I 111111111MIS' 1 FA1• I J c ii iiii11il. 1iit1l1 t IIN II s" Ple III rlP 5 . . . IPA _ ....;. TOTAL COSTS mi , iffinium ea! ---T— 11 mIsc. loe Eyop.r.se • iii- iii OVERHEAD NMI .; .6---°,.., /% 11111. ,, 1111 TOTAL 1111111111111.L._1§!" , . .:: : • )G.#sset i ,ell . - • a le erbs ,assoc' • E arbro=, ein Inge archit - cts n - w�,< 1018 WEST SOUTH PARK AVENUE,BOX 2098,OSHKOSH,WISCONSIN 54903 3112 WEST HIGHLAND BOULEVARD,MILWAUKEE,WISCONSIN 53208 ARCHITECTS/PLANNERS TELEPHONE(414)344-53'0 TELEPHONE(414)235-3310 8 February 1984 Marino Construction Company, Inc. 3620 South Clement Avenue Milwaukee, Wisconsin 53707 RE: File 8133/79005 Restoration and Rehabilitation The Grand Opera House City of Oshkosh, Wisconsin Gentlemen: This is to document the situation relative 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. Yarbro c: Pfaller Herbst Associates John Papenfus, Graef, Anhalt, Schloemer FOR THE GRAND OPERA HOUSE OSHKOSH,WISCONSIN