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HomeMy WebLinkAboutChange Directive #2 • CONSTRUCTION OWNER ' ❑ • CHANGE ARCHITECT ❑ CONTRACTOR ❑ DIRECTIVE FIELD ❑ AIA DOCUMENT G714 OTHER 0 • • (Instructions on reverse side. This document replaces AIA Document G713, Construction Change Authorization) PROJECT: bak Park Heights City Hal DIRECTIVB NO: Two () (name, address) 14168 Oak Park Blvd. North ' Oak Park Heights, MN 55082 DATE: December 2, 2009 TO CONTRACTOR: Jorgenson Uonstruction ARCHITECT'S PROJECT NO: 0822 (name, address) 9255 East River Road 1'W Coon Rapids, NN 55433 CONTRACT DATE: April 15, 2009 CONTRACT FOR: General Construction • • • • You are hereby directed to make the following change(s) in this Contract: * Proposal Request Number Fifteen "(15) -- (Third Modification).: * Refer to attached Documents (•9 pages) Proposal Request Number :Fifteen ( "15) (Third Modification of .114. 09 and marked -up Contractor's response of 11/17/09; - • • • I I I • PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum cr-GtrffBrtctd3Jiasinrum• F'riee d Lump Sum (increase) (decrease) of ; 13,083.90 0 Unit Price of 8 per D as provided in Subparagraph 7.3.6 of AIA Document A201, 1987 edition. D as follows: 2. The Contract Time is proposed to (beeeljtrsted) (remain unchanged). The proposed adjustment, if any, is (ati increase of days) (a decrease of days). When signed by the Owner and Architect and received by the Contractor, this document Signature by the Contractor indicates the Con - becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the tractor's agreement with the proposed adjust ments in Contract Sum and Contract Time set Contractor shall proceed with the change(s) described above. forth in this Construction Change Directive. Buetow & Associates, Inc. City of Oak Park Heights Jorgenson Construction ARCHITECT OWNpx CONTRACTOR 2345 N. Rice St. #210 14168 Oak Park Heights.Blvd Y 9255 EaS3t River Road. NW Address , Address- ' Address • - St . Paul, MN 5 13 Ai Oak Par, He `- 4 , MN 55082 Coon Rapids, MN 59433 BY. BY I i 1 `O BY ` • DATE Z DA T7/ DATE • AIA DOCUMENT G714 • CONSTRUCTION CHANGE DIRE • 1987 EDITION • AIA• • ©1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK E, N.W., WASHINGTON, D.C. 20006 G714 -1987 • • INSTRUCTION SHEET • FOR AIA DOCUMENT G714, CONSTRUCTION CHANGE DIRECTIVE A. GENERAL INFORMATION s . 1. Purpose ' AIA Document G714 replaces former ALA Document G713, Construction Change AuthQZ zation. This document was developed as a directive for changes in the Work which. if not implemented expeditiously, might delay the Project. In contrast to a Change Order (AIA Document G701), AiA Doctunent 0714 Is to be used where die Owner and Contractor. for whatever reason, have not reached agreement upon the proposed "changes in the Contract Sum or Contract Time. Upon receipt of the completed G714, the Contractor must promptly proceed with the change in the Wbrk described therein. • 2. Related Documents This document was prepared for use under the terms of ALA Document A201, General Conditions of the Contact for Constructions. under the general conditions contained In A1A Documents A107 and A117; and under other AIA general conditions beginuning with the 1987 editions. 3. Use of Current Documents Prior to using any ATA document, the user should consult the AIA, an A1A component chapter or a current ALA Documents Price List to determine the current edition of each document. 4. Limited License for Reproduction AIA Document G714 is a copyrighted work and may not be reproduced or excerpted from in substantial part without the express written permis- sion of the ALA. The G714 document Is Intended to be used as a consumable —that is, the original document purchased by the user Is intended to be consumed in the course of being used. There is no implied permission to reproduce this document, nor does membership in The Amertc m Institute of Architects confer any further rights to reproduce them. A limited license Is hereby granted to retail purchasers to reproduce a maximum of ten copies of a completed or executed 6714, but only for use in connection with a particular Project. B. COMPLETING THE G714 FORM • 410 1. With the concurrence of the Owner, the Architect initiates and prepares the form (including a description of the Work) and attachments. 2. Method of Determining Costs in accordance with Subparagraph 73.3 of AIA Document A201 (1987 edition), insert the method proposed for detemmining the final cost of the Work involved. Lump Sum should be used where there is likely to be mutual agreement by the Owner and Contractor as to the total cost of the . change; all costs assbciarecl with the change are included in the Ltunp Stan. Unit Price should be used where there Is likely to be mutual agreement by the Owner and Contractor as to the cost per unit of measurement for the change, but where the number of units of measurement is not capable of reasonable determination at the time the form is signer. Reference to Subparagraph 7.3.6 of ALA Document A201 (1987 edition) indicates that payment will be made on a time and material basis with reasonable allowances for overhead and profit as defined therein. Refer to Subparagraph 7.3.6 for a definition of the method proposed for determin- ing costs to be included. The space after the designation "as follows" should be used where more than one method of adjustment, or a method other than those designated above, is proposed and where the Contractor is likely to concur with one or more of the specified methods. Pending final determination of the cost to the Owner. amounts not in dispute may be included in Applications for Payment. Such undisputed amounts should be clearly documented by written agreement. • 3. Change in Contract Time Insert the proposed change in Contract Time. if any. associated with the change. C. EXECUTION OF THE DOCUMENT • 1, The document should be executed in not less than triplicate by the Owner and Architect. 2. Once the Architect has completed the form as described above and has executed it In triplicate, all Three copies should be sent to the Owner for authorization, slmce the Architect alone does not have the authority to authorize additional expenditures or time extensions. The Owner's represen- tative who executes this document must be legally empowered to authorize additional funds, and the amount of the proposed change must not exceed the representative's monetary authorization. Once authorized by the Owner or the Owner's representative, one copy should be sent by the Architect to the Contactor. 3. The Contractor must promptly proceed with the change directed. If the proposed method of adjustment is acceptable, the Contractor so advises the Architect and the method selected shall be utilized in the determination of future Applications for Payment. If the propbsed method of adjustment is not acceptable. the Contractor so advises the Architect. In such event. the method of the adjustment will automatically become that designated in Subparagraph 7.3.6. The Architect should prepare a Change Order for execution by the Owner, Architect and Contractor For the Work directed by i • the Construction Change Directive when (a) the Contractor agrees to the proposed adjustment of the Contract Sum and Contract Time upon receipt of the Construction Change Directive or (b) the Contractor and Owner agree to the determination by the Architect of the change in Contract Sum pursuant to Subparagraph 7.3.6 and 'Contract Time pursuant to Subparagraph 7.3,5. If, following the Architects determination, no agreement is reached, the matter is referred to the Architect as a Claim. 3/88 • • • - I Owner El CONTRACT ADMINISTRATION Architect • WORK "CHANGES PROPOSAL REQUEST Consultant Contractor ❑ Field ❑ Other 0 PROJECT: . Oak Park Heights City Hall PROPOSAL tY REQUEST NO: Fifteen (15) Third Modification name address) ess) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: November 4, 2009 OWNER: City of Oak Park Heights (name, address) 14168 Oak ( ) Park Blvd North ARCHITECT: BUETOW & ASSOCIATES Oak Park Heights, MN 55082 2345 RICE STREET, SUITE 210 ST. PAUL, MINNESOTA TO: Jorgenson Construction (Contractor) 9255 East River Road NW ARCHITECT'S PROJ. NO: 0822 Coon Rapids, MN 55433 CONTRACT FOR: General Construction CONTRACT DATED: April 15, 2009 Please submit an itemized proposal for changes in the Contract Sum and Contract Time for ro osed modifications to the P p Contract Documents described herein. Within ten working d.ys (10), the Contractor must submit this proposal or notify the Architect, In writing, of the date on which proposal submission is anticipated. THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH il l THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Modifications to Drawing Sheets E1.2 and E6: 1A. Delete eight (8) Type K light fixtures at canopy at main entrance to City Hall building. 1B. Provide three (3) Type K1 light fixtures: Beta Edge Canopy Light BLD- CAN- T3 -DM. 2A. Delete nineteen (19) Type K light fixtures at exterior perimeter continuous soffit of City Hall building. 2B. Provide nineteen (19) Type K2 light fixtures: Prescolite D6LED 4- VOLT- 6D9ELD 4 5 OK 8 FL35 TRG B24. Attachments: (Here insert listing of documents that support description) (Manufacturer's Literature) ISSUED_ _ : Randy Engel, ' , AS` Are itect s BUETOW & ASSOCIATES, - 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 ' . vl.0pil . . BL CAN73 DM v T� 1ED_C- altopy L 1g h = =Y - - -- = R D + osjoa DS Beta Catalog #: BLD - CAN - - DM - - LED -B - - - r 5 _ 1 ; r i fE i :: • : ` ? 2 11.75' Light Bars Dim. 7' "'.z' 8 0• l I i := _ , (457 mm) 't q ' Notes: , 3 13.75' � I � 4 15.75' !ill I ` 5 1735' 8 19.75' 7 21.75' 3.8" (97 mm) Dia. - f - 8 2335 ( 9 25.75 l _ E - .- .. 2S' (84 mm) - 10 2735' 5.1" ����((((����}}}} 1 11 29.75' (158 f 12 31.15 'A' Product Housing initial Delivered LED Color Factory-Installed Options Family Indicator Optics P y Op 7cs Monntfng Lumens (DD's) Performance Voltage 0 lions 11 choosing more than one option, please type in manually on the fines provided above. BLD CAN CIT3 DM' ® 0344 LED-8 El UL ®SV CH 35K- 3500K Color Temperatures 1 36a 00510 (120 -277V 8 [143K- 4300K Color Temperature° g 068 Universal ® 8K ® 525 -525mA Drive CurrenP•' • 085 s UH ®WH ® 700 -700mA Drive CurrentU ®102 (347 -480V ® PB ® F Fuse ®119 Universal) CI HL -HVLow (175/350/525, dual circuit Input)'•" •'a 151136 ®12 (120V) ® P- Photocell ®153 [1 24 (240V) MIL- Two -Level (175/525 w/ Integrated sensor control) -' ®27 (2771f) ®TL1 -'Nro -Level (350/700 w/ integrated sensor controi) ®187 ®34 (347V) 0 T12 -11vo -Level (0/350 w/ Integrated sensor controip•'a 111204 ® TL3 -Two -Level (0/525 w/ Integrated sensor controgta.lair • 0 TL4- Two -Level (0/700 w/ Integrated sensor controtpau. Footnotes 1 -IESNA type 01 dfstdbufion 8- Available on fixtures with 2-8 fight bars 13 -Not available with 11.3 or TL4 options 2 -IESNA Type 10 distribution with backlight control 9 -Driver operates at 700mA Instead of the standard 350mA 14-Not available with HL, TL or 11.1 options when 347 -480V Is 3- Direct mount providing a higher lumen output and a shorter bte selected ) 4 -Uses four fight bar size with two blanks In outside positions 10 -Not available with TL, 711, 712, 713 or TL4 options when 15-Must specify voltage other than UL or UH 5-Uses five tight bar size with two blanks In outside positions 347 -480V Is selected 18- Avallabfe on fixtures with 2-5 light bars 6 -Color temperature per fixture; minimum 70 CR1 11- Sensor not Included 17 -Not available when 347 -480V is selected 7- Driver operates at 525mA instead o1 the standard 350mA 12 -Refer to molt) -level spec sheet for more information 18- Available an fixtures with 2 -3 fight bars providing a higher lumen output and a shorter Iite LED PERFORMANCE GENERATION B SPECS f) of Initial Delivered initial Delivered Lumens - ra Light Bars Lumens -Type 111 Type 1)t wt Backlight Control :. j jr : 9 j i[, LT t 350mA (Standard), 60001( Color Temperature 3 Fixture Operating at 25° C (77' F) INIEiI♦ 3,500 034 2,320 034 1 . ... , �,ry ll It5. = w6 �_ 1♦ : �° a:; "p 7 � LUXE a r € 051 VIsall E .a} sWaF; t 7 - € �'�) 0 7,000 (068' 4,640 068 r r ' tAlTi l,1 ;L ... �, lM 1 © '�' 5,800 085 i` „ ` a s t - ' p 0,503 KM. C960 102 'k�E.-1pF , r, €, r -: 4 , _ £ ,s ' 0 12,250 1 9� 8,120 119 sF3s.i il� fL v ! E '?€ _ q � --, €13 -- g .: -. 0 1 , ,000 (136 9,280 36' igF r , r - e w . E (: - - R 0 15,750 153 0,440 153 r a . F mum 17,500 r -$x' Il rp - ' ' i - )r..:n r 4 - �� - �1♦ 11,600 170 1rL+r )31 1r3 �!dL� 4E €€ �-' 19,250 8 12,760 187) 'fgit I� ti of .ih P . -.. 1 - L'_--1•,.. ® 2 A00 204 3,920 204) iPE_A c;. .. TM r-„ 525mA 60001( Color Temperature Fixture Operating a125° C (77 F) �r MI♦ 4,690 034 3,109 034 iii - IIIMIll 7,035 OS L °�3k II i'hi - 3 1 )♦ 4,663 051' m g im rotI 7k ilL r =- p 9,380 068) 6,2 8 068 - ,.,::..Ir .° i 'i "i! = w - � =- ® 11,725 085 7,772 085 -ti,- • . , ; y , 0 1,076 102 9,326 102 �..,=� � I � " ICY "�€ "�� �r = � r =_ 780mA, 6000K Color Temperature Fixture Operating at 25' C (77' F) ® 5,600 Q 3 3;712 034) 6i.. ?T& aj w a,. g � r Mal 8,400 05' 5,568(051 r MUNI �-'� Il: �k � t'AX1S '>�'�f� � �� � - �'i - �- ' r4 1 ,200 068 7,424 068 F 9tTt'ggl 1 , I747k I f il € -„ -- = F - -,F © 1 ,000 ( 9,280 085 fflL '.£ . Z Mr :°igk'.tk' Y =� 3 � ld , r �- 7 0 :, 16,800 (102 11,136 102 ..ur ff. ,n., :. '( ii . :: r> - "j e e ._ } • Utilizes magnetic step -down transformer. • BetaLEO • 1200 92nd Street • Sturtevant, WI 53177 • 800- 236 -6800 ' • www.BetaLED.com o S Made In the U.S.A. of U.S. and imported parts. - Qf " - ' Meets BuyAmerican requirements within the ARRA. LED* • • • . - al- BL CANT Dl�! =T HE E L E D 4x LI ji = 11el . ate o 21169 General Description = _ Finish Slim, V _ - ! � `�_�_, Slim, low profile, easy mounting below deck design. Luminaire sides are rugged cast Exclusive Colorfast DeltaGuardo finish features an E-Coat epoxy primer with an ultra- aluminum with integral, weather-tight LED driver compartments and high performance durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet aluminum heatsinks specifically designed for LED lighting application. J -Box sized to tit degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are through existing 4 -inch diameter mount holes and is designed for through wiring and wet also available. The finish is covered by our 10 year limited warranty. location installations. Luminaire mounts directly to canopy with lag bolts (by others). Mating surface is gasketed to prevent water leak through. includes bug /bird guard. Five Labels year limited warranty on fixture. UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529. Fixture also available with CE listing. RoHS compliant. Electrical Modular design accommodates varied lighting output from high power, white, 6000K ( +l- Patents 500K per full fixture), minimum 70 CRI, long life LED sources. 120 -277V 50/60 Hz, Class 1 German Patent 202007013623.4. U.S. and international patents pending. Design LEO drivers are standard. 347 -480V 50/60 Hz driver Is optional. LED drivers have power patents /regs. granted and pending. factor >90 % and THD <20% of full load. Units provided with Integral 9kV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook -up. Field - Installed Ascessodes • d v Bird Spikes �i0 Adaptor Plate Kit 1 i Y - , ❑XA- BRBSPK H070 I EIXA- CLSB16 VAILABLE . • MIR k , , . Art . 80' 60' 40' 20' D' 20' 40' 60' 80' &3 r 120 ,� *F 20° .���,��. Output Multipliers ,, ' � 4a "� ��`��- 12z Color Lumen � � ` 147 A. 2cr inr m ° . . 4 111' 81 Temperature Multiplier .� 6000K (Standard 1.00 • . 90 � ' ' x ` 90° 0 „'�,����,�1�, 0m 35 00K 1 0.80 . s' \' 1311�111��1, 6.1 3500K 0,75 I,! V�,� ' ���1 %=r LED L. Lite LED L, Life LED L. Life • �`����, Siff, ` .. �r. 122 Current (hours) (hours) (hours) Drive 8715' C (59' F) @0' C (32' F) @•20' C (•4° F) • 0° '�� r ,,� 40' 60' 350mA >160,000 > 150,000 > 150,000 ` ' 24.4 183 122 6.1 On 6.1 122 1 63 24.4 350mA 'Standard) > 150,000 > 150,000 > 150,000 30° .�� 5892 525mA 70,000 110,000 >160,000 Independent iestind Laboratories certified test. Report No. Isoloofcandte lot of 6 light her 11181147. Candle 700mA 50,000 70,000 115,000 Candlepower distribution curve of 6light bar p Type ll e lum asro at operating LED luminaire P TyDO Ili AEG. Luminaire In FC at a grade. dal delivered lumens operati luminaire with 10,500 1ni0al delivered lumens operating at at 350mA. Initial FC grade. 350mA. All published luminaire photometric testing performed to IESNA LM -79.68 standards. er5ce 120 , 80' 80' 40' 20' 0' 20' 40' 60' 80' sir 830 120 ` � 1 ' Qa �J 1 &3 122 ' 111111 , ir�ll' �► 2 °11111111111111111 . �ir� .. S: ! 90' - .. 90° i1, o. li •O, 40 24A 183 122 &1 Om &1 122 16.3 24.4 1111 31:�� r> ilk * 660 Independent Testing Laboratories certified test. Report No. Isotootcandle plot of 8 tight bar Type III LED luminaire with a61148. Candlepower distribution curve of 6 llght bar type III backlight control at 20' AF.G. Luminalre with 8,960 initial LED luminaire with backlight control and 6,980 Initial delivered delivered lumens operating at 350mA. Initial EC at grade. lumens operating at 350mA. All published luminaire photometric testing performed to IESNA LM -79.68 standards. rs : "• • „_ J ; BetaLED • 1200 92nd Street • Sturtevant, WI 53177 • 800.236 -6800 • www.BetaLEO.com 11 Made in the U.S.A of U.S. and imported parts. 1 FD Meets BuyAmerlcan requirements within the ARRA. • . 41 w' A* A. A• .o , 0 w 0 m A+ •• A+ U1+ ll1+ (11+ co. u1' GO tn+ m* m CO iJ \► • •• r w A (n m CO t0 1-' r w+ A. A. A. CO. In - tn* m+ m m* m+ m* to+ O. to. co. tn+ ■ to to at to r a m m to - . w A N to m a a 0 A. a* A. A* (n+ u(+ tn. m* m* m* at. at m - 01* ( (h1 4, 01' • O A J b r . J O N N w w N A r AI,. , m \r• to A* A+ A• to. to' (71+ to+ m+ at+ m+ m+ m+ m* at+ ON (n ln' tn 01+ • r m to 0 r A CO w U A CO N to at to m to (n (n A. A+ N1' (n+ (n' Of m+ m+ ad m* m+ are m+ m+ tn+ m* tn. u1' ul' to 0 r ■-• N A 0 m 0 J (4 N m ID -3 N 01 A N A+ N+ (05 (n* (n• on Dl+ la. 01+ 0d m ..1* * N* 01* are A O W + N N N m 1.. �' In A ( . . / . . . 1 / 0 CO01 0 * A. 13 tn• tn+ tr. (11* m+ 01* J+ m+ a,* m* at+ -.h' y. m* t . to+ (n' A O to N N A r 0 k.+ tD A CO J N 0 A .4 A m I A+ A* ln+ N N* In m at* m* m 01 OY m* m+ m m tn (n (n CO J 0 r r A 0 Al 0 01 w N 01 t0 m r 0 A (n A 4 A* A+ (n+ 1l1' (A(' m• m* a1+ a0 m+ m+ 0) m* LI+ tn+ to* i ffy 1 - ' N 0 (0 r A m N A A N N N U \ % (n N a+ A+ A* A+ N+ 1o+ (n+ m* 0' al m+ m* i O w -.1 t0 r A J 0 w t0 (o w N to. A+ A* A* - t le N+ tn* m m m* • + 4+ A. A. A la n. (n th1 W I CO r N m 0 N CO (11 y (0 41 A. A. A* a+ m m N N - m r ' $ r ? Y (.� OO P' m CO w tto N N e. 110 w N r N N s 1 I. o P. r nrmin 1 o m El .0. 00 • n np fi rmwk m t' 0 4 ■ • r r r N N • .o to m A Ot t0 • • N � �� N1 0 N N N O 00o w 6. P , • ni (1t„(n _ s R µd 1 m LC m ? 1 1 O • 1 - .• IumaSa1esAssoiates Co • '°"""� ' °t° t �' A.A Oak Park Heights City Hall !— f fitlaa CDatxols w.+r n. .e�w t n•w.r ay As =.- rS vat tre....n�.ru .. n..n....a.m. 000 3 S373 ha ".rta�..n....t .y <ht.n Oak Park Heights, MN q,u. Min S n g h.y Wes. r.ny+.lat a Lacy __ a0+t nt � M Mtn AAA.. eta AAA n. AAA At runts. w b , ' I , Y ' •r..ne. .. .1 j • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763- 784 -3877 FAX 763 - 784 -1583 JORGENSON www.JorgensonConstruction.com CONSTRUCTION INC. 1A.t PROPOSAL REQUEST N0. 15 -- REvl"SION #3 DATE: NOVEMBER 17, 2009 t S r t t( 1 41 • TO: BUETOW AND ASSOCIATES, INC._�...w__ ATTN: RANDY ENGEL -- PROJECT ARCHITECT 6 .4 (: FAX #: (651) 483 -2574 y tihr RE: OAKPARKHEIGFITS CITY HALL" COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 15 — REVISION #3 TO DELETE (8) TYPE K FIXTURES AT ENTRY, ADD (3) TYPE K1 FIXTURES, DELETE (19) TYPE K AT SOFFITS (FIXTURES ARE ALREADY ON STTE), ADD (19) TYPE K2 FIXTURES. GEPHART ELECTRIC COMPANY $ 15,594 12 60 JCI 5% COMMISSION 78 0 .00 ,4S( TOTAL ADD PR No, 1583 1. 4. t t Q� PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE j 4 3 0 REFERENCED ITEM. ACCEPTANCE OF THIS PROPOSAL WILL REQUIRE AN ADDITIONAL (2) DAYS TO TH CONTRACT TIME. • cvbl +� c>di 141 oV (Art A err to.tw FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(4)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • Gs pH Ait • ELECTRIC November 17, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request #15 — Third modification. dated 11 -4 -09 Gentlemen: The above subject request results in the additional stem of $15,594,00 to our contract. This additional work will require a trine extension of (2) days. Enclosed are the total itemized breakdowns. No additional work will becompleted until the proper authorization is received in our office. Please incorporate this amount into our contract. Should you have any questions please contact me. Sincerely, GEPHART ELECTRIC CTRIC CO., INC. (t.„,* C$ Dull Project Manager CFDIcn 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484.4900 • • EEO /AA Employer • , . ELECTRIC l To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 - 5722 Attn: Steve G. Date: t1 /r) /09 Re: OAK PARK HEIGHTS CITY HALL • I i The following are costs for Proposal Request # t5 'TH. MO tv+ t ' C•Al lcar.i L Materials $ t c r? 0 � 2r! b 2. Equipment Rental S --. 3. Sales Tax 7.125 % "1`: 73N 4. Subtotal Material, sum lines 2 3 $ 1 wa 5. Installation Labor 3 ' ouis @ 73,75 per hour $ 25 f 21 4 ' 6. Subtotal, sum lines 4 & 5 $ I.ri t• 113 �7 7, Overhead 10% S, 8. Subtotal, sum lines 6 & 7 $ t 5 S��-F. tq `t 1 9. Subcontractor (includes 5% OH & P) $ 10. Total Price of Change S 15 59y °`�' '9 ° A time extension of - will be required. This quotation is valid until 4 ..•1k. for written acceptance. Sou us request be acceptable, an authorized signature of the Architect, Owner, Construction Manager, or General Contractor is required to proceed until a written change order is received. If a format change order is not received by , the work described above shall stop. Acceptance Tide Date 3550 LaRore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 III EEOIAA Employer Y • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CITY HALL 11117/09 *1=stiniated by: OFD File: OAK PARK HEIGHTS CITY HALL.bhs • Location: PR #15 THIRD MODIFICATtON (Sheet 26) • Page 1 ' DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U. Tot. Hrs. 0 DELETE TYPE K RECESSED - 8.00 100.75 E - 806.00 0.50 E -4.00 CAN LTGS F _ 0 ADD NEW TYPE K1 BETA 3.00 1370.25 E 4110.75 2.50 E 7.50 wi � EDGE CANOPY l 4r F 0 DELETE TYPE K EXT SOFFIT -19,00 0.00 E 0.00 0.00 E 0.00 t ON SITE ` y{ � 0 ADD NEW TYPE K2 19.00 368.50 E 7001.50 1.50 E 2i■ 0 PRESCOLITE D6LED F 0 RENTAL ALL TERRIAN LIFT 1.00 575.00 E 57 0 0.00E 0.00 Regular Worksheet Page r Page Multiplier = 1 ' �i Material Multiplier 1 Labor Multiplier = 1 II It - g"o6 Phase == 1 Phase Active = 1 Page is s Active. k f W CLAI Raw Material Total $10,881. Raw Labor Hours = 32.00 Hours tee " V ` • • • • • • Confidential Information, Property of BHS, Inc. Printout from BHSestimator (o) - BHS, Inc., Gravots N6115, Missouri, USA • • i BUETOW AND ASSOCIATES INC -- IB AN ARCHITECTURAL SERVICES COMPANY 2345 Rice Street Suite 210 St. Paul, Minnesota 55113 December 28, 2009 Mr. Steve Gansmoe, Project Manager Jorgenson Construction 9255 East River Road NW Coon Rapids, Minnesota 55433 Re: Oak Park Heights City Hall Oak Park Heights, Minnesota BA #0822 Mr. Gansmoe: Attached is a copy of your letter of December 14, 2009 regarding Construction Change Directive Number Two (regarding Proposal Request Number Fifteen (15) ) in which you state that Jorgenson Construction disagrees with the basis of Adjustment to the Contract Sum and to the Contract Time that is stipulated in Construction Change Directive Number Two. Also stated is that Jorgenson Construction is proceeding upon a time and material basis as a method of determining the true Contract Sum and to the Contract Time. • Please be advised that Construction Change Directive Number Two specifically indicates that the true Contract Sum will be determined upon a Lump Sum basis not a time and material basis. Thus, resolution of that Contract Sum and the Contract Time will be sought at an onsite meeting at or prior to the completion of Phase One. If you are so inclined, I suggest that such a meeting can be convened as early as mid January, 2010. Sincerely, Iliii : ASS 0CIATr C. 01 Y Randy L. En:el, RA, &4. Vice Preside t Copy: Mr. Eric Johnson, Oak Park Heights City Administrator • .................. tel 651 483 -6701 fax 651 483 -2574 www.buetowarchitects.com 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 { ' 763- 784 -3877 FAX 763 -784 -1583 JORGENSON www.JorgensonConstruction.com 'CONSTRUCTION INC. DECEMBER 14, 2009 BUETOW AND ASSOCIATES INC. 2345 RICE STREET SUITE 210 ROSEVILLE, MN 55113 RANDY ENGEL — PROJECT ARCHITECT RE: CONSTRUCTION CHANGE DIRECTIVE No. 2 RANDY, THIS LETTER IS IN RESPONSE TO CONSTRUCTION CHANGE DIRECTIVE No. 2. PER AIA DOCUMENT A201 - 2007, ARTICLE 7.3 JORGENSON CONSTRUCTION INC. WILL PROCEED WITH THE PROPOSED WORK AS DESCRIBED IN THE CONSTRUCTION CHANGE DIRECTIVE. HOWEVER, PER ARTICLE 7.3.5 AS I INDICATED TO YOU AT THE CONSTRUCTION MEETING ON WEDNESDAY, DECEMBER 2, 2009 ( JORGENSON CONSTRUCTION INC. DOES NOT AGREE WITH THE PROPOSED LUMP SUM ADJUSTMENT • METHOD IN THE CONTRACT SUM OR CONTRACT TIME INDICATED ON THE CONSTRUCTION CHANGE DIRECTIVE No. 2. ACCORDING TO ARTICLE 7.3.6, "A CONSTRUCTION CHANGE DIRECTIVE SIGNED ONLY BY THE OWNER AND ARCHITECT CONSTITUTES A CHANGE IN THE CONTRACT WHICH THE OWNER RECOGNIZES THAT THE CONTRACTOR MAY BE ENTITLED TO AN ADJUSTMENT TO THE CONTRACT SUM IF SUBSTANTIATED BY THE CONTRACTOR." THEREFORE, WE ARE PROCEEDING WITH THE WORK ACCORDING TO SECTION 012600 CONTRACT MODIFICATION PROCEDURES, 1.6 CONSTRUCTION CHANGE DIREC I WE, ITEM 1.6.B "DOCUMENTATION: MAINTAIN DETAILED RECORDS ON A TIME AND MATERIAL BASIS OF WORK REQUIRED BY CONSTRUCTION CHANGE DIRECTIVE. AFTER COMPLETION OF CHANGE, SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA NECESSARY TO SUBSTANTIATE COST AND TIME ADJUSTMENT." SINCERELY, STEVEN M. GANSMOE PROJECT MANAGER AN EQUAL OPPORTUNITY EMPLOYER Steve Gansmoe 'From: CF Dull [cf.dul @gephartelectric.com] Set Friday, December 11, 2009 11:35 AM To: 'Steve Gansmoe'; 'Glen Schlichte'; jeffswen @q.com :1 • OPHCHCCD # 1&#2 entlemen- Gephart Electric does not agree with the review comments and dollar amounts for the above listed CCD #1 & #2. We ave proceeded with both of these CCD's but with protest. CCD #1 —we will order the amount of Lighting Fixtures per the rchitects counts in lieu of our counts but do not agree nor do we agree to cutting of all the material quanities . Appollo Systems icing was arbitrarily cut with no explanation. We reserve the right for additional days as this is forced work. This is a T &M forced ork and do not agree to any lump sums listed. CCD#2--There will be no credit for material or labor for 19 -Type K already on the bsite. They will not take them back for credit. The labor has already been expended on the jobsite. The 19 -new LED Type K2 will quire the additional labor to receive , distribute, and install —more labor is also due to LED fixtures being harder to install than cessed fluorescents. If there is no scaffold in place at the time these fixtures are received an all terrain lift will be necessary to stall these out of sequence /scheduled late fixtures. Who will be keeping track of our daily time involved in these CCD's? Please ivise. Thanks C.F. F. Dull stimator /Project Manager ephart Electric 550 Labore Road Paul, MN 55110 -1: 651 -482 -5931 NX: 651 - 484 -2248 ELL: 651 - 274 -9034 ,dull @gephartelectric.com ( • 2/16/2009 • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 -784 -1583 JORGENSON www•3orgensonConstruction.com CONSTRUCTION INC. DECEMBER 14, 2009 BUETOW AND ASSOCIATES INC. 2345 RICE STREET SurrE 210 ROSEVILLE, MN 55113 RANDY ENGEL — PROJECT ARCHITECT RE: CONSTRUCTION CHANGE DIRECTIVE No. 2 RANDY, THIS LETTER IS IN RESPONSE TO CONSTRUCTION CHANGE DIRECTIVE No. 2. PER AIA DOCUMENT A201 - 2007, ARTICLE 7.3 JORGENSON CONSTRUCTION INC. WILL PROCEED WITH THE PROPOSED WORK AS DESCRIBED IN THE CONSTRUCTION CHANGE DIRECTIVE. HOWEVER, PER ARTICLE 7.3.5 AS I INDICATED ID YOU AT THE CONSTRUCTION MEETING ON WEDNESDAY, DECEMBER 2, 2009 JORGENSON CONSTRUCTION INC. DOES NOT AGREE WITH THE PROPOSED LUMP SUM ADJUSTMENT • METHOD IN THE CONTRACT SUM OR CONTRACT TIME INDICATED ON THE CONSTRUCTION CHANGE DIRECTIVE No. 2. ACCORDING TO ARTICLE 7.3.6, "A CONSTRUCTION CHANGE DIRECTIVE SIGNED ONLY BY THE OWNER AND ARCHITECT CONSTITUTES A CHANGE IN THE CONTRACT WHICH THE OWNER RECOGNIZES THAT THE CONTRACTOR MAY BE ENTITLED TO A N ADJUSTMENT TO THE CONTRACT SUM IF SUBSTANTIATED BY THE CONTRACTOR." THEREFORE, WE ARE PROCEEDING WITH THE WORK ACCORDING TO SECTION 012600 CONTRACT MODIFICATION PROCEDURES, 1.6 CONSTRUCTION CHANGE DIRECTIVE, ITEM 1.6.B "DOCUMENTATION: MAINTAIN DETAILED RECORDS ON A TIME AND MATERIAL BASIS OF WORK REQUIRED BY CONSTRUCTION CHANGE DIRECTIVE. AFTER COMPLETION OF CHANGE, SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA NECESSARY TO SUBSTANTIATE COST AND TIME ADJUSTMENT." SINCERELY, s / - • STEVEN M. GANSMOE PROJECT MANAGER AN EQUAL OPPORTUNITY EMPLOYER • Page 1 of 1 Steve Gansmoe From: CF Dull jcf.dull ©gephartelectric.com] nt: Friday, December 11, 2009 11:35 AM To: 'Steve Gansmoe'; 'Glen Schlichte'; jeffswen @q.com Subject: OPHCH CCD#1 & #2 Gentlemen - Gephart Electric does not agree with the review comments and dollar amounts for the above listed CCD#1 &#2. We have proceeded with both of these CCD's but with protest. CCD#1—we will order the amount of Lighting Fixtures per the Architects counts in lieu of our counts but do not agree nor do we agree to cutting of all the material quanities . Appollo Systems pricing was arbitrarily cut with no explanation. We reserve the right for additional days as this is forced work. This is a T &M forced work and do not agree to any lump sums listed. CCD#2 —There will be no credit for material or labor for 19 -Type K already on the jobsite. They will not take them back for credit. The labor has already been expended on the jobsite. The 19 -new LED Type K2 will require the additional labor to receive , distribute, and install —more labor is also due to LED fixtures being harder to install than recessed fluorescents. If there is no scaffold in place at the time these fixtures are received an all terrain lift will be necessary to install these out of sequencelscheduled late fixtures. Who will be keeping track of our daily time involved in these CCD's? Please advise. Thanks C.F. C.F. Dull Estimator /Project Manager Gephart Electric 3550 Labore Road St. Paul, MN 55110 PH: 651 -482 -5931 FAX: 651 -484 -2248 CELL: 651 - 274 -9034 cf.dull@gephartelectric.com • 12/11/2009 •