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2003-14 Amendment #7 to Agreement with James A. Cummings
RESOLUTION NO. 2003-14 A CAPITAL PROJECT AUTHORIZING RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, CONCERNING THE VILLAGE OF KEY BISCAYNE CIVIC CENTER PROJECT; AUTHORIZING CONSTRUCTION OF A FULLY ENCLOSED STRUCTURE TO PROTECT AN EMERGENCY GENERATOR AT VILLAGE HALL/POLICE STATION; AUTHORIZING AMENDMENT TO AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER CONCERNING THE POLICE/ADMINISTRATION EMERGENCY GENERATOR BUILDING; PROVIDING FOR USE OF FDLE GRANT FUNDS; PROVIDING FOR EFFECTIVE DATE. WHEREAS, pursuant to Section 3.07(b) of the Village Charter, the Village Council desires to authorize the expenditure of Village funds from a grant source to provide for the construction of a building to protect an emergency generator at the Village Hall/Police Station of the Civic Center project (the "Project"); and WHEREAS, the Village has received a $72,760.00 grant from the Florida Department of Law Enforcement (the "FDLE Grant") to pay for the cost of the construction of the emergency generator building; and WHEREAS, it is necessary to amend the Agreement between the Village and Construction Manager to implement the work authorized herein; and WHEREAS, the Village Council finds that it is in the best interest of the Village to proceed as indicated in this Resolution. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS: Section 1. Recitals Adopted. That each of the recitals stated above is hereby adopted and confirmed. Section 2. Work Authorized. That the construction of the emergency generator building at a cost of not to exceed $72,760.00 is hereby approved. The work shall be funded through the above referenced FDLE Grant. Section 3. Amendment To Agreement Approved. That Amendment No. 7 to the Agreement between Village and Construction Manager, in substantially the form attached hereto, is hereby approved and the Village Manager and Village Clerk are hereby authorized, in their respective capacities, to execute the Amendment to Agreement on behalf of the Village, once approved as to legal form and sufficiency by the Village Attorney. Section 4. Implementation. That the Village Manager is hereby authorized to take any and all action necessary to implement the purposes of this Resolution and the Amendment to Agreement. Section 5. Effective Date. That this resolution shall become effective upon its adoption. PASSED AND ADOPTED this 22nd day of April, 2003. 77.0cetAxa( t, MAYOR ROBERT OLDAKOWSKI AT HITA H. ALVAREZ, CMC, VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENC (/ ''l bl/ VILLAGE ATTORNEY RECEIVED PROJECT NO.: AMENDMENT TO AGREEMENT APR 14 2003 BETWEEN OWNER AND CONSTRUCTION MANAGER James A. Cummings, Inc. Key Biscayne Civic Center PROJECT NAME AND LOCATION: AMENDMENT NUMBER VKB-98069000 Village Community Center (Recreation Center) Village Fire Station, Police Station, and Administrative Office of the Village of Key Biscayne, Florida (the "Project") #7 (Police & Administration Generator Building) THIS AMENDMENT made this 11th Day of February in the year Two Thousand and Three By and between the Village of Key Biscayne, Florida, a Florida municipality, (the "Owner") and James A. Cummings, Inc. a Florida Corporation 3575 Northwest 53rd Street Ft. Lauderdale, FL 33309 Phone: (954)733-4211, Fax (954)485-9688, (the "Construction Manager"). Federal Tax I.D. Number: 59-2098732, WHEREAS, the Owner (as a direct signatory and through its former agent, the Department of Management Services of the State of Florida (the "DMS")) has previously entered into the Agreement between the Owner and Construction Manager; and WHEREAS, the Agreement has previously been revised by Amendment Nos. 1, 2, 3, 4, 5 and 6; and WHEREAS, it is now necessary to revise the Agreement to: commence construction of the Police & Administration Generator Building; and to delete references to DMS as agent for the Owner as to the Generator Building component of the Project. NOW, THEREFORE, in recognition of the good and valuable consideration provided by the covenants hereof between the parties, the Owner and the Construction Manager hereby covenant and agree to amend the Agreement to include work for the Police and Administration Generator Building and to identify its funding source; to identify the drawings, specifications and other documents upon which the GMP is based; and to otherwise revise the Agreement, as follows: (1) Guaranteed Maximum Price — the Guaranteed Maximum Price (GMP) for construction of Project VKB-98069000, Village Community Center, Village Fire Station, Village Police Station, and Administrative Office of the Village, as defined in Article 7.1 of said Agreement shall be: $23,227,082.00 (which excludes the $72,760.00 GMP for the Police & Administration Generator Building) Costs for changes to the Police and Administration Generator Building are not included in this Amendment. Payment for this work in the amount of $72,760 shall be made directly to Cummings by the Village of Key Biscayne via a FDLE grant. In the event that Cummings does not receive payment for this work, the GMP shall be increased by $72,760 and payments shall be issued by the Village of Key Biscayne. (2) Drawings and Other Supporting Documents — in addition to the drawings, specifications and other supporting documents identified in previous amendments (No. 1, 2, 3, 4, 5 and 6) to the Agreement, the Guaranteed Maximum Price (GMP) for construction of the Project, is based upon the following drawings and other supporting documents: a. Proposal #R -90P to the Village of Key Biscayne Police Department from James A. Cummings, Inc., dated January 14, 2003, which is attached hereto as Exhibit "A." b. Drawing sketches S/SK-14, S/SK-16, S/SK-17, A/SK-57 and A/SK-58, entitled "ITC No. 35, Generator Support Structure" dated 12-05-02 as prepared by Spillis Candela DMJM. c. The revised Project Budget, which is attached hereto as Exhibit "B." (3) Elimination of Agent — the DMS is hereby eliminated as the agent of the Owner concerning the construction of the Police & Administration Generator Building. Owner may subsequently appoint a new construction program representative. (4) Changes in Agreement — various changes are required to the exhibits and articles of the Agreement to reflect the amendments described herein. It is agreed that the articles and exhibits of the Agreement shall be deemed to be amended to provide the following: a. Deletion of the services of the DMS for the Police & Administration Generator Building component of the Project; b. Establishment of the GMP for the Police & Administration Generator Building in the amount of $72,760.00; and establishment of the GMP for the Project (excluding the Generator Building) of $23,227,082.00. c. The Police & Administration Generator Building shall be funded by the Village of Key Biscayne via a FDLE grant, in the amount of $72,760.00. (5) Effect On Agreement - except as provided above, the articles and exhibits of the Agreement which are not affected by the amendments provided for herein shall remain in full force and effect. IN WITNESS WHEREOF, the parties have executed this Amendment the day and year first written above. JAMES A. CUMMINGS, INC. Attest: (txJIA,o By: Corporate Secretary William R. Derrer, Co orate President James A. Cummings, Inc. Wit essed: By: By: NC (print name) de_ I3Lielee : 4,14.A.A. � Qra.1 aL (print name) illage Clerk By: `I l Village Attorney VILLAGE OF KEY BISCAYNE Approved as to form and legal sufficiency: 103001\agreements\amendment to agreement between owner and construction manager (Corporate Seal) F- l time -nine's Genera Contractors January 14, 2003 Village of Key Biscayne Police Department 85 West McIntyre Street Key Biscayne, FL 33149 James A. Cummings, 3575 Northwest 53rd St r� ^e 333 � ! uuuyl Ju13!yf F, vL Phone: 954-733-421' Fax: 954485-9688 Website: www.jamesacumminos.c ATTN:Mr. Mike Flaherty, Police Chief RE: KEY BISCAYNE CIVIC CENTER PROPOSAL #R -90P GENERATOR ENCLOSURE @ POLICE & ADMINISTRATION BUILDING Dear Mr. Flaherty, James A. Cummings, Inc. is submitting Proposal #R --90P. This proposal incorporates the installation of materials to provide revised Generator Building for the Police and Administration Building, per ITC #35. Please see attached backup and summary for the work in the amount of $72,760.00. James A. Cummings, Inc. reserves it right to request compensation for costs and a time extension, which may result from this change. These costs may include, but are not limited to, compensation for a time extension including jobsite and home office overhead and related costs, loss of labor efficiency, escalation costs and subcontractor claims. These costs and required extension to the project schedule are not discernable at this time; once these impacts become apparent, we will advise you accordingly. If there are any questions and; or concerns regarding this matter please do not hesitate in contacting this office at (305) 361-9227 for discussion. Sincerely, JAI CUMMINGS, INC. sander Smith Jr. rniPCt Manager Cc: Rick Derrer. JAC Appro.'al: Mike Flahe r tPc iil P i hiP� jl i c�P of V PI? Ri c.^avrne App rcvai : : Rob Maphis, JAC Jere Lahev, DMS Jud Kurlancheek, VKB Nina Gladstone, Spillis Candela DMJM FILE ,'Jacqueline Menendez ` f% /Manager, Village of Key Biscayne James A. Cummings, Inc. Proposal Summary Form Village of Key Biscayne ITC NO. 35: POLICE BUILDING GENERATOR ENCLOSURE 1 SECTION DESCRIPTION OF WORK LABOR MATERIAL SUBCONTRACT 01 Q1 02 02 03 Clean-up & Support Surveying/Layout Dewatering Tropic Fence **1st Fir. - Vinyl Coated Fencing & Gates Areda Construction: Concrete/Masonry Work Credit for SOG $1,500 $300 $3,500X? $1,783 ($3,304] Concrete Footing $4,9461 Concrete SOG $3,948 Concfete Elevated Slab New Masonry Wall w/ Filled Cells 05 Alufab - Handrails (Powder Blue) 07 Coman Caulking - Joint Sealants 09 ! B & B Interiors: Stucco Allowance 09 I R & L Painting: Paint 10 IJACIGC Building Products 15 !Allowance Misc. Plumbing 16 I Fisk Electric: Electrical Lighting and Power © Generator Building Additional Lighting and Power for Fountain (Lightning Protection Not Shown, Not Included) $250 ( $1, 800tAr $8,6281; $8,477 r $3,850 k $500 $6,000 J' $800'A $1,000 $22,39- includeL included not included SUBTOTAL Wi Vinyl Fencing & Alum. Handrails LABOR BURDEN SALES TAX SUBTOTAL TOTAL OVERHEAD (4.5%) SUBTOTAL PROFIT (Included in "Overhead" above) SUBTOTAL BOND TOTAL $1,750 55.600 $60.025 $68.936 $3.102" $72.0401 $0 $72.040 u72 I $72.753 Spillis Candela DMJM 800 Douglas Entrance Coral Gables, Honda 33134-3119 303/444 4691 INSTRUCTIONS TO CONTRACTOR RECEIVED Date: ITC No. 12-5-02 035 To: Alex Smith James A. Cummings Construction Co. Re: Key Biscayne Civic Center PROJECT NO. DEC05 JAMES A. CUMM1NGS, INC. JOBS1TE This not an authorization for work which will involve a change in Contract amount or time. It in your opinion a change is involved, notify the issuing representative prior to performing the work. If such notice is not received on or before ten (10) days it shall be deemed that you have waived claim for change in Contract amount or time. If it is agreed that a change is involved, a Change Proposal Request will be issued. This ITC reflects a change to the generator support structure. S/SK-14 S/SK-16 S/SK-1 i A/S K-5 i A./SK-58 END OF ITC Lintel Details Foundation Plan, Isolation Joint Upper Level Plan, Section Upper Level Plan Lower Level Plan Issued by: Nina Gladstone cc: Juc! Kurlancheek, Village or Key Biscayne 75,8• --- 2 j4 TOP CONC. F'c = 4000 P.S.I. --- BOTT. BARS SEE SCHEDULE BELOW 3. CONCRETE TYPES; TYPE H 4, CONCRETE TYPES: ELEMENT MAXIMUM MINIMUM STRENGTH WATER/CEMENT ® 28 DAYS RATIO 3000 PSI 0.40 4000 PSI 0.45 TYPE 2 13 FOOTINGS • 8" C.I.P. CONCRETE LIN1EL "L" CLEAR OPENING S / S K ---14 Project No• 01976 note: 10-03-02 Drown Iby: P.A. Checked by S.C. RevisiotIis to Sheet No: ITC. i SEE SCHEDULE • MASONRY CAST INTEGRAL • TIE COLUMNS ALL OTHER CONCRETE II LINTEL DETAILS FOR C.M.U. WALLS CONCRETE LINTEL SCHEDULE CLEAR SPAN "L" BOI. BAR REIMF, UP TO 8'-0" UP TO 12'-0" GENERATOR 2 ij4 2 15 i KEY BISCAYNE AOMIN & POLICE BLDG. Splia CarAel8 OCAS Architecture Engineering Planning Interiors !00 °sullies fnl►an., Corot cables rledde 331St 'esei Polrn (Nash 0rlondo WafAlnplen OC Tslephsn. (305) 444-4191 row (305) 147-3554 16'-7" it? r WF-26 -L -T 8W5-.32 8W5-32 1 —I- SEALANT 1/2" PREMOLOED FILLER MATERIAL W W In wF-26 0 4" CONC. SLAB W/ W.w.F. 6x6-W1.4xW1.4 GENERATOR FOUNDATION PLAN SCALE: 1/8" i'roje(l(I No: t 1976 f lnle: 1 1-05-02 Drove', Ihy P A Chrr;kPd by. S.C. RPvi.sibr1, lo SI)PPI No. 11C• 11 J VERTICAL ELEMENT ISOLATION JOINT (J-2) SCALE. 3/4" = 1'-0' KEY BISCAYNE ADM1N & POLICE BLDG. Cancleka INUM Architecture Engineering Planllleg 1nteriort 500 Deuplaf Entrance Corel Cables !Amide 3J131 West Palm /each O. -tondo MwAlne�rran OC Telephone' (305) 444 —44111 fa■ (305) £47_335 ti in T8-1 8W5-32 3'-6" 16'-7" TB -1 co I' - Pr1 1 w #4 A 12" 0/c x TYP. PERIMETER #5 0 12" 0/c 8W5-32 i 8W5--32 TB -1: s "x12" W/ 2 #5 CONT. EACH VERTICAL f ACE AND #3 TIES 0 6" 0/C GENERATOR LEVEL UPPER. EL. +1 1 1-0 scA1Et S/SK-1 1 46 El. + I I'-0" T.O. SLAB EL. +5'-8" GRADE t: O N TB- I Ns-- 12" SLOPED, SEE ARCH. 11" CLR. COVER T.Q. FIG. • 12" CONC. SLAB Q HIGH POINT i" CLR. COVER 2 15 CONT., AROUND PERIMETER 8W5-32 CONST. JOINT (J-2) TYP. PERIMETER x r� 4" CONC. SLAB WF-26 / (3 15 CONT. & I5 ®36" o/c SHORT BARS) SECTION SCALE: 1/2" = 1'-0" S/SK17 Project ,Ho. 0191(3 Date. 11 -05-02 Drown Lir S D. Checked by. S.C. Revision; to Sheet No: ITC• KEY BISCAYNE ADMIN & POLICE BLDG. Spas Canieaa DNS, Archltoctur• Engineerini Planalni Interiors 100 Douglas Enlrence C"r& Coble fl.dda 3J1J4 Woof Polio teach Orland. w".Mrngroe DC telephone (305) 441-4391 row (30!) £4 .335$ t y..4 -• - 1 3'- i i GENERA AEL. +10'-0" T.O. SLAB w 0 0 V) U.; 0 10 039 NPOLICE SALLYPORT I, Ain] 11 0 EL. +6'-0" FIN, FL. FIN. FL. OP 9 8 FLy 1-045 m GATE 6' 12 j 9 (-) S-) 5"-8 STAIR #11 LIP I t� FIRST FLOOR --- UPPP STAIR N 1D - A/SK-57 'roject No. G1976 Dote: 11-26-02 Drown by: N.E.0 Checked by: Zevisions to Sheet No: A2.2.11 KEY BISCAYNE ADMIN Rr Pni :rr PI nn i Sys Candela Ot J Architecture Engineering Planning interiors SCREEN GRILL 'n 20'-1" 16'- 7" E SCREEN DOORS 1 -9 .3`-6"‘f1-0,1, 3i-6" _d4;r_91 a 1. t 10'- -8" -11" n 1 -1 FIRST FLOOR Project Ho: G1916 Dote: 11-26-02 Drown by: N.C.G. Checked by: ; Revisions in Sheet No: A2.2.11 KEY E3ISCAYNE ADMIN Rr MKT fli n(: i Spis Caw eta DMJM Architecture Engineering Planning interiors *ran fl....s.. r.. ----- r r... 410, DATE: !ar-,ua'. 9, 2003 TroicFence, Inc. ie only fence company �IFLA :,..Of....., n]I ,cK: you'll ever need r,=ua-" n Fae_t7.•?n 1364 N.W. 21 Street Pompano Beach, FL 33069 954) 978-1350 FAX: (954) 960-1432 MAT ERLAL LIT ROPIL FENCE PROPOSES .O FURNISH & INSTALL: 91...1/7 X 32- HGI 1 C HAIN LINK FENCE 3 LF X 48" HIGH CI-IA11s LIM< FENCE X 3' X 42" SINCrLE SWING GATT:. X 3' X 48' SINGLE SWING GATES 3 HOLES CORE -DRILLED A) GALv B) VINYL TOTAL: S 3,176.00 TOTAL: S 3,727.00 iiOT E : \BO\'E TO TAL COSTS ARE P1 EDIC:AT V) ON 1 FORMATION sL"PP ED I3Y '.JAMES A. CUMMINGS NC: PRICES ARE 51:13JECT TO CI lANGE v./ SITE 1NSPECTION. 'TIO': cUAT :S & FENCE .AT F IKSr FLOOR X 3' )(4,g" VI.+IY't. COATED SINGLE SWING GATES 23 LF X 48" IIiGH VINYL CrIArN LINK FENCE s HOLES LORE-DRTI.:,LG TOTAL: S 1,783.00 CONTRACTOR: A.Jdr : ss :ry. 5teitw Zi Job Ntme Strzet ctrr. j:c1te. Zip 3ANES CUMMINGS tNC. 3575 NW 53 ST- T- LAUDERDALE 53309 K EA BISCAYN I CIVIC CENTER i'ticri i-,0J-?C I X22' ATTN: ALEX Tax #: t -7U5 -36I-5647 SMITH ECIFICA.TIONS S!vte fence i• abrtc I t gt. Gauge Scl,,42C Top Rail Spaced Corn.'' Sts o.d_ Drivo Gatc Posts o.d. Gate Fnumes: Sinalc Swing `3U' 180 - Carsiitcyrt - Swing - Cortcrctu Footings: Lint: Pots Termittui Posts Ciatc Posts Tom' I-Igt. Fabric Type Mcsh BiW Type Line Posts Ead Posts Walk Gate lost Frame Coating Dotrixlz Corn: s Wz--Ided - Roil o. d. 0. ti 0.d NOTE: I OTAL COST PREDICATED ON FENCE TNT, ALLA T f0N piCOR TO I-, :1' DSCA1'E & StitkINYLEK. RECEIVED JAN t� JAMES A. CUMM►NGS, JOBSITE .Ve carrel; pro,nost: u• furnish ail MOW. a -u k_, concre c, cquiptne t anc tnsu. ncc ;ieccsstry to install the ,above described r atcna'.s as pe-r .ound;tut her w1th. NOTE: t. LabcTr :utni,ibed tc5'n.,e.vion-urtion unless orberv,ise stand herein. 2. .ILL FENCE LINES TO BE CLEARED, FINISH GRADED AND S I'AKED BY t:1. STONIER PRIOR TO .Itltne 4L OF I STALLATIC CREW AND E Q I U 1 Fyi ENT 3. CI. STOMER. kSSUMtES Ft. LL RESPONSIBILITY FORAM' AND ALI. DAMIAGE TO U DERGROCIT) Li S, PTrE'S, WIRE, El C. T1-IAT ARE NOT CLEARLY LtRKED. 4 Inter;.:, ur I IC% ix:r mouth wi,'/ be chard o^ ut:co: ,7Ls PAST DUE. TOTAL COST INSTALLED: SEE ABOVE PERMITS/PROCESSING COSTS , if applicable. PRICES GOOD FOR 90 DA) S rmuvrti4: 3 -4 NV EEKS :SRO & AFTER PERMIT 7PROV AL TERMS: NCI' ON BILLING PRICP:S SUBJECT TO Cl-IANGC ITHOI'T ^yOTlCE. TROPIC 'FENCE IS WBE & DOT \ITtiORrT\ CERTIFIED .:'c-; c , rerekz ' s V' '. rx:xvavl to the name of the seder. Tro-;c Fcnt.e. lnc . until pas• -n r n iul s is rcce'vcci aur_' a[h :C ". :e::r. ; iic ...., l' L : ale c -,a , t ,- ` 1 '1 or 1 t •• scr •. IT O� . ; ,t V o ,.z 'e♦:io.i :ncl :din- trLt 5t Lit :tU;;.:i.. -L'^:1 L', �r any I)Ci'.Ii.i. tllt`i:,D . 11.J CC he CU.i CtC4 on C�l:T1',..fl.� .;f'3ti iitt(?t'[1C� by $ti.l, IICa'3;�.•1.t.:1�t:..,.� 1Ci pa. ,111 G._.::, ,i�•... •f:es: t-2;1) a res,onabfe attcrnz.).'s F e TN1S IS A. RETAIN "TITLE CONTRACT. ROPIC FE CE. INC. BY: NI tK NIQNTE (X 107 TITLE: ESTIMATOR Jarrctrtry 9, 2003 ACCEPTED: BY• ......_ TITLE: D:. 7E : -- Dec 13 02 04:12p Areda Construction, Inc. 305 826 5677 p.1 Areda Construction, inc. 5735 NW 151 STREET MIAMI LAKES, FLORIDA 33014 Phone 305 826-5676 Fax 305 826-5677 FACSIMILE COVER SHEET FROM: Armando Alonso DATE: 12/12/02 ATTN: Mr. Rob Maphis, III, Vice President of Operations COMPANY: James A. Cummings, Inc PHO: (3 05) 361-9227 FAX: (305) 361-5647 PAGES INCLUDE COVER: COMMENTS: "Police and Administration Building" Dear Rob, Attached, please find Revised Change Order Proposal #19 for the mentioned Project, for your revision and approval. Any questior_s, please do not hesitate to contact me at your early convenience, Thanks 4-4 •T r Dec 13 02 04:12p Areda Construction, Inc_ 305 82G 5G77 P- 2 AREDA CONSTRUCTION. INC. CHANGE ORDER PROPOSAL TO: Rob Maphis III, Vice President Operations - CHANGE ORDER NO.; 19 (Revised) James A. Cummings. Inc. DATE: 12/10/2002 3575 NW 53 Street, PROJECT: Village of Key Biscayne Fort Lauderdale, FL 33309 We hereby proposed to make the following changes at Administration & Police Building due to ITC -035, by AISK-57158, Date 11-26-02, SISK-14, Date 10-03-02 & SISK-16/17, Date 11-05-02: 1. Credit for oc'tiginal Generator Pad for Administration & Police Butikiting: 'ta. Credit for Concrete slab on grade, TOS +5' 8", V 4"thick, w/#5-@10" E W. T&BrsgftJ 172 2. New Generator far Administration & Police Building: 2a. New concrete footing, WF-26, TOF +3' 8", 12"x26", w/3#5Continuo, #5@36"transversal o/c, [If] 84. 2b. New masonry wall (8W5-32), 8"thick, [q] 520 2c. Cast -In -Place Concrete lintets, 7 518"thick x S"wide, w(2#4 top P. bottom tlf] 18. 2d. Filled cells #5@32"oIc & #5 each side of openings, RI] 28 and TB -1, TOB +10' 0", wf2#5 top & bottom, #3ties@6"olc, [Ili 60. 2e. New concrete slab on grade, TOS +5' 8", 4"thick, wl W.W.F. 6x6-W1.4xW1.4[sgfJ 304. 2f. New concrete elevated slab, TOS +1 V 0", 12"thick, w/15@12" each way bottom & #4@12" perimeter tap,[sgftj 304 TOTAL ADDITION THIS CHANGE ORDER PROPOSAL: Note: Upon approval, this Change Order Proposal becomes part of and in conformance with the existing contract WE AGREE to modify the original contract by the following CHANGE ORDER amount: Authorized Signature: Armando L. Alonso, President Areda Construction, Inc. ADD $ 24,555.03 ACCEPTED: the above prices and specifications of this Change Order are satisfactory and are hereby accepted. All work to be performed under same terms and conditions as specified in original contract unless otherwise stipu,'ed. Client Authorization: Rob Maphis Ill, Vice President Operations James A. C.'-urnrnings, Inc. ;1: ease sign, an.1 return one copy for ourrecor's1 Date: Dec 13 02 04:12p Areda Construction, Inc_ 305 82G 5677 p.3 CHANGE ORDER #19 REVISED, DETAILED BREAKDOWN 1 a. Credit for Concrete stab on grade. TOS +5' 8", 1' 4"thick, w/.#5 @10" E_W. T8.3[sgft] 172. I. BREAKDOWN OF LABOR: Carpenter, -24 . S 18.00 Ihr S 1432.00) Labor. -24 ;r -.r S 12.30 ;hr S (288.00) S.,perii%:on. -24 ;nr , S 25 CO /hr S 1600.0:)) Direct Cost S (1.020.30) Labor Burden 5l S (2.019.60) II. -BREAKDOWN OF MATERIALS: Concrete, 3000 ps Reber reinforcing, Forming malerats- epoxy S miscellaneous, Suhtotat Materials, III. BREAKDOWN OF EQUIPMENTS: 2'!3' Hlc'raulic Pump, (minimum charge) -9 y3 $ 64.00 y3 $ (576_00) -8251bs . 5 0.30 :lb* $ (247-50) $ (200.00) -4 hr , S 65.00 1hr S :260 00) S 11,023.50) Subtotal Equipment S (260.00) 2a. New concrete footing, WF-25, TOF +3' 8". 12"5Q6", w!3#5Continuo, #5 3_8"transversai o/c. [If] 84. I. BREAKDOWN OF LABOR: Carpenter, 36 !hr - S 18.00 :1N S 648.00 Labor, 36 fir . S 12.00 ,ht S 432.00 Supervision, 36 ,fir , 5 25 DO Mr S 900.00 Direct Cost $ 1.980.00 Labor Burden 53% S 3,029.40 H. BREAKDOWN OF MATERIALS: Concrete, 3000 psi 8.5 .3 , S 54.00 y3 $ 644.00 Reber reinforcing, 598 IDs • $ 3.30 Jibs 5 179.40 Forrrtrng-.aterats. epoxy & miscal)aneous, S 400.00 Subtotal Materials HI. BREAKDOWN OF EQUIPMENTS: 2'13' Hldraullc P,,a^Y1 (minimum Marge) 4 t'r 5 65.00 7rr S 260.00 S t,f23.40 Subtotal Equipment 5 260.00 2b. New masonry wall (8W5-32), 8"thick, [q] 520 f_ BREAKDOWN OF LABOR: Ltason, 24 :hr . S 18.00 tnr S .432.00 Labor. 24 :r.: . S 12.00 ,hr S 288.00 S.ipernson, 24 lttr , S 25.CC /hr a 600.00 DtrectCost S +=0.03 Labor Burden 53':0 S 2,019.60 II. BREAKDOWN OF MATERIALS: 2' Re9i. ar Concrsle Broc.cs, Standard Appi t'ar:, Sand. Wire reitfortirg. Suototal Materials S 1,125.00 907 lbs - $ 1.25 Abs 5 1,125.00 III. BREAKDOWN OF EQUIPMENTS: Hoislin9 & Scce folding $ ?50,00 Subtotal Equipment S 250.00 2s,. Cast -In -Place Concrete lintels, 7 5/8"thick x 8 vide. w/2#4 top & bottom [!f? 1 E. i. BREAKDOWN OF LABOR: Cements-, 9 t , Labor. 8 ,t'.' , Supen •s un, 8 ,T: Direct Cost Labor Burden IL BREAKDOWN OF MATERIALS: Concrete, 43C0p.311 m.nimum c7:n- e3 Reber reinforcing, =cri r..; maldna)s. epoxy 5 mtscellaneot.s. Subtotal Materials ill. BREAKDOWN OF EQUIPMENTS• 2 - drattlic Ft.,rp, cnar -.. 5ubtctal Equipment 5 15. DP .fir S "44.0C S :2 033 Ttr S 96.3C S 2:.00 ,11r S 2001;0 S 440 00 53'4. S ).3 . $ 53 0. y3 S 272 00 6b •75 . S C :i0 ,Ids $ 20 <0 5 100 OCi n: S 5b ,0 260 00 672.20 S 192 .:t: S 250 CO Dec 13 02 04: 12p Fareda Construct ion, Inc - 305 826 5677 p.4 CHANGE ORDER #19 REVISED, DETAILED BREAKDOWN 2d. Flied cells #5@32"o,'c & 5 each side of openi igs, [q) 23 and TB -1, TOB +10' 0", wJ2#5 top & bottom, #3ties@6"o/c, L1fl 60. 1. BREAKDOWN OF LABOR: Carpe ter, 49 1r $ 1900 1hr $ 964 DO Labor. 48 .h( , 5 12.00 Inc 5 576.00 5upervsion, 24 the , S 25 00 !hr 5 600.30 Direct Cost 5 2.343.03 Labor Burden 53% S 3,121 .20 1I. BREAKDOWN OF MATERIALS: Concrete, 4000 psl ,minimum ta.-ge) Reba' rein(orng, Forming materials. epoxy 8 miscwtanenus. Subt reJ Mater laic III. BREAKDOWN OF EQUIPMENTS: HiAraulic Pump. (mnhnum charge) Subtotal Equipment 4 y3 . $ 68.0,0 y3 S 272.00 372 Ibs . 5 0.30 ttbs S 111.60 s 250.30 4 hr , 5 65.0 Ihr S 260.00 5 633.60 $ 260.00 2e. New concrete stab on grade, TOS +5' 8", 4"thick, w/ W.W.F. 6x6 W1.4xW'1.4[sgttj 304. L BREAKDOWN OF LABOR: Carpente:, 24 dhr S 16.00 Ihr S 432.00 Labor. 24 !hr , S 12.00 nit 5 288.00 Finisher, 16 rhr , $ 25 DO !hr 5 400.00 Supervision. 24 Jhr $ 25.00 thr $ 600.00 Direct Cost 5 1120.50 Labor Burden 53% S 2,631.60 U. BREAKDOWN OF MATERIALS: Concrete, 4000 psi (minimum charge) 4 y3 3 6EDD y3 5 272.00 Reber reinforcing. 0 , S 0.30 ,I{bs 5 For.`nidg materials. wirs mesi. expansion )oirr.s & r-risoellarreous. S 250.00 Subtotal Materials IIE. BREAKDOWN OF EQUIPMENTS: 2' Hidrar:.5c Pump, (.-wsir um chagei Subtotal Equipment 5 522.00 4 ter . 5 65 CO ,hr S 26C 00 $ 260.00 2f. New concrete elevated slab, TOS + t' 0", 12"thi c, w!#5@12" each way bottom & perimeter top,[sgftj 304 1. BREAKDOWN OF LABOR: Carpenter, 80 fir , S 18.00 !hr 5 1,440.00 Labor, 80 .'hr . 5 12 CO !hr S 960.110 Finisher. 32 /ttr , $ 25.00 ;hr 5 300.30 Supervision, 32 !hr $ 25.00 !hr 5 800.00 Direct Cost Labor Bearden 11. BREAKDOWN OF MATERIALS: Con rete, 4000 psi ;minimum tar"ye) Reba r reinforcing. Forming materials, shoring & miscellaneous. Subtotal Mater ats 5 4.000.00 53% 5 8,120.00 12 y3 , $ 8&00 y3 5 816.00 643 Its , 5 3.30 Its 5 282.50 S 250.00 5 1,148.93 BREAKDOWN OF EQUIPMENTS: 5 Scam Pump. (rr nim.rn 5 nr . S 125.011 +i;r S .25.00 Subtotal Equipment 5 62.00 TOTAL. COST OVERHEAD (10•;0) -PRIDFri f5N TOTAL COST wrr-i BONDING REQUIREMENTS INCLUDED NOTE: An other terms it the ortgina1 contract remain unchanged. 5 21,352_..: .13-5 :.2 S 1,067.E1 5 24.555.02 • " 0 1 / . 0 3 / 2 E : 0 3 I - . 1 2 3 0 5 S 3 8 ' 8 0 3 3 ` ' y ' E 0 1 r 7 C U S T O M E R : A D D R E S S : P H O N E : C E L L : F A X : A T 7 N : P R O J E C T _ f w A L U F A B I C 3 0 0 0 N . W . 3 8 A V E N U E , O P A L " - F L T E L ; 3 0 5 - 6 8 1 - 4 7 0 1 / F A X 3 0 5 - 6 8 1 - 4 6 0 4 w w w . a l u f a b l u n T i c a n e . c o m P R O P O S A L / C O N T R A f i T . ��: A . C s , I n c . 3 5 5 N W 5 3 r d S t r e e t F t , t d e r d a l e , F L 3 3 3 0 9 3 0 3 6 1 - 9 2 2 7 9 5 9 1 4 - 1 6 9 5 3 b . 3 6 1 - 5 6 4 7 A l K B i s c a y n e A d m i n i s t r a t i o n a n d F i r e R e s c u e ! B u i l d i n g R E C E I V E D J A N O 9 ' ����� b S A . C U M M I N G S , I N C . J O B S I T E J $ n u a r y 9 , 2 0 0 3 w e e r o p o s c t o a t t n i s h J a v i w i t h t h e t e r r n e l c o t x l i t i o r e i c b y A L - I 1 F A S L W . b y A L U F A B P R O P O S E S F O L L O W I N G D E A L U F A B S T A N D A C C O R D A N C E 1 1 - 2 6 - 0 2 . 4 3 " A l u m i n u m 3 " x 1 ' 4 " t o p c a p o n 2 " s 9 . P o s t 1 ' s q p i c k e t s , s p a c e d t 2 " x 1 " b o t t o m c h a n n 2 " x . 4 " b o t t o m t u b e 3 6 " x 4 2 " P e d e s t r i a n D e s i g n t o . m a t c h r a i l i n S ��% C 1 o s i l ��g , S e l f - i a t c O r d e r * * a l r o m m u f a c u r e a A L L T F A l i i I N C . f o r a b o v e l i s t e d p r g o c s i o s + 0 0 0 r d . D C e p r o p o e 4 w h i c h u p o n o u r w a w a = c i t h i s P r o p 0 0 4 b y b o r s h t b e l o w a w l u p o a s o m p n e t a x o f t b i e p r o p o s a l h e r e i n b e l o w ' W I c e s o r t i t u t c R . c o n t r a c t b a w d * C L S T M E R s o d A L U F A B I N C . F L T t N I S H A N D I N S T A L L U S I N G O P E N S H O P L A B O R T H E W E L D E D A L U M I N U M R A I L I N G S I N S C T A C C O R D A N C E W I T H S A N D A L U F A B ' S A P P R O V E D S H O P D R A G S A N D I N Q E N E R A L T H E Q U A N T I T I E S A N D I N F O R M A T I O N A S 4 / 6 1 . D R A W I N G D A T E D R a N a e + G e n e r a t o r R o a m x W ' c h a n n e l r e j e c t 4 " s p h e r e e a b o v e r a g A D D r o r . : 6 0 I f O n e ( 1 . ) S 3 8 5 0 4 . 0 0 /€9'7��b�3 J J � 1-1: 12 33~.53S S33 L HiUR i c A 1: •"''-. V E a 2 AL2-1tNATE #I C OF t CL MATERIAL 2. DELIVERY 3. ALLTFAB TO 4. SHOP DRAWIN 5. LOADING 6. AS PER STAND 7. COMPLETELY 8. SH3PP NG 9. FOR CORE I) 10. CORE DRIL,LIN 11. STANDARD AL 12: SALES/USE T 13. MUST HAVE 14. POWDER COAT ALLJFAB � LID 1. KYNAR 500 2. COST OF 3OBSr 3. ENGINEER 4. COST OF BOND S. STAGING 6. REMOVAL OF 7. BLOCKING OFF 8. UNION OR PRE 9. PROTECT/ON 0 10. ANY REPAIR 0 11. WATERPRQO 12. .LISTING ADD 13. ON -SITE TES 14. ANY MA 15. MISCFI.I.4NEO SC Rang and Gate To: 5/8"a I/1/2" Top Cap s r Bottom Channel sq. Posts sq. Pickets spates to reject a 4" sphere MEASURE. FOR APPROVAL BUILDING CODE -1997 EDITION WELDED FABRICATION LNSTALLA.TION 1 1 Dc#uct From Ease Bid $1100.00 AB LIMITS ON CbRTIFICATE OF I1vSURA1 k E ON MATERIALS OR ACCESS TO BALCONIES TO FTELD h EASURE f. INSTALL INIiST STANDARD COLORS LL ► WIN t, PERMITS OR INSPECTIONS TONS OR SEALED DRAWINGS REQUIRED) STING OR TEMPORARY RAILS CCESS TO OR ' G WAGE LABORTEMPORARY RY FUMING AT EXISTING BALCONY AREAS RAILING AFTER INSTALLATION CONCRETE DECK OR STRUCTURE G. SEALLNIG OF POST HOLES N L INSURED NOT SPECIFICALLY NOTED AS INCLUDED S OR ORNAMENTAL METALS 01/09/2003 14:12 3055388033 r PAGE 07 NOTE: PRICE INC UDES FOR ALL ITEMS, BEING SUPPLIED 8 ALUFAB INC_ TERMS: TBD. Total Sum of THRI mousAND EIGHT HUNDRED AND FIFTY Dollars (S): 3550.09 CUSTOMER SIGNATLJRI: QUOTATION S[B$ ]TTED B (Quotation isniot as affix) BY TITLE DATE CONTRACT ACCEFT16BY: ALTO AB INCORPORATEb: TITLE ; DATE PRICES ARE FIRM FOR 30 DAYS l+ fJ5 LCCA Flake AOiCCRESS T,1 c rr'IUNE (E� 7M(.4-11\11," Pcocri IbifckA)E- FL- COM!A? C TT- PFOFiti(0 eleATM &.b(- . SY tilt -31(22_ CLASS OF WORK cu u4y WA Iu70 % WORK INCLUDED AMOUNT OF 513 pF (I\AE r -AL nqr CAvL1 �nUv�K,C /47 Coel 1 1 I 1 � r[ 1 EXCLJS+ONZ Att^ OJAUFICATiONS TOTAL BID I EuEWI' C: A tiwt TAX e' : l E )02,410. INTERIOR SYSTEMS INC. 3CKC056441 3625 WEST BROWARD BLVD - FORT LAUDERDALE, FLORIDA 33312- (954) 581-0713 - FAX 581-07gg Cost Proposal Date: October 31, 2002 From: To: Scott Vidal James A. Cummings, Inc. 3575 Northwest 53rd Street Fort Lauderdale, Florida 33309 Attn.: Alex Smith Regarding: ITC # 32 Joh Name: Administration & Pollee Building Contract #: B& BJob #: 010541 Proposal #: 034 The total price for this revision is: Material / Equipment: Labor: Profit: Total: S 4,400 S 11,946 S 2,451 I Please note the following qualifications: Stucco on the new generator building. Stucco is figured on the outside and the inside of the generator room, where the walls are exposed to weather. i Please call with any comments. METAL FRAMING - DRYWALL - ACOUSTICAL CEILINGS - EXTERIOR ER1OR FINISH SYSTEMS 02 03:08? G.C.. Building Prods_ G. C. BUILDING PRODUCTS GREG COOPER Manufacturers' Rap. 3251 S.W. 134th Terrace Ft. Lauderdale, FL 33330 ,voverni-cr i . 00 l)e4 A. C ulrrrfiin`y, Inv. Attn. Bill Hilton Re: Admit! & Police Fc[iiuilig i r1,icei For the account ot'Industrial Louvers, Inc., we propose Co furnish only the louver requ,t'i:tuut[(a ><rr (in: tilklvc; iviezenct'ci i'rvjec:i liiii+.rw;;: (934) 370-1 (954) 370-521 Model 6S3XPDC = 6" deep, Drainable Blade. extruded aluminum channel frames and Wades. All welded Ct:rr7Sfrtic,txitk. £uiPk`a tnLstaIlation. i o" x 14 tit -,s al ttt? i ct'ct..t2t irt:rt:f :it.:rc=rls_ Class T CT r Anvcl vet/ 61714: (215-R1). I Unit at "'4" 5'4" with fatsc vertical mullion { Init c nt fl" r ? i" Fps Factory Freight Allowed to Jobslte....... S 1,800.00 No Sales Tax included.. Pricing is for louver model and quantities as indicaied. revision wilt require f )riciag. Model 6S3XPDC has been Dade County tc.ed and approved pDCoved per PA-201,PA 202.PA-2o3. NOA #0Z-0215.03. If Florida PE Seals and Calcs art rcquirrJ ADT) - s I.t1) r , Add for 15 Lilly quick Iritr -= 25%. 'cans are Net 30 days toapproved credit. , Any order derived from this quotation s'�c�.kt made out to Tnduxtriei Louvers, Inc. auxi i'brvi trcicJ tr.; be above iixfcct addrrss. 7'rkvs are sctlric t to rrviev. and rtvisian1 IA:youd 6() dals ti•um this dale. .uclixr. f ►r Industrial Louvers, Inc. NOV O ED nnr+� JAMES CUMYth NGS, JOSS:! .. Nov 14 02 08:20a Fisk Electric 305 884 2192 P 10/21102 F•1 K. electric James A. Cununi 3S 3575 NW 53'1 St Ft Lauderdale, florida 33309 Attn: Frank Sedi hack Cc: Robert MapI- is II Project: Key Bis_ayne Civic Center Subject: Fisk Proposal 601061-49 REVISED Other Ref: Pt )LICE BLDG- NEW GENERATOR BLDB/FOUNTALN PUMP ECT. Dear Sir: We hereby prop( se to increase our contract in the amount of S 22.396.58 furnishing and installing all materials and labor as requ for the above ref'.:renced work_ In order to substantiate our proposal, we are enclosing one set of our pricing and recapitulation sh as -well as, our di scription of scope. This proposal is based solely on the usual cost elements such as labor. material, and normal markups and does not included any amount for addit tonal changes in the sequence of work, delays, disruptions. rescheduling_ extended overhead associated with the unforeseen dela3 s or disruptions, overtime, acceleration, and/or inipact costs_ The right is eapresrl'- reserved to make claim for ar and all of the above items prior to final settlement of our subcontract a regiment. This proposal mist be accepted within 1t) days . alter which time it will be subjected to escalation. We are currently requesting a extension/consiceration 6 days in conjunction with this change proposal if accepted --X--- We will t WoMwith tills work if directed and upon receipt 9f your change order in the above amount ------ We are proceeding with this work as directed we need your change order in the above amount. ----- Since th,! work has already been completed we are in need of your change order in the above Prmoun:. Res¢ tfully- u mitttc� Fisk E7ktric Cc alp -arty ` 1 /4/-7. t ault Ji (, 'roiect Manager Cc Jack Maxwell. Sr. Vice President James D Kinser. Construction NI= . 0' 5 \ ,-, Vrivay, =1 d : t -M--1 33? S 305.38--_531. tx 3O5. , .1° , • . C EC',:rr; Ev.H":1` J.!a -Nov 14 02 08:20a Fisk Electric 305 884 2192 P Client address: JAMES A CUMMINS Attn: FRANK SEDMAN; 3575 NW 53RD ST FT LAUDERDALE, FL 33309 USA Work Description til CHANGE NOTICE CCN# Date (current): Job name: Job number: Page number: 49 REVISED 10/21/2002 Key Biscayne Civic Center 601061 1 of 3 A) Locate, cut and a:tend existing feeder conduit to new Gerator Pad location. B) Increase in feeder length due to new pad location. C) Crane cost to relocate generator at location convenient to assemble enclosure. ( Generator was ordered by Cummings to he delivered to the jcb site wihtout enclosure to accomodate the owner, and set at the current location by Cummins superintendent) D) TAW technician to, come on site, to assemble enclosure over generator unit already on site. C) Crane & truck coot to set generator in place. D) Power to _Fountan pumo wl time clock as required, ' New lights at Generator Bldg r) New receptacles a: Generator Bldh G) New breakers in P. rnels as indicated. " This proposal repla.:ed previously submitted CO#601061-49 ( $5,323.24) & CC;,-bC1061-45 ( $2,743.00) We reserve the right ID correct this quote for errors and omissions. This zuote covers dire cat costs only and we reserve the right to claim for impact and consequentiai costs. This price is good for fcceptance within 10 cays from the date of receipt. We request a time ex ensio n of 2 days. We will supply and in: tall all materials, labor and equipment as Der your instructions on CON <ccn>.i;C!v Date. 7:- Recerv'rl Late: Start Date: Due Date: CO Date: 1/2" GRC (GALV) GRC 3,z" (GALV) �, 1/7" GRC (GALL', 1/2" GRC (GALV) ,'2" GRC C OUPLIN` 3;., GRC L-JLRLIVC •,•' . v t!G .may 3 1/2" C. RC CGUPL IN J „G 112" GRC 90 ELBOW 130 410 10 10 2 3 995.35 :,54.03 V S.S.: n 30..5 1 .50 r 00 '-.5-.. x.30 Nov 14 02 08:21a Fisk Electric 305 894 2192 P CCN# Cate: Job name: Job number: Page number: 49 REVISED 10:21:2002 Key Siscayne C'vic or 601061 2 of 3 Item Description ont) 3/4" GRC 90 ELBOW 2 102" GRC 90 ELBOW 3 i(2" GRC 90 ELBO'''t 112" STEEL LOCKNU F - 3/4" STEEL LOCKNU r 112" PLASTIC BUSHING 3/4" PLASTIC BUSHING 2 1/2" STL GND BUSHING 3 1/2" STL GND BUSHING 2 1/2" PVC 3 112" PVC 2 112" PVC FEM ADAPTER 3 1/2" PVC FEM ADAPTER 2 112" PVC COUPLING 3 1/2" PVC COUPLING 2 112" PVC 90 ELBOW 3 112" PVC 90 ELBOW #12THHN #1 THHN #600MCM THHN 4" SQ BOX 1-1/2 D CJMBO 4" SQ 1G PL -RING 3.4 FS 1 GANG BOX #RCH1GFR WP GF( LOVER 20A.120 -277u S/P SW (SG) 20A 125V GFI REC (SG) 1G PLASTIC SWITCI 1 PLATE 36 FAR SIDE BOX :1UPP .:ACKHOE.'OPERATOR LAY -OUT CRANE COST (4HRE; MIN) FLAT BED RENTAL {4HRS MIN) LABOR FIRS (HANDLING) CUT EXISTING CON JUTS INSTALLED HAND DIG TYPE F4E 'TYPE 12 TYPE 13 3? 30A N3R DISC 3P 20A GPI 3REAKE? 1P 20A BREAKER 7 DAY TIME CLOCK ASSEMBLE GENERATOR ENCLOSURE CRANE- RECEIVE E NJ-CLOSURE/MOVE GENERATOR TO ASSEMBLE UNIT Qty Price U Tot. Hr Total General Materials Material Tax Material Total JOURNEYMAN zOREMAN Subtotal Overhead Final Amount (@8.500%) (186.87 Hrs $36:281 (37.37 Hrs © $43.55) (@ 15.000 %) 3 1 1 36 24 1a 12 1 1 20 20 1 1 1 1 1 1 2,068 132 132 2 2 2 2 2 2 2 2 8 1 a 4 405.57 C 2,g77.33 C 6,786~.53 C 13.35 C 20.71 C 12.46 C 22.71 C 775.81 C 1,123.07 C 237.97 C 363.37 C 399.12 C 793.28 C 272.34 C 487.40 C 1,133.00 C 2,744.00 C 99.42 M 1,030.81 M 6,932.24 M 184.57 C 150.33 C 11.84 E 10.99 E 1,251.30 C 1,91 0.00 C 38.00 C 22.80 C 55.00 E 0.00 E 175.00 E 55.00 E 1 0.00 E 1 0.00 E 1 0.00 E 3 285.00 E d 335.00 E 2 310.00 E 195.00 E 1 110.00 E 2 55.00 E 2 90.00 16 150.00 4 175.00 1.50 1.50 2.00 0.00 0.00 6.66 5.18 0.80 1.00 2.80 3.20 0.50 0.81 0.00 0.00 0.80 1.00 15.51 2.64 6.50 0.70 0.40 1.50 0.00 0.62 0.87 25 .00 0.00 2.00 0.00 0.00 8.00 2.00 4.00 5.30 8.00 4.00 3.00 1.00 2.00 6.00 32.00 8.00 186.87 10,392.67 675.52 11,068.19 6. ?9.54 i 627.46 19.475.29 2.92 .29 S22,3� -Nov 14 02 08:21a Fisk Electric 305 884 2182 P CCN# Date: Job name: Job number: Page number: CONTRACTOR CERTIFICATION Name: Date: Signature: Change Order #: tTh A' 49 REVISED 10/21/2002 Key Biscayne Civic Center 601061 3 of 3 I hereby certify that this quotation is complete and actuate based on the trtho nritJon prov►deG. CLIENT ACCEPTANCE GCN#: 49 REVISED Final Price: $22396.58 Name: Date: Signature: Change Order #: i why accept this quotation and authorize tho contractor to complete the above oescrtbeC work. EXHIBIT B OWNER'S CONSTRUCTION BUDGET ITEM DESCRIPTION CONSTRUCTION BUDGET CONSTRUCTION MANAGER'S PRECONSTRUCTION PHASE FEE $113,190.00 SUBTOTAL OWNER'S TOTAL PRECONSTRUCTION PHASE FEE. $113,190.00 FIRE RESCUE DEPARTMENT & ADMINISTRATION AND POLICE FACILITY CONSTRUCTION MANAGER'S CONSTRUCTION PHASE FEE $523,892.00 CONSTRUCTION MANAGER'S OVERHEAD & PROFIT $457,223.00 CONSTRUCTION BUDGET BALANCE $9,825,665.00 SUBTOTAL CONSTRUCTION COSTS $10,806,780.00 ANTICIPATED OWNER SALES TAX SAVINGS ($159,266.00) SUBTOTAL $10,647,514.00 OWNER'S CONTINGENCY $256,924.00 OWNER'S GMP BUDGET -FIRE RESCUE & ADMINISTRATION/POLICE $10,904,438.00 OWNER'S CONSTRUCTION BUDGET -FIRE RESCUE & ADMINISTRATION/POLICE WITH PRECONSTRUCTION FEE $11,017,628.00 VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK ELECTRICAL DUCT BANK AND WATER MAIN CONSTRUCTION MANAGER'S CONSTRUCTION PHASE FEE CONSTRUCTION MANAGER'S OVERHEAD & PROFIT CONSTRUCTION BUDGET BALANCE OWNER'S CONSTRUCTION BUDGET - VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK ELECTRICAL DUCT BANK AND WATER MAIN $119,226.00 $34,521.00 $647,913.00 $801,660.00 VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK PHASES 1, 2, 3 & 5 (INCLUDING STATE SCHOOL "FF" SANITARY SEWER FORCE MAIN) CONSTRUCTION MANAGER'S CONSTRUCTION PHASE FEE $62,630.00 CONSTRUCTION MANAGER'S OVERHEAD & PROFIT $67,483.00 CONSTRUCTION BUDGET BALANCE $1,459,011.00 OWNER'S CONSTRUCTION BUDGET - VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK $1,589,124.00 VILLAGE COMMUNITY CENTER (RECREATION CENTER) CONSTRUCTION MANAGER'S CONSTRUCTION PHASE FEE $564,455.00 CONSTRUCTION MANAGER'S OVERHEAD & PROFIT $422,814.00 CONSTRUCTION BUDGET BALANCE $8,831,401.00 OWNER'S CONSTRUCTION BUDGET - VILLAGE COMMUNITY CENTER (RECREATION CENTER) $9,818,670.00 OWNER'S TOTAL CONSTRUCTION BUDGET (ALL PHASES) $23,227,082.00