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Change Order#1
C E OWNER 0 ARCHITECT 0 ORDER CONTRACTOR 0 FIELD AIA DOCUMENT G7 01 OTHER O • orHER o PROJECT: Oak Park Heights City Hall CHANGE ORDER NUMBER: One (name, address) 14168 Oak Park Boulevard North Oak Park Heights, MN 55082 DATE: October 29, 2009 TO CONTRACTOR: ARCHITECT'S PROJECT NO: 0822 (name, address) Jorgenson Construction Inc. CONTRACT DATE: ----- 4-f /09 9255 East River Road N.W. �._ Coon Rapids, MN 55433 CONTRACT 9: General Constructions The Contract is changed as follows: \ Proposal Request Number One $16,135.00/ ' v P ) o c‘ roposal Request Number Two $ - 0 Proposal Request Number Three $8,133.0 , \1 t Proposal Request Number Four $2,369.00 `,\ Proposal Request Number Six $- 0 - Proposal Request Number Nine $4,536.00 Proposal Request Number 1 1A $6,237.00 \ , o lli A Proposal Request Number 12A $3,188.00 .., Proposal Request Number 14 ($450.00) Proposal Request Number 17 G.: rre fl "+ $2,137.00 Z Proposal Request Number 19 ($1,750.00) Proposal Request Number 20 ($1,989.00) Proposal Request Number 22 (revised) $3,171.00 � i . ' Proposal Request Number 23 $894.00 Proposal Request Number 25 ($5,356.00) o • TOTAL $37,255.00 $ 37, II 35 Not valid until signed by the Owner, Architect and Contractor. The original (Contract Sum) (EI4' i ) was $ 6,3 58,500.00 . • Net change by previously authorized Change Orders $ -0- The (Contract Sum) (iS tsicts) prior to this Change Order was $ 6,358,500.00 , y The (Contract Sum) ({a em�xL3 igt; will be (increased) (� tiM kutisinfiguq by this Change Order in the amount of $ 37,255.00 • 37 t/ 35 Il - Contract Sum 'dttiii� 9 3 5 �v The new t/I ( )'{� Pi'i including this Change Order will be . , $ G,395,7f .00 The Contract Time will be ( increased )7(deozaseiftanethange by ( ' ) days. fi r The date of Substantial Completion as of the date of this Change Order therefore is End of Phase One Feb. 9, 2010 End of Phase Two Aug. 24 010 NOTE: This summary does not reflect changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized b Construction Change Directive. Buetow & Associate, Inc. Jorgenson Construction Inc. City of Oak Park Heights 1 ARCHITECT CONTRACTOR OWNER 2345 Rice Street #210 9255 East River Road N.W. 14168 0.. • Boulevard North Addre a''' Address Address ‘('' St . k 1 Min .z. o ,. 5 ,,;0 ' Coon Rapids,. MN 55433 " O • ' ar ts, MN 55082 BY 1 6 1 �*�Vr�.�1 "" BY i 0 DATE 0 ' I/ d DATE (C:. _ • � , - 1 DATE / I i lid Off AIA DOCUMENT 0701 • CHANGE ORDER • 1987 EDITION • AIAo • ©1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 G701 -1987 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. - -_ Owner r CONTRACT ADMINISTRATION Arhie Consultant WORK CHANGES PROPOSAL REQUEST Contractor ►�� Field ❑ • Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: One (1) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: August 5, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. • Description: 1. Electrical work in response to Contractor's Request for Information El. Attachments: (Here insert listing of documents that support description) M & E Engineering, Inc. Response To RFI #E1 (dated June 9, 2009). M & E Engineering, Inc. Proposal Request El (dated July 21, 2009). ISSUED BY: Randy Engel, RA, A • • rchitect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 II 1300 Corporate Center Curve, Suite 101 Office: 651 - 405 -0912 M kE ENGINEERING, Inc. Eagan, Minnesota 55121 Fax: 651- 405 -0929 Consulting Engineers E -mail: engineering @MandE - inc.com • PROPOSAL REQUEST NO. El To all Mechanical and Electrical bidders for Oak Park Heights City Hall Oak Park Heights, MN June 9, 2009 Revised July 21, 2009 M & E Commission Number 12908 The proposed contract documents are modified as follows: The additions, omissions, corrections and clarifications contained in this Proposal Request shall be included as part of the Contract Documents upon written approval by the Owner. This Proposal Request may apply to any or all contracts and sub - contracts. Unless otherwise specified herein, all work required by this Proposal Request shall be in complete accord with the Contract documents and subsequent Proposal Request thereto. Upon approval, this Proposal Request shall become part of the Construction Documents. Failure to comply may result in the price being rejected. • This proposal request relocated the electrical service metering to the service transformer pad, adds power to the existing siren, and clarifies the fused switch for P4. ELECTRICAL ITEM #1: Add a 100 amp pole circuit breaker in R4 to serve the siren. Provide 1 1/4" C with 2 #1 from panelboard to a handhole outside. Provide handhole intercepting existing raceway to siren and splice new feeds. ITEM #2: On panelboard MDP for motor P4 change fused switch to 60A/50A/3P. ITEM #3: Provide CT cabinet and meters at electrical service transformer pad. END OF PROPOSAL REQUEST NO. El Attachments: None. 1 ofl S 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763- 784 -3877 FAX 763 - 784 -1583 JORGENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 1 - REVISED DATE: OCTOBER 8, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483-2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED I5 A BREAKDOWN OF REVISED COSTS ASSOCIATED WITH PROPOSAL REQUEST 1 TO PROVIDE ELECTRICAL CHANGES PER M &E ENGINEERING DATED JUNE 9, 2009, REVISED ON JULY 21, 2009 AND REVISED ON OCTOBER 1, 2009. ITEM # 1 AND ITEM #3 ARE PRICED SEPARATELY. ITEM #2 IS NOT INCLUDED IN THIS PROPOSAL REQUEST PER YOUR DIRECTION FROM AN ON SITE MEETING ON 10/05/09. ITEM NO. 1: GEPHART ELECTRIC COMPANY $ 8,396.00 )CI 5% COMMISSION 420.00 TOTAL ADD FOR ITEM No. 1 $ 8,816.00 ITEM No. 3: GEPHART ELECTRIC COMPANY $ 6,296.00 MILLER EXCAVATING, INC. 674.00 )CI 5% COMMISSION 349.00 TOTAL ADD FOR ITEM No. 3 $ 7,319.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. ACCEPTANCE OF THIS PR WILL REQUIRE AN ADDITIONAL (4) DAYS TO THE CONTRACT TIME. FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(7)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • H AIT ELECTRIC October 5, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request #1 dated 8-05-09 1 - 4V15 ED 10'I11 q • Gentlemen: The above subject request results in the additional sum of $ 14,692.00 to our contract, This additional work will require a time extension of (3) days. Enclosed are the total itemized breakdowns. No additional work will be completed 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 CO., INC. S nn Ch Dull Project Manager CED /cn 3550 Lahore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer • + _I l4,1 • ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: to / 5 /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # i o,4 1. Materials $ 1,44 2. Equipment Rental $ "`- za 3. Sales Tax 7.125 % $ tz`'4 4. Subtotal Material, stud lines 1, 2 & 3 $ 1 eta:. 5. Installation Labor — I 3 •• Hours @ $ 78.75 per hour $ 5"1 to 6. Subtotal, sum lines 4 & 5 $ 1(22 • 7. Overhead 10% $ , o 8. Subtotal, sum lines 6 & 7 $ . 9. Subcontractor (includes 5% OH & P) $ CP • 10. Total Price of Change $ A time extension of 3 days will be required. This quotation is valid until 1 WV- for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Dale 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484-4900 EEO /AA Employer • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CITY HALL 10/06/09 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.6hs Location: PR #1 ITEM #1(Sheet 13) Page 1 DB Ik Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. I 6792 7 PCB -100A 2P BOLT -ON BKR. 1.00 145.00 E 145.00 1.02 E 1.02 I 10603 2 PV -1 1/4 S40 CONDUIT 180.00 63.73 C 114.71 12.00 C 21.60 I 10615 2 PV-1 1/4 "S40 COND ELLS 2,00 2.17 E 4.34 0.60 E 1.20 I 10749 2 PV -1 1/4 MALE ADAPT. 2.00 79.95 C 1.60 10.50 C 0.21 I 10761 2 PV -1 1/4 FE- ADAPTER 6.00 94.95 C 5.70 10.50 C 0.63 I 4854 2 1A -1 1/4 LOCKNUTS 4.00 51.75 C 2.07 3.75 C 0.15 I 518 2 BU -1 1/4 PLASTIC BUSHING 2.00 44.04 C 0.88 3.75 C 0.08 I 3872 2 HA -1 1/4 MINE STRAP -ANCH 2.00 98.96 C 1.98 41.25 C 0.83 1 10215 2 PB -1 1 /4 "PRC COND ELLS 1.00 4082.35 C 40.82 0.90 E 0.90 I 5332 2 NI- GR- NIPPLE 1 1/4 X 8 2.00 1043.74 C 20.87 0.30 E 0.60 I 4854 2 LO -1 1/4 LOCKNUTS 8.00 51.75 C 4.14 3.75 C 0.30 I 518 2 BU -1 1/4 PLASTIC BUSHING 4.00 44.04 C 1.76 3.75 C 0.15 I 3872 2 HA -1 1/4 MINE STRAP -ANCH 2.00 98.96 C 1.98 41.25 C 0.83 I 1848 2 EM -1 1/4 EMT - CONDUIT 2.00 130.86 C 2.62 9.30 C 0.19 I 2006 2 EM -1 1/4 SET SCREW CONN 2.00 193.29 C 3.87 24.00 C 0.48 I 518 2 BU-1 1/4 PLASTIC BUSHING 2.00 44.04 C 0.88 3.75 C 0.08 I 10002 40 UNG TRENCH 6" X 36" 180.00 25.24 C 45.43 4.50 C 8.10 I 10022 40 UNG BACKFILL 6 " 36" 180.00 44.18 C 79.52 5.25 C 9.45 F 0 GROUND MOUNT HAND HOLE 1,00 400.00 E 400.00 8.00 E 8.00 I 8194 4 WC- THHN-STRA #6 190.00 536.70 M 101.97 18.00 M 3.42 I 8202 4 WC- THEN-STRA #1 380.00 1681.10 M 638.82 30.00 M 11.40 I 6102 4 SC- SCOTCHFIL 1 1/2 2.00 18.60 E 37.20 0.00 C 0.00 I 6092 4 SC -TAPE 33+66 2.00 6.90 E 13.80 0.00 C 0.00 I 4966 4 LU -INS. H -TAPS 8 -1 /0 3.00 24.69 E 74.07 1.20 E 3.60 Regular Worksheet Page • Page Multiplier = 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = $1,744.04, Raw Labor Hours = 73.20 Hours Confidential Information, Property of BHS, Inc. Printout from BHSesUmator (c}-131-1S, Inc., Gravols Mills, Missouri, USA • • M ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST (LIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: t° 1 5 /09 Re: OAK PARK HEIGHTS CITY HALL 3 The following are costs for Proposal Request # 1. Materials $ M07- 2. Equipment Rental $ " 43 3. Sales Tax 7.125 % $ X134 _ �S 4. Subtotal Material, sum lines 1, 2 & 3 $ So 5. Installation Labor l PI Hours ® $ 78.75 per hour $ t V 1 6. Subtotal, sum lines 4 & 5 $ S"1 3 7. Overhead 10% $ S17- .. 8. Subtotal, sum lines 6 & 7 $ 167—et 9. Subcontractor (includes 5% OH & P) $ ads • 10. Total Price of Change $' ��� A time extension of days will be required. This quotation is valid until wk- for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaBore Road, St. Paul, Minnesota 55110 • {651) 484 -4900 EEO /AA Employer • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CITY HALL 10/05/09 • Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR #1 ITEM #3(Sheet 12) Page 1 DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. F 0 DELETE INTERIOR METERING -1.00 1030.00 E - 1030.00 0.00 E 0.00 0 ADD EXT 1000A 1.00 2600.00 E 2600.00 16.00 E 16.00 CT /CONNECTION CAB F 0 CRANE 1.00 450.00 E 450.00 0.00 E 0.00 0 PRE CAST WIRING 1.00 2000.00 E 2000.00 2.00 E 2.00 TUNNEL /PAD XCEL Regular Worksheet Page Page Multiplier - 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = $4,020.0Q Raw Labor Hours a 18.00 Hours 41110 Confidential Information, Property of BHS, Inc. Printout from BHSestimator (c) - BHS, Inc., Gravols Mills, Missouri, USA • • Oct, 7. 2009 10:20AM No.7562 P. 2 Jorgensen Construction, Inc. Millar Excavating, Inc 9255 East River Road NW 3636 Stagecoach Trail North Coon Rapids, MN 55433 Stillwater, MN 55802 Phone: 851 -439 -1837 Office: 783- 784 -3877 Fax: 651451 -7210 Fax: 763 - 784 - 1583 Web: www.millerexc.com Attn: Steve Gansmoe Project: City Hall Expansion Date: August 10, 2009 Oak Park Hai! hts, MN Rev. October 7, 2009 PR # 1: Day-Meal Vault 11E•4 * 3 No. Unit Qty. Unit Price Amount 1 Excavate & Backfiil Vault Cat 315 Backhoe HR 2 $105.00 $210.00 Bobcat T300 Skidsteer HR 2 $95.00 $142.50 Labor & Compactor HR 2 $75.00 $150.00 3/4" River Rock TON 5 $22.00, $110.00 Labor & Equipment $502.50 Material $110.00 O & P $61.25 Total $673.75 ADDITIONAL NOTES 410 1. Electrical vault added per PR # 1 T ft 3 2. No conduit trench excavation included. 3. Precast vault to be provided by others. 4. 6" river rock base to be placed below vault for drainage. I I • li May, 28. 2009 2:47PM l .n �c y I r .: K /IA-) Igo, 2590 P. 2 enk. '3 t' 02. P A. THREE PHASE PAD - MOUNTED TRANSFORMER cig'3 ^ 0 1575 SECONDARY CONNECTION CABINET POUR -IN -PLACE PAD 15/25 kV for 760 -2500 kVA & 35kV 1500 -2500 kVA 90 Orientation t� ' 15 & 25 kV PAD DIMENSIONS (DIM) REINFORCED STEEL SCHEDULE 750.2500 kVA A B O ID E F T X1 X2 35kV, 104" Bel of Bel of ® Q © O Q CD ® • 1500-2500 See 100" 64" 20" 18" Min 36" 8" SCC depth SCC width 0414 34 4 3-# 84 6 4 4 2 x 3 '0" 14#4 64 #4 'note 1 - - Reber Notes: 1) Reber schedule #8 is per Customer ‘11 chosen SCC footprint width 2) Reber schedule #1, 2, & 9 001, (SCC side) Is per customer ,, ." I Pad Notes, P Fe Lj- chosen SCC footprint depth. y 1) DIM Ais maximum (1 );,, II ' r `1 x ` +� r a y la 7 ! transformer width placed '' ►.1 �� Gi , I I on 64 a , . window per += a ,_ 1 " 3 transformer barrier wall. ° . 14 1g 'et iNI 2) DIM E is so window at 1 . = �- .�� 18" minimum for the secondary G ',, �, �K cable leads. Dim X1 Is for ° ..'' •� ,a balance of overall customer , - ,, / S chosen SCC footprint depth. . fir X2 i ov SC a point n r da P footpri DIM s windo erall width C , _ including minimum 18" 'F,o wide for secondary cable leads. -0- , X3 is customer required quantity of ducts. - - 'e+ * 4 '�` 4) Match paints for cable tray In ,,�r� • transformer window aligns with the 4 - tea; 9 ( wall into the Primary cavity & etch point flush wth Secondary cavity •. '' �'� at The Transformer barrier wail.. 5) Tap surface of cable tray will be ' � 0 installed at a depth consistent with Pour -In -Place transformer pad final o 41 rade Including soil compaction Kr requirement at 5 °lo Standard Proctor. �� / o -- 1.- Reber to be 3" from all concrete edges , • in r - - r -- -r -7 -T -r r-► i � r � t �. - u.usu .a• m r. t -r-z -r ^r-r grit! 4 4, 4 lit,, I f r r r Mil h t t t r r r r r •,F .,-- --L(D J - -L -J i TrnT TT omq I 1 1 I t t t�1 11111th I (( () -0 I ", r -t- -I - - - -i_- r- immrrrrrn 1 1 i L — , ___ _ _ u nn H I H lit t 1 1 L r 1.ult� T -t rQ� �-- r -�tttr i +�r -r + s �,���r.�.r_1 —i_ 1 111 1 11 ,r I - r f U rrr rrr ! } e j � - 1 - - 1 r - TM 6 �uG rrrrr r� ' u t�{ rl "t -.4 -1 r I it iriifr y© r r t r-r 11P 1 !r 411 • 1 111L1 , [615.111L11-11:12"H rl - 7 -T-r-rn � , i 1rtrt�tt� i - � I r r • • • r� - �;.__ I - ?:; ----- = saxctat .= re f( 4 t,,,, ai 44 Owner 11 CONTRACT ADMINISTRATION Architect Consultant WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Two (2) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: June 29, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. • Description: 1. Revisions required by State of MN Department of Labor and Industry Plumbing Submittal review. Attachments: (Here insert listing of documents that support description.) M 12908 djm 04 -29 -2009, M2.2 -X1, M5.3 -X1, M9.1 -X6, M9.1 -X7, A2.5 -01 & A2.4 -02 I D BY: Randy Engel, RA, AS Architec BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 it 1300 Corporate Center Curve, Suite 101 Office: 651- 405 -0912 1V� 8 ENGINEERING, Inc Eagan, Minnesota 55121 Fax: 651- 405 -0929 Consulting Engineers E -mail: engineering @MandE- inc.com • REVISIONS /CLARIFICATIONS To the Mechanical Contractor for Oak Park Heights City Hall Oak Park Heights, MN June 18, 2009 M & E Commission Number 12908 The proposed contract documents are modified as follows: The additions, omissions, corrections and clarifications contained in this Revision and Clarifications shall be included as part of the Contract Documents as provided for under the General Conditions for the Contract. This Revision and Clarifications is a Contract Document and may apply to any or all contracts and sub - contracts. Unless otherwise specified herein, all work required by this shall be in complete accord with the Contract documents and subsequent thereto. This Revision and Clarifications shall become part of the project. • Mechanical Clarifications and, or additions, to Drawing M2.2 Main Floor Plan — Plumbing ITEM #1: Provide (2) 6" roof drains and horizontal, insulated, rainwater piping as shown on 8 1/2 x 11, M2.2 — X1. Cost to be absorbed by Spec. Section 15010, 2.10, Extra Equipment. Use Item No. 17 which is 40 ft. of insulated 8" storm piping above grade. END OF REVISIONS /CLARIFICATIONS • 1 ofl 1300 Corporate Center Curve, Suite 101 Office: 651 - 405 -0912 M E ENGINEERING, Inc. Eagan Minnesota 55121 Fax: 651- 405 -0929 s Consulting Engineers E -mail: engineering @MandE - inc.com 40 Memo To: Colleen A. Erickson Public Health Engineer — Plumbing and Engineering Unit Minnesota Department of Labor and Industry 443 Lafayette Road North St. Paul, MN 55155 Fax 651- 284 -5748 From: Dan Moulton CC: File Date: April 29, 2009 Comm #: 12908 Re: Oak Park Heights City Hall — Plan No. 096513 • Comments: • RESPONSE TO REVIEW OF PLANS DATED APRIL 27, 2009 la. Architectural roof plan for Public Works revised to 2 roof drains to match mechanical drawings. See attached Architectural plan. lb. Revised M2.1 & M2.2 to show roof drain installation for City Hall. See 8 1/2 x 11, M2.2 X1 & attached Architectural plan. Overflow is scuppered. 2. Revised risers for rooms 002 & 021. See 8 1/2 x 11, M9.1 —X6 & M9.1 X7. 3. Revised M5.3 to show drainage line to sink F -14. See 8 1/2 x 11, M5.3 —X1. End of Memo • 1 of 1 I 1 144 _1 '�43 �/ FINAf 1 I I I I DIREC I I CONF 14: - 1 — — 4'� ' �i I � - 11._ I _ // 4r / 142A / 1 I 1 II! ST Ili 1 III \ I O n' it i ,is II ./ • il :: :: i t 0I < 1 P I 0 \ 10® 1 I • � � : : :1 \\ 1 0 1 COUNCIL 1 I_ n -1 I�:: i t .............. i 0 CHAMBER 1 oi......... ... 0 145 1 I •• 4'::::::::::::::: 4 1 �i :•1111......■.... 1, r .............. S TORAGE _ 1 � : : : : : : : : : : : : :: 00 I :•.••..•••.... D $0.J 147 I 4;:44 ■ �, °1111 : : ....... : )0 , 1 II \I 1 - i_. �1 : : :. ■.:.11.11 • • I � 0" t u 1 % ..........11 / 11... : : :u : :o: 0 CONTROL I II _ _ - � 1 , o •i :: : : :: : :: ::...E 0 00 ROOM III ' —! / 44011,A71:1:::::11111:111:11 u.:::.:u..ori ® 'iiou.uuuo.00r 10 / / .000u.o..ov / ouu....uu.v 146 6. �.... : :; : :•••. ;::: 0 00 UP TO :: . A .., li 0 RAMP UP 6.. RD I . .. .. .:. .. : .. : . • • •• 1111.: : ::.:...........r I 1 6" RWL TO GRADE 1 I 1 PROVIDE DOWNSPOUT 1 NOZZLE & SPLASH BLOCK FIRE DEP . CONN. PROJECT TITLE: M 8&E ENGINEERING, Inc. OAK PARK HEIGHTS CITY HALL Consulting Engineers DRAWING TITLE: MAIN FLOOR PLAN - PLUMBING 1300 Corporate Center Curve #101 Office: 651- 405 -0912 FILE: 12908 DRAWING SHEET: Eagan, Minnesota 55121 Fax: 651 - 405 -0929 DATE: 04/29/2009 /(' �_ © 2009 M & MVl E ENGINEERING, INC. REV: 6 MDLI Comments ,_ e 2" TO GENERATOR SEE M1.1 1 GAS METER GAS SHUTOFF 2666 CFH +2,600 CFH 4" UP AT 4' -0" AFF = 5266 CFH TO RD 2 2 LB. DISTRIBUTION ® 1060 SQ. FT. 3 ► % / /.iummiir A 4 %/1%M∎ %/ / ///// %1////' ° i A Ara A 2" V UP' �Z RESTRO a _I J - - � - - 3" VTR ' � .J s' �, 0 1r= 1 /2„ _ r �►�.Q FCO j PUBLIC WORKS 4 ,• ° 7 � I AN �UH -4 1 / SHOP l ( 1 11 _ HB U 4 AT r ,11 TANK 1 S 1 I I e . ° ° i 1 /8,. SLOPE 1 F -2 / 1 _I� o / 2 ,. 3" FFD r ,�treaVFAri i:rfSh i a WATER _ Iii � ., 1 SOFTNER �Y iii • Q FCO 1 ® I 3 „ �iwww� F-15 .' AT B 4” DID W�CO „ I IIIIIIP4 A E - .w '00 k Aik I r r 3'FI i 1 a ° ' 1/8 LOPE `.'9. � t � 1 27 " 10 . _ ,iii —ST- 16 HBI �- �� -0 I _ - 1 I IL 4, oA I C- ) _ IF iw. H — — O a FCO 1 �' i H - -1-M-- 7 -- - 1 1 1 2" , A ,J o■ I I 4 3" VENT D J G 3" Olt I — ' 1 i -- - - -- � - • UH -3 I I — 1- I 1 i 0 28 FCO i 1 VT' lir • 1/2"1 - 1 1/4" A.,..__ 1 T -1 1 A FLAMMABLE WASTE TRAP O I �� q A 1 . < I 1114" I - -- -1--- 1 T _, 1,2» IR -04 3/4" I' 1 a a _ 1/2"A EXIST. GAS 7 � 112' . ri. C] 1 PROJECT TITLE: M 8cE ENGINEERING, Inc, OAK PARK HEIGHTS CITY HALL DRAWING TITLE: Consulting Engineers PUBLIC WORKS PLAN - PLUMBING 0 Corporate Center Curve #101 Office: 651- 405 -0912 FILE: DRAWING SHEET: LE: 12908 D EE T: Eagan, Minnesota 55121 Fax: 651 - 405 - 0929 DATE: 04/29/2009 9 2009 © 2009 M & E ENGINEERING, INC. REV: 6 MDLI Comments M5 .3-X1 • 1 1/2'-4 � I F -9 I Qa 2 WATER RISER WASTE AND VENT 1 ROOM 021 C ROOM 021 SCALE: NO SCALE 9 SCALE: NO SCALE M9 M9.1 I Q • PROJECT TITLE: M 8(E ENGINEERING, Inc. OAK PARK HEIGHTS CITY HALL Consulting Engineers DRAWING TITLE: RISERS Corporate Center Curve #101 Office: 651 -405 -0912 FILE: 1 2908 DRAWING SHEET: Eagan, 092 Minnesota 55121 Fax: 651 -405— 9 DATE: 04/29/2009 M9.1-X6 2009 M & E ENGINEERING, INC. REV: 6 MDLI Comments 1 1/2" r 3/4" u I 1/2" 3/4" 1-1 1 /Y�> ..1s1,_.1 ,-1 1/2" N=.9. 1 Ezi 1 2 f•∎ , ■ �f WATER RISER WASTE AND VENT 11 ROOM 002 & 021 12 RISER ROOM 002 & 021 M9 1 SCALE NO SCALE SCALE: NO SCALE M9.1 I i PROJECT TITLE: M &E ENGINEERING, Inc. OAK PARK HEIGHTS CITY HALL DRAWING TITLE: Consulting Engineers RISERS f3E0 Corporate Center Curve #101 Office: 651- 405 -0912 FILE: 12908 DRAWING SHEET: Eagan, Minnesota 55121 Fax: 651- 405 -0929 DATE: 04/29/2009 A 1 © 2009 M & E ENGINEERING, INC. REV: 6 MDLI Comments • 1 -7 ,..) \----- / \ 1.1 I 1 10 - - — ___„__ , , i„„„ii ,,„ ._ , ... i r '1, /-\ A _ / / (ID.? , , / ,,,, _., 0 G I I m o w „" lu „ A vlflp m 0 MI I I o 1 I C 0 C z 1 I f ROS ,d111m,. _ o c SLOPED STRWCTURE 1 4/12 y ....I < 1/4" PER FT. O z z cn o 1 I m 0 0 D ndlllll,. w z m 7 �� - 1 -- -- -- -- -- -- -- - - -- - M . 11111 , MINI ,,, I l'■ h 11111 , ss t 1 11111. # IFF I 4, um IN' g ili N i 1 _� I I I I -- I -- -- -- -- -- - -- -- 1 — 407= 1 G 1/2.3 ROOF PLAN CD to P Oak Park Heights Cit Hall BUET ASSOCI oTES CES N W c O ak Park Heights, MM 2345 RICE STREET, SUITE 210 to MN Dept of Labor & Industry Submittal sr. PAUL, MINNESOTA (651) 483 -6701 EDGE ` 4 114 NEW OPENING FOR 6.5 ` 6.5 MECHANICAL VENT PROVIDE NEW CURB - SEE MECHANICAL Ai NEW PREFINISHED ROOF EDGE +5 +11 NEW PREFINISHED OVERFLOW SCUPPER +5 RD 1 ` 6.5 ill `6.4 NEW 5" MINIMUM RIGID INSULATION, PROTECTION BOARD AND BUR SYSTEM SLOPED RIGID • INSULATION AT 1/4" PER FT. TYPICAL +5 RD SLOPE 1/4" PER FT. TYPICAL NEW PREFINISHED ---�� OVERFLOW SCUPPER +5 +11 NEW PREFINISHED ROOF EDGE NEW EXIS 2 ` 6.5 PUBLIC WORKS GARAGE ROOF PLAN 1/8" = 1' -0" • A2.5 N Oak Park Heights City Hall BUETOW & ASSOCIATES Oak Park Hei hts MM `° AN ARCHITECTURAL SERVICES COMPANY 01 S 9 2345 RICE STREET, SUITE 210 ST. PAUL, MINNESOTA (651) 483 -6701 MN Dept of Labor & Industry submittal • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 -784 -3877 FAX 763 - 784 -1583 JORGENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO, 2 - REVISED DATE: OCTOBER 8, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483-2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 2 TO REVISE THE ROOF DRAIN INSTALLATION AT CITY HALL AND THE PUBLIC WORKS. PER YOUR REQUEST, ANY ADDITIONAL COSTS ARE ABSORBED BY SPEC SECTION 15010, 2.10, EXTRA EQUIPMENT, ITEM No. 17 AND No. 22 TO MAKE IT A No CHANGE IN COST. LAKE AREA ROOFING $ - 0 — MECHANICAL SOLUTIONS, INC. - 0 - JCI 5% COMMISSION - 0 - TOTAL FOR PR No. 2 $ - O - PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(3)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER 4111 Page 1 of 2 Steve Gansmoe - r ,m: GeneHollister @LakeAreaRoofing.com 0 . ,.it: Tuesday, July 07, 2009 7:00 AM To: Steve Gansmoe Subject: Re: Oak Park Heights City Hall - Request for Proposal No. 2 Steve, Per RFP No. 2 we have no cost change for the revised work. We are deleting (1) scupper and (1) roof drain but will need to increase our crickets bigger for the (2) drains, it works out to be a wash. If you have any questions please feel free to give me a call. Thanks, Gene Original Message From: Steve Gansmoe To: Adam Silbernick ; Gene Hollister Cc: Glen Schlichte Sent: Tuesday, June 30, 2009 10:22 AM Subject: FW: Oak Park Heights City Hall - Request for Proposal No, 2 This should be noted as Request for Proposal No. 2, not RFP #1. Also, on Drawing A2.3 - 02, the location of the roof drain should be located at the low point of the tapered insulation (basically moved 6" +/- from where it is shown). Steven M. Gansmoe Project Manager Jorgenson Construction Inc. '55 East River Road N.W. .m Rapids, MN 55433 -5722 Ph: 763 - 784 -3877 Fax: 763- 784-1583 Cell: 612 - 363 -3569 steve@jorgensonconstruction.com This e-mail is confidential. It may also be legally privileged. If you are not the addressee you may not copy, forward, disclose or use any part of it. If you have received this message in error, please delete it and all copies from your system and notify the sender immediately by return e-mail. From: Steve Gansmoe [ mailto: steve @jorgensonconstruction.com] Sent: Tuesday, June 30, 2009 10:11 AM To: Adam Silbernick; Gene Hollister Cc: Glen Schlichte Subject: Oak Park Heights City Hall - Request for Proposal No. 1 Attached is a copy of Request for Proposal No. 1. Please review and provide any cost changes to me by Thursday, July 2, 2009. Steven M. Gansmoe eject Manager Jorgenson Construction Inc. 017 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 Ph: 763- 784 -3877 /7/7009 • 4 Mechanical Solutions, Inc. swag 800 Grotto Street North St. Paul, MN 55104 i • Ph: (651) 646 -3837 Fax: (651) 646 -3812 e mail: adam @msi- tas.com WBE Owned Date: 10/8/09 (Revised) Project: Pro 1 Proposal Request No. 2 Oak Park Heights New City Hall Plumbing: (No Change) Mechanical Solutions, Inc. will provide the necessary labor and materials to complete the following plumbing systems: We have included the following items in our proposal per plans and specifications. • Installation of (1) 6" roof drain and piping to spill on grade. Description Pricing Extra Equipment Credit Item No. 17.40 ft. of 8" PVC storm piping above grade - insulated ($3,055.00) Credit Item No. 22. 100 ft. of 3" black steel pipe, insulated with 1 -1/2" pipe insulation ($951.00) Credit 1. 6" Cast Iron No -Hub Pipe (50' -0" Total) $615.00 2. 6" 90 degree Elbow (Qty. of 3) $105.00 • 3. 6" Clevis Hangers (Qty. of 5) $19.00 4. 1/2" Beam Clamps (Qty. of 5) $7.00 5. 1/2" Threaded Rod $13.00 6. 6" Roof Drain (Qty. of 1) $142.00 7. 6" Downspout Nozzle (Qty. of 1) $215.00 8. Splash Block (Qty. of 1) $15.00 9. Pipe Insulation by Subcontractor $750.00 10. Labor (24 Hrs. @ $72.00 per Hr.) $1,728.00 11. Subcontractor Markup (5 %) $37.00 12. Labor and Material Markup (10 %) $360.00 Total of Items 1. Thru 12. $4,006.00 Balance of items 1 thru 12 less Item No. 17 & 22. No Change Proposed By: Adam Silbernick Project Manager Mechanical Solutions, Inc 800 Grotto Street North St Paul, MN 55104 (651) 646 -3837 1 Owner El Architect CONTRACT ADMINISTRATION Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ • Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Three (3) (Reissued) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 6, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. • Description: 1. Extend concrete paving within ramp to Lower Level Garage and provide trench drain. Attachments: (Here insert listing of documents that support description) Larson Engineering, Inc. Proposal Request No. 3 (July 6, 2009) ISSUED BY: Randy Engel, RA, AS Architect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 51 Larson OAK PARK HEIGHTS CITY HALL • PROPOSAL REQUEST NO.3: 7 -06 -2009 CIVIL PROJECT MANUAL A. None DRAWINGS A. Sheet C2: Install concrete paving between garage entrance apron and trench drain per attachment C2A. B. Sheet C3: Revise grading at lower garage entrance per Attachment C3A. C. Sheet C5: Install trench drain and piping per Attachment C5A. D. Sheet C7: Insert detail 11/C7 — Trench Drain Detail per Attachment C7A. END OF CIVIL 1 of 1 PROPOSAL REQUEST NO.3 l _ 0 � /� 2 0/ ., • / gen EMI -- 4 c r WY - • - - - - . • a I I Pri I I I F 1 A t ;,z ,% 'L-14A. } A. k PROPOSED BUILDING �� � ' - - ' AIN FLOOR= 956.00 (ARCH 'IC 3 SEE STRUCTURAL — LOW FLOOR = 942.00 • 4 M 1 WY M .N ill 1 7.1 1 0 15 30 60 5 L ars Sheet Title: Paving Plan Project #: 12086108.000 Engineering, Inc Project Title: Attachment: 3524 Labors Road Oak Park Heights City Hall C2A White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 WWW.larsonengr.com Revision: ,3 Proposal Request No. 3 I Issue Date: 07.06.09 Ref. Sheet C2 M:1ProJects1Projects - 2008112086108 - Oak Park Heights City HAG. Design\Drawing Files186108 C2.dwg ©2009 Larson Engineering, Inc. All rights reserved. �� 943.10 T J f ' - i ` - — — �_— 94260 GL' • y / 4$ i L � o��r / /i 1 � ' � /4` l r 94:50 Gk \ Ir. ��� �� Y • , . 2 .00 C _r.., m ss, • - w * ~ litilig • F 949:001* 9 4 +0 B UILDING- / — — lr — IF 42.80 BW'' � ::; -- - - MA.I _ -- ; t��.�► ��� J56.00 �?CH 100 ' S \ , ` 4.1 949.65-6- _ . - LOW FLOOR 942.0{1- 945 7,710 ';VV �( 955.23 TC X49.00 fiW° — 6 - 6476 - 0 9 &7, • 9. $ . c _._... w /941.70 BW 954.90 GL 955.23 GL a~6 ` 955.75E 95 \ j 955.2(TC 5.2 955.25 GL --- �-r 0 . . ►_ = 954.71 GL ( .mr _II ! j\ 956.00 1 I 0 15 30 60 Sheet Title: • 5 Larson rs o I'1 Grading Plan Project #:12086108.000 Engineering, Inc, Project Attachment: 3524 Labore Road Oak Park Heights City Hall C3A White Bear Lake, MN 55110 651.481.9120 (0 651.481.9201 Revision: www.larsonengr.com Q Proposal Request No. 3 I Issue Date: 07.06.09 Ref. Sheet C3 M:\Projects\Projects - 2008112086108 - Oak Park Heights City Hall1C. Design\Drawing Fites186108 C3.dwg 02009 Larson Engineering, Inc. All rights reserved. . , , , . , 411 ~'f J 2 2 / • x x SPLASH • / X SCOURS. • DOWNSF • " x x FES -1 �, 1 • LF, 8 P •■ % — INV:940.4 '' TRENCH DRAIN " 111111 N, INV= 940.10 TV S. INV = 940.70 PR BUILDING - --- �� MAIN FL'J OR= 956.00 (ARCH 100') 411 ..;: CB -11 943.75 4 � y LOW FLOOR = 942.00 RIM:943.50 25 LF, 8 PVC @ 1.5% INV:940.70 I W/ MITERED DRAINT"' GRATES . it INV:953..90 E; INV:953.50 W C( ma COORD. W, W/ MECH IN' —+ D.S. INV:939.(� D.S. of DT De l.` D.S. 7.77 I 0 15 30 60 5 L arson Sheet Title: Utility Plan Project #: 12086108.000 Project Title: Attachment: Engineering, Inc. 3524 Labore Road Oak Park Heights City Hall C5A White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 Revision: wwwiarsonengr.com p Proposal Request No. 3 I Issue Date: 07.06.09 Ref. Sheet: C5 M:\Projects\Projects - 2008\12086108 - Oak Park Heights City Harg 8C. Design\Drawing Files\6108 C5.dwg ©2009 Larson Engineering, Inc. All rights reserved. TRENCH SCHEDULE NEENAH MODEL COVER STYLE PERMAGRIP END PIECES LENGTH R- 4990 -BX TYPE A NO YES 19 FT 0 MAX. 3 /6" GAP 10" CONSTRUCTION / JOINT / '•� .. e- a .' a .. '�'- • )a• • •o• • o• ' ; • • a •o• • :A;11.� ,,.� . - . - ' ,• ■ . 11 •0��#1;f ` • �II Q. j ar � Oa • • 0� • • 0��• • o� * • BASE AGGREGATE v,Y NEW 6 CLASS 5 ■ 4 I ? `- , ` 1 ` $O 1 -,. � TRENCH DRAIN DETAIL NOT TO SCALE Sheet Title: Details Project #:12086108.000 5 Engineering, Inc. Project Title: Attachment 3524 Labore Road Oak Park Heights City Hall C7A White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 Revision: www.larsonengr.com Proposal Request No. 3 l Issue Date: 07.06.09 Ref. Sheet: C7 M:1Projects1Projects - 2008 \12086108 - Oak Park Heights City HaU \C• Design\Drawing Fies186108 C6- C7.dwg ©2099 Larson Engineering, Inc. All rights reserved. p:. .... 5 4 y s , 'Li3s.at — • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 -784 -3877 FAX 763 - 784 -1583 JO RGENSON www•3orgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO, 3 - REVISED DATE: OCTOBER 23, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 3 — REVISED TO EXTEND THE CONCRETE PAVING WITHIN THE RAMP TO THE LOWER LEVEL GARAGE AND TO PROVIDE A TRENCH DRAIN. THE PROPSAL DOES NOT INCLUDE ANY WINTER CONDITIONS /FROST PROTECTION. • MILLER EXCAVATING $ 1,724.00 STEENBERG - WATRUD 6,472.00 TOWER ASPHALT, INC. ( 450.00) JCI 5% COMMISSION 387.00 TOTAL ADD FOR PR No. 3R $ 8,133.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. ACCEPTANCE OF THIS PROPOSAL WILL REQUIRE AN ADDIONAL (2) DAYS TO THE CONTRACT TIME. 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 • • , Oct,.15. 2009 2:56PM No.7706 P. 2 all Jorgensen Construction, Inc. Miller Excavating, Inc 9255 East River Road NW 3636 Stagecoach Trail North Coon Rapids, MN 55433 Stillwater, MN 55802 Phone: 651439 -1637 Office: 763 - 784 -3877 Fax: 651 - 351 -7210 Fax: 763 -784 -1583 Web: www.millerexc.com Attn: Steve Gansmoe Project: City Hall Expansion Date: August 10, 2009 Oak Park Heights, MN Rev. September 21, 2009 Rev. II October 15, 2009 PR 0 3: Garage Ramo & Drain No. Item Unit Qty. Unit Price Amount 1 Regrade Per C3A FIR 7 2 8" PVC, SCH 40 LF 10 Labor & Equipment $1,287.50 Material $300.00 O & P $166.75 Total $1,724.25 ADDITIONAL NOTES "' 1. No concrete work included. 2. No casting included. • 3. Final tolerance of aggregate base by concrete contractor. • 10/23/2009 12:03 6514578535 STEENBERG WATRUD CON PAGE 01 • • • • • • . STEENB ERC WA►T ROD? • ,:4 ONS.TRUCTION, LLC CONCRETE & MASONRY CONTRACTORS • • PR•# 3R • DATE: 10/14/2009 • • ATTENTION: Steve Gansmoe COMPANY: Jorgenson Construction : PROJECT: Cak.P rk Heights City:14all FROM: Dan Cacka COMPANY: Steenberg Watrud Construction NumBER DESCRlPTtt7N At3t?IDEDUCF • 1 Add Concrete Paving and Trench Drain to ramp Units Unit Price • Concrete ID $ 120.00 $ 1,200 00 • • Small Load Charge 1 $ 80,00. $ 80.00 • • Concrete Wastraut 2 $ • 4100. $ MOO . 11.Edqe Forms - LF • 32 $ 5.00 S 160.00 Stake Seal and Equipment 340 $ 0.30 5 102,00' Expansion Joint • 80 $ ' 0.50 $ • 30.00 • .. 34'•$ 100' '$' 102:00.. I terch Drairr Meters . 16 $ moo- - $ 1,280.00 Trench Drain Delivery • 1 $ 200,00 $ 200.00 ,$ � MN Material Subtotal 5 3,240.00 •� Overhead and Profit TO% 1111 $ . 324_00 • C $ 3k5SK . M1 Labor $ 40 $ 66.10 $ 2,844 00 Overhead and Profit 10% $ ' 264,40 _i $ Labor Cost $ 2,90$.40 EKE Tata' add t. mod.. ! and Reach draln L ,. .,1 . rliill1111111111111111 • �rrta`a a. is Get c1 * i t.!1 u_ ■ �=- u�u�f:Y C!'i �i.. Li_i�in Eic. n iti7— - imminum ry A 9L • ' 1 /I, �� �— �� ' 11111111M— • 111111111111111.1111 • 10967 CLARK ROAD • INVER GROVE HEIGHTS, MN 55677 • PHONE (651) 457 -2291 • FFAX (651) 457.8535 • III 10/22/2009 10:01 6514366515 TOWER ASPHALT PAGE 02/02 • Tower Asphalt Inc. 10/22/2009 9:34 AM PO BOX 15001 Tower Asphalt Inc. LAKELAND, MN 55043 Fax To: Jorgenson Construction Inc. From Dick Anderberg Fax: 651 - 436 - 6515 Pages: 1 Phone: 651 - 436 -B444 Date: 10/22/2009 Re: City of Oak Park Heights City Hall CC: • Steve Gansmoe ❑Urgent ❑ For Review ❑ Please Comment 0 Please Reply 0 Please Recycle Proposal Request #3 Oak Park Heights City Hall at OAK Park Heights, MN Approximately 45 S.Y. • Mobilization Place Bituminous' MNDOT LV 3 Non Wear 2" PG 58 -28 Place Tack Coat as needed Place Bituminous MNDOT LV 4 Wear 2" PG 58 -28 Lump Sum: $450.00 DEDUCT Bituminous Only NOTE: THIS QUOTE MAY BE WITHDRAWN BY TOWER ASPHALT INC. IF NOT ACCEPTED WITHIN 30 DAYS. • CONTRACT ADMINISTRATION Cons ultant WORK CHANGES PROPOSAL REQUEST Contractor El Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Four (4) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: August 5, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 40 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Provide louver at opening in Southeast exterior wall located within area well and that opens to Room 025 Mechanical and Electrical. 2. Provide louvers at openings in West exterior wall that opens to Room 001 City Garage. Attachments: (Here insert listing of documents that support description) M & E Engineering, Inc. Proposal Request M1 (dated July 1, 2009) ISSUED BY: Randy En, el, RA, AS P A hitect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 1300 Corporate Center Curve, Suite 101 Office: 651- 405 -0912 m kt ENGINEERING, Inc. Eagan, Minnesota 55121 Fax: 651- 405 -0929 Consulting Engineers E -mail: engineering @MandE - inc.com • PROPOSAL REQUEST NO. Ml To all Mechanical and Electrical bidders for Oak Park Heights City Hall Oak Park Heights, MN July 1, 2009 M & E Commission Number 12908 The proposed contract documents are modified as follows: The additions, omissions, corrections and clarifications contained in this Proposal Request shall be included as part of the Contract Documents upon written approval by the Owner. This Proposal Request may apply to any or all contracts and sub - contracts. Unless otherwise specified herein, all work required by this Proposal Request shall be in complete accord with the Contract documents and subsequent Proposal Request thereto. Upon approval, this Proposal Request shall become part of the Construction Documents. Failure to comply may result in the price being rejected. • MECHANICAL ITEM #1: Louvers. Provide (2) 24 x 24 louvers on the east wall of Garage 001. Coordinate with wall collar. See detail attached. Refer to Drawing M3.1 — City Hall Floor Plan - HVAC (Not Reissued) ITEM #2: Provide 10' -0" x 7' -0" louver for relief on the S.E. wall in the area way. Revise the duct plenum size attached to the louver from 12' -0" x 8' -0" x 4' -0" to 10' 0" x 7' -0" x SPECIFICATION LOUVERS A. Shall be American Warming and Ventilating, Cesco, Greenheck, or equal, galvanized, drainable, stationary louvers, with 4" deep 16 gauge frame and 20 gauge blades. Provide 1/2" mesh removable bird screen. Provide prime coat finish. B. Aluminum louvers to be extruded with frame and blades of .081 wall thickness and removable 1/2" aluminum mesh bird screen. Provide with baked powder polyester finish. Color selected by architect. C. Make duct connections to frame, with ductwork soldered watertight for the lower half, and joined so that water will drain out through the frame. Verify size of louver before fabricating the ductwork. END OF PROPOSAL REQUEST NO. M1 1 of 1 I C DUCT STRAPS AS REQUIRED TO SUPPORT DUCTS WALL COLLAR FAN IN. TIGHT TO LOUVER DUCT --t mll SEAL LOUVER AIR FLOW & 8. �-�-- WATERTIGHT AT WALL EF -10 EF -11 SEE ARCH. FOR LOUVER LOCATION EXTERIOR - " 1--- WALL FLOOR i SIDE EXHAUST DETAIL m8,3 SCALE: NONE PROJECT TITLE: M k E ENGINEERING, Inc, OAK PARK HEIGHTS CITY HALL DRAWING TITLE: Consulting Engineers DETAILS 1300 Corporate Center Curve #101 Office: 651- 405 -0912 FILE: 12908 DRAWING SHEET: Eagan, Minnesota 55121 fax: 651 -405 -0929 DATE: 07/02/2009 M83-X1 © 2009 M & E ENGINEERING, INC. REV: PR M1 • • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 - 784 -1583 JO RGENSON www•JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 4 DATE: OCTOBER 9, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 4 TO PROVIDE (2) TWO - 2' -0" x 2' -0" AND (1) ONE — 7' -0" X 10'-0" RUSKIN ALUMINUM LOUVERS IN A KYNAR FINISH (OR EQUAL TO SPECIFIED). THE PR LISTS BOTH GALVANIZED AND ALUMINUM. THERE IS A 4 -6 WEEK LEAD TIME FOR MATERIAL AFTER APPROVAL. ARCHITECTURAL PRODUCTS $ 1,902.00 JCI 5% COMMISSION 95.00 JCI LABOR /MAT'LIEQUIP 338.00 JCI 10% COMMISSION 34.00 TOTAL ADD FOR PR No. 4 $ 2,369.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. FROM: STEVEN M. GANSMOE PROJECT MANAGER CC: THERE ARE _(11)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • JORGENSON CONSTRUCTION 1 _ _ . OF. .- __. • ESTIMATE SHEET � s \ ec. No. -P • C ' 4 ,` ` h - � PROJECT OAK ?A. r1`�'��a �I�MFN _ 1� PREPARED BY V CHECK BY _ -- MATERIAL LABOR 1 SUBCONTRACTS i I- ITEM QUAN, UNIT UNIT I UNIT AMOUNT AMOUNT PRICE AMOUNT" PRICE -- TOTAL PRICE _ - - . • icvh,5A • — -------..--- - ------ i 1 ii I.,. ., ., , • , , , , , Z> 7„� -Ow-% 2:-oa A�.►O j t _-_ r `7 - -0 v� to -O - _. __ ___-- ____ IIIIIII njill 1 I .._ .._ ... _ ...__ _ -- _ - __- _ -,-■ 1 _ _ ____ .._ _ __._. ___________ ._ _ ,, , 1 . . , ___ -- --- - - - - -- ' -- iiIi , 1._ ■ 111■f■ 1�iuIll ______ _._ __ til - �_ 1 1 ii I Iniiior - - .. ■l ��� ■1 , ,.i_ r l _ _________ ._ ___ }...� "111 , -r_ -.. ' l __ _____ ____ ___.... �; ;,,,� :_„_,_,_„...,_, 5 � . i � - 1 - -' i-i ' - — - -- --- .— - — — --- i .4 I _. r . : _ ii .__ i ____. i _.__ __ : i i t, f I ` i E .___f II • OCT-07 - 2009 11:03 ARCHITECTURAL PRODUCTS 1+218+948+2047 P.01 art BIDS ill _-,,..., { v k DATE ESTIMATE NO. F tr_ . %' 10/7/2009 999 Architectural Products /��` ----' 11898 BIG ISLAND ROAD, P.O. BOX 160 ASHBY, MTh N. 56309 C 218- 948 -2046 PHONE, 218- 948 -2047 FAX 6 1 V f APPRODUCTS @GCTEL.NET t DUE DATE architect PROJECT LOCATION SECTION 10/7/2009 ■ OAK PARK HEIGHTS CIT... r OAK PARK HEIGHTS, MN LOUVERS ITEM DESCRIPTION TOTAL LOUVERS , QTY OF 3 ONLY 2 -24 "x24 ", 1 -120 "x84" 1,550.00T RUSIUN MFG. COMPANY IS EQUAL TO SPEC. MODEL #L -375D 4" DEEP GALVANIZED DRAINABLE BLADE - 16 GAGE FRAME AND 18 GAGE BLADES I & ''' '1,-1 � (i 1R" BIRDSCREEN, (J ED S II.I.S III O.C. FOMOUNTING 90 M PH) MATERIALS ONLY NO BLANK -OFF PANELS NO INSTALATION INCLUDED NO FIELD MEASUREMENTS NO RETENTION PAYMENT 100% NET 30 DAYS FREIGHT IS F.O.B. FACTORY PREPAID AND SHIP TO 10B SITE. PRICES QUOTED IN THIS PROPOSAL ARE FOR ACCEPTANCE WITHIN 30 -60 DAYS FROM DATE HEREOF. THEREAFTER THE PRICES, TERMS & SPECIFICATIONS ARE SUBJECT TO WRITTEN CONFIRMATION OR REVISION 0 NET ADD TO GO TO ALUMINUM LOUVER ELF -375DX } , WITH A 2-COAT BAKED ENAMEL KYNAR FINISH IN EARTH TONE v COLORS L 20 YEAR WARRANTY NET ADD 5225.00 Mn. Saks Tax --1 . vz, • lo I Thank you for your business. TOTAL C-1 pw4.17-to Ai,...,..,, ,,. v,., '1 °11 —01.1 G ti �C , 13..�L 9a" 1550. oc * 11 .0:6 1.12.5 ° !0 TAX I It a. 4 4 1 2.t. y1 76‘ . / C`o, 9 t 0 1,9o1. 47 "Vi WI iii. /rrct. who /14 " .1"0 4110 OCT -07 - 2009 11:05 ARCHITECTURAL PRODUCTS 1 +218 +948 +2047 P.06 • U • RUSKIN® ______------------- 3900 Dr. Greve* Rd. • Kansas City, MO 64030 • (818) 761 -7476 • FAX (816) 765 -8955 ELF375DX DRAINABLE STATIONARY LOUVERS EXTRUDED ALUMINUM STANDARD CONSTRUCTION =''''.., -_ FEATURES FRAME -- X and ELF375DXH offers: 4' (102) deep, il;t*%*'4,-.1'-.. 6063T 5 extruded a<uminum. • 54 %FresArea ELF375DX - .081' (2.1) nominal wall thick- •Published performance ratings Dasad on Hess. testing The ELF375DIn accordance with AMCA Publica- � OwnsPouts and caulking lion 511. su oes provided. ii� • High performance frame system with drain - BLADES S. • able head collects and removes water to 8063T5 extruded aluminum. provide Excellent water penetration perfor- - .0812.1 ELF375DX (2.1) nominal wall t a ' hick- mnce ' s water _ • rain gutter In each blade minimize I • D n ess � g are osr b etween blades den mullions blades a ca 'n bla aria P Drer a • w- s ed d nions allow - • toned at 37Vz angle and spac9d aPPro �� I ` • ArchReciurally hd , mate 52/3x" (129) center to center. Ing continuous line appearance up to 120' ob 'N 61S • ( ( ) SCREEN 1 7„� , aluminum bird screen In removable frame. ~_ , and high • Aluminum Construction for low maintenance millstones to corrosion, Screen adds approximately 1 /a' (13) to louver • All weided construction• depth. e L., VARIATIONS ttl�I FINISH g�� �r r A Variations to the bash design of these louvers 0 41 SiZE + tLti �� available atadditionalcost.The indude: MINIMUM SIZE are Y 12"w x 12 "h (305 x 305)• • Extended slll. APPROXIMATE SHIPPING WEIGHT • Hinged frame. I ELF375DX - 4 IbsJft.° (19.5 kg/rn'). • Front or rear security bars. ELF375DXH • 6 IbuJft. (29.3 kg/0)• • Filter racks. MAXIMUM FACTORY ASSEMBLY SIZE • A variety of bird and insect screens. Shall be 75 aq. h- (7m') per section, not to gir • Selection of finishes: prime coat, baked Exceed 120"w x 90'h (3046 x 2286) or 90'w 8oreen enamel (modified tluoropolymer), epoxy, x 120 "h (2266 x 3048). Pearledize, Kyner, Clear and Color anodize_ Louvers larger than the maximum factory (Some variation in anodize color consistency assembly size will require field assembly of is possible.) smaller sections. SUPPORTS Consult Ruskin for other special requirements. Louvers may be provided with rear mounted FRAME CONSTRUCTION blade supports that Increase overall louver 11/ (3� depth depending on louver size, aasembty Configuration or wrndload. lira ' . ,25) . Consult Ruskin for additional information. �! A• x 9' �—� VaRp I 4 , STANDARD INTEGRAL FLANGE Dimensions in inches, parenthesis ( ) indicate millimeters. h— (102 -- � ------- --kkkk 'Unite furnished 1/4• (6) smaller than given opening dimensions. SIZE VARIATIONS TAG QTY. FRAME A" -WIDE B "•HIGH PROJECT LOCATION 1 ARCHJENGR. CONTRACTOR REPRESENTATIVE DATE, _ _ 5p.0 ThaELP27513X1430/RepNCea ELF776Dx"0113 ALL a7ATEDSPECS7CAT1ONSARS SUBJECT TO CHANCE WITHOUT NOTICE OR ODUCIIM7K OR,atdn Mm U?a5W 9 1997 • OCT -07 - 2009 11:06 ARCHITECTURAL PRODUCTS 1+218+948+2047 P.07 • SUGGESTED SPECIFICATION Fumish and Install lowers as hereinafter specified where shown on Louvers shall be Ruskin Model ELF375DX of E1F375DXH extrud• plans or as described in Schedules. Louvers shall be stationary ad 6063T5 aluminum aUoy Construction as follows: p Frame: 4" (102) deep. ELF375DX • .081 2.1 dralnable type with drain gutters in each blade and downspouts in " ( ) wall thickness. jambs and mullions. Louvers shall have a minimum of 54% free ELF3750XH • .125" (3.2) wallthickness• area based on a 48" wide x 46" high (1219 x 1219) Site, Stationary Blades: ELF375DX - .081' (2.1) wall thickness. ELF375DXH - drainable blades shall be contained within a 4' (102) frame. Louver .125" (3.2) wall illicitness. Drainabie blades are pos- aornponents (heads, lambs, sins, blades, & mullions) shall be km- honed at 371/a° angle and spaced approximately tory assembled by the lower manufacturer. Louver sizes too large 53/32" (129) center to center. for shipping shall be built up by the contractor from factory aysem- Screen: s!e" x .051 (19 x 1.3) expanded, flattened aluminum in bled louver sections to provide overall sizes required. Louver removable frame. 9 x design shall limit span between vismble mullons to 10 feet (3) and shall incorporate structural supports required to withstand a wind- Finish: Select finish specification from Ruskin Finishes load of 20 lbs. per sq. ft. (.9ekPa) (equivalent of a 90 mph 1145 Brochure. KPH) wind — specifier may substitute any loading required). Published louver performance data bearing the AMCA Certified Ratings Seal for Air Performance & Water Penetration must be sub- mitted for approval prior to fabrication and must demonstrate pres- sure drop and water penetration equal to or less then the Ruskin model specified. PERFORMANCE DATA AMCA Standard 500 provides a reasonable basis for testing and The lower system should be designed with a reasonable safety rating lowers. Testing to AMCA 500 Is performed under 0 certain factor for louver performance. To ensure protection from water set of laboratory conditions. This does not guarantee that other carryover, design with a performance level somewhat below maxi- conditions will not occur in the actual environment where louvers mum desired pressure drop and .01 ozJsq. ft. of water penetration. must operate. WATER PENETRATION Test size 48" wide x 48" high (1219 x 1219) Beginning point of water penetration at .01 ozJsq. ft. is 873 fpm (266 m/min). 0.3 (323) • ' � (2.69) w it 11.. O es ( ' - •— CO • m 0.1s E S (1.61) — — — — 2 E C.-- 01 0.1 #.., (1.08) L i O • (,� • e 800 900 1000 1100 (244) (274) (335) (356) Free Area Velocity in feet and (meters) per minute Standard air .075 lb/ft" • OCT -07 -2009 11:06 ARCHITECTURAL PRODUCTS 1 +218 +948+2047 P.08 • FREE AREA GUIDE F Area Guide shows free area In ft' and Wier various Sizes of ELF375DX and ELF375DXH. Width - Inches and Meters 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120 0.30 0.48 0.81 0.76 0.91 1.07 122 1.37 1.62 1.6B 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.06 12 0.26 0.41 0.66 - 0.71 0.87 1.02 1.17 1.33 1.48 1.53 1.79 1.94 2.09 2.24 2.40 2.86 2-70 2.66 3.01 0.30 0.02 0.04 0.05 0.07 0.06 0.09 0.11 0.12 0.14 0.15 0.17 0.18 0.19 0.21 0.22 0.24 0.25 0.27 0.28 18 0.61 0.97 1.33 1.70 2.06 2.43 2.79 3.15 ' 3.52 1.88 4.25 4.61 4.97 5.34 6.70 6.06 6.48 0.79 7.16 0.48 0.08 0.09 0.12 0.16 0.10 023 0.26 0.29 0.33 0.36 0.29 0.43 0.46 0.50 0.53 056 0.80 0.63 0.57 24 0.87 1.40 1.92 2.46 2.97 3.50 ' 4.02 4.55 537 - 6.60 6.12 6.86 7.17 7.70 822 8.75 9.27 9.80 10.32 0,61 0.08 0.13 0.18 0.23 0.28 0.33 0.37 0.42 0.47 0.52 0.57 0.02 0.67 0,72 0.76 081 0,80 0.91 0,96_ g 3 • 0 1.14 . 1.63 . 2 320 3.09 4.57 5.26 5 .94 6.63 732 830 8.69 9.37 10.06 10.74 11.49 12.12 1 2.8 0 13.49 0.76 0.11 0.17 0.23 0.30 0.36 0.42 0,49 0.55 0.62 0.88 0.74 0.81 0.87 0.93 1.00 1.06 1.13 1.18 125 • 36 1.93 '2.13 2.92' 3.72 4.62' 531 8.11 6.91 7.70 ' 5.60 9.20 10,09 1039 11.89 12.49 1328 14.08 14 C 0.91 0.12 020 0.27 0.35 0.42 0.49 0.57 4 , 0.64 0.72 0.79 0.88 0.94 1.01 1.09 1.16 1.23 1.31 1.38 10 42 1.80 2.55 3.51 4.47 5.43 829 7.34 8.30 9.26 1022 11.16 121313.0914.06 15.01 15.98 16.92 17.89 16.84 S 1.07 0.15 0.24 0.33 0.43 0.50 0.59 0.68 0.77 0.86 0.95 1.04 1.13 1.22 1.31 1.39 1.48 1.57_1.68 1,75 L 48 1.88 2.98 4.10 5-22 6.34 ' 7.48 5.58 9.70 10.82 11.93 13.05 '14.17 16.41 1753 1825 19.7720.69 22.00 C 1.22 0.17 028 0.38 0.49 0.59 0.89 0.80 0.90 1.01 1.11 1.21 1.32 1.42 1.52 1.63 1.73 1.84 1.94 2.04 f 54 2.13 3.41 4.89 5.97 7.25 8.63 9.81 11.09 1237 13.85 14.93 16.21 17.49 18.77 20.05 21.83 22.61 23.89 25.17 r 1,27 0.20 0.32 0.44 _0.55 0.57 0.79 0.91 1.03 1.15 1.27 1.98 1.51 1.83 1.74 1.86 1.98 2.10 2.22 2.34 69 60 2.40 3.84 6.28 8.72 6.16 ' 9.61 1135 12.49 13.93 15.37 1531 18.25 19.89 21.13 22.57 2421 25.45 28.90 - 2/1.34' 2 1.62 0 0.35 0.49 0.62 0.76 0.89 1.03 1.16 1.29 1.43 1.56 1.70 1.83 1.96 2.10 2.23 2.37 2.50 2.63 66 2.59 4.14 6.69 7.24 8.79'10.35 11.90 13.45 15.00 16.55 18.11 "19.66 21.21 22.78 24.31 25.88 27.42 28.97 30.52 1.68 0.24 0,30 0.53 0.67 0.82 0.96 1,11 1.25 1.39 1.54 1.88 1.83 1.97 2.12 2.26 2,40 2.66 2.69 2.84 72 '2.55 4.57 8.28 "7.88 9.71 11.42 19.13 14.84 15.66 18.27 19.98 21.70 23.41 26.12 26.83 2855 8026 91.97 33.69 1.63 026 022 0.56 0.74 0.90 1.06 122 1.38 1.54 1.70 1.86 2,02 2,10 233 2.49 2.85 2.81 237 3.13 78 3.12 `5.00 6.87 8.74 10.62 12.49 14,37 16.24 16.11 19.99 21.86 23.74 25.61 27.4829.3 6 31 233 33.10 34.98 36.85 1.98 0,29 0.48 0.64_ 0,81 0.99 1.16 1,34 1.51 1.68 1.86 2.03 2.21 2.38 2.55 2.79 2.90 3.08 225 3.42 84 3.39 5.43 7.46 9.50 11.53 13.57 15.60 1768 10.67 21.70 29.74 25.77 27.51 29.84 31.88 "3331 35.93 37,96 40.82 2.13 0.32 0.50 0.80 0.88 1.07 1.26 1.00 1.64 1.83 2.02 2.21 2,39 2.45 2.77 2,98 2.15 3.94 3.53 2.72 90 3.66 '6.66 8.05 10.26 12.44 14.64'16.83 19.03 21.23 23.42 25.62 27.81 30.01 32.20 34.40 36.60 38.79 40.99 43.16 2.29 034 0.54 0.75 0,95 1.16 1.36 1.56 1.77 1.97 2.18 2.38 2.68 2.79 2.89 320 3.40 3.60 3.81 4.01 PRESSURE DROP + AO) �rNei =>•w *�10∎�z�rr6 on= man ���miUil��ii�.1• =M�M1■ .70 '1776) MINEM i61 MinaiMani6 MEMI61• =r116.111 t�falr■r�l•IIIfri1■Iti/A�IINIM il•11t1fa Ratings do not Include the affect of JO (1524 ) � a bird screen. ►12.16) 11111111 .■..,,uIIIIIII%.III.III,U•I,■l E .40 .0 (.02) ��11111il ��■111111 d i 20 (5.06 EXHAUST MODE i- INTAKE MODE in Wilir vat ta to ��1II�[t����Illl11 R L .10 pi 6w1M ∎�116VLON1i1miomm•� =i =MIw *.■ marl C .6I .00 ��111IMIw }11•>i44444rt� =�1•M1■ rda BEM= 1/ /:61M•16'MMENERa6l�iitt= MParcrT • Ar ) n,:cn:mnn. 96024 1111111=/211■1ifM1i♦i♦Emen isi1 0 •040.621 - 1110 •iui , _• 1111111 ■u •,t„ 2 • a,1s IIII.II,I„'.IIIM■111,1iii Ruskin Manufacturing Company certifies that the ELF375DX and ELF375DXH is Louvera shown herein are licensed to ��1I1't■�■.1„11' re bear the AMCA Seal. Tha ratings ehn Ow 64+211 WS111111i11111U-Ui1i 11ili are tined On teet5 and proceduree per. o formed in accordance with AMCA N Publication 511 and comply with the 10 411."1'51 ff - roelulremente of the AMCA Certified a fy g >a N a s Ratings Program. The AMCA Certified _ Palings Seal applies to air performance ratings and water penetration ratings s § $ § § §E§§* i i i i iiiiS only. Air Velocity In feet and (meters) per minute through Free Area 1 OCT -07 -2009 11:06 ARCHITECTURAL PRODUCTS 1 +218 +948 +2047 P.09 • TYPICAL INSTALLATI DETAILS Masonry Metal Panel Wall Wall • ,':-%'!- ` ti�i! e --_,'•,. Metal Corrugated ; +:+i .,i CAW Insulation 111::::: 1 Drip tap � 11: IU Louver LatrvCr ipl pi _ ;L _ Extended ►ia�i 3111 I ei , ..0 ! Encoded 3 • :. :: . v ::; . s• NV 3111 e•• e 4.: 4. t ►4��� Wood Flange Installation Mount 1 III p_mi . y _ y , e I � CMu lir= Louver Frame 4 I , I' 1 Louver Louver p,, I ip 1011110.--7=14 i Sheeting Siding 111 E �8 •• 4 : , ; - r . Accessories at additional coat. R (/ j( Jf,J® B X ( 6� 055OSO 55 TOTAL P.09 • • • OCT -07 -2009 11:04 ARCHITECTURAL PRODUCTS 1+218+948+2047 P.02 6pyt..viz\frlfzi-0 • RUSKIN _________________________ 3900 Dr. Greaves Rd. • Kansas City, MO 64030 (816) 761 -7476 • FAX (816) 765-8955 L375D HIGH PERFORMANCE STATIONARY LOUVER • . DRAINABLE BLADE . ROLL FORMED STEEL . STANDARD CONSTRUCTION FEATURES FRAME -------' The L3750 offers: 4" (102) deep, 18 (1.3) gage galva - - -� • Published performance ratings based On rued steel. Pr `�` testing in acCOrdance with AMCA BLADES Publication 511. 18 (1.3) gage galvanized steel. Drain- r __ • High free area, low pressure drop, low able blades are positioned at 37 V:-.1,........ water penetration. angle and spaced approximately 3 • Drain gutters in each blade and down- (89) center to center. - ' g• -� - �_ spouts in jambs and mullions to drain �r' SCREEN �_ - ___ _ _ water from louver for minimum water cas- 1 /2" mesh x 19 (1.1) gage galvanized _ -- � Cade from blade to blade. bird screen in removable frame. Soreen 1r' • Architecturally styled hidden mullions adds approximately 1/z' (13) to louver -- _- ____ - -_ slowing continuous fine appearance up depth. �� � to 120 FIN P n e. . i 1 • Economical galvanized steel construction. OW MINIMUM SIZE ` } VARIATIONS 12"w x 1211 (306 x 305). Variations to the basic design of this louver APPROXIMATE SHIPPING W ©GHT --' are available at additional cost. They 7 Rrs, per sq. ft A• include: MAXIMUM FACTORY ASSEMBLY SIZE Extended sill. xte 120'w x 9011 (3048 x 2286) • • EE te nd frame. or 90'w x 120"1(2286 x 3048) *Front or rear security bare. Louvers larger than the maximum factory ' • Filter racks. assembly size will require field assembly es; :ins • A variety of bird and insect screens. of smaller sections. FRAME CONSTRUCTION g " • of finish baked enamel (mod- IP ► +feed flu oropo b ,epoxy, enamel mod - Peadedize and prime coat. 11011 Consult Ruskin for other special require- L— ments. 1/ e(38) � �- .. I. (25) slim, r A f ar 6• — 1 Varies I . Weer • STANDARD FLANGE ( 4" " (102) Dimensions in parenthesis ( ) indicate millimeters, 'Units furnished 1/4" (6) smeller than given opening dimensions. SIZE TAG OTY. A' -WIDE B "-HIGH FRAME VARIATIONS - I PROJECT LOCATION ARCMJENGR. CONTRACTOR REPRESENTATIVE DATE • epee L97S15-12951Repleoes L2750-495 ALL STATED SPECUICAflONS ARE SUBJECT ro CHANGE WT1OUTHOWWCE ONOBL1GAflOM Si Ruskin Company January 19ss • , OCT -07 -2009 11:04 ARCHITECTURAL PRODUCTS 1 +218 +948 +2047 P.03 0 SUGGESTED SPECIFICATION . Louvers shall be Ruskin Model 13751) construction as follows: Furnish and install IOwera cis hereinafter specified where shown on Frame: 18 gage (1.3) galvanized steel. plane or as described in 9oheduwes. Louvers shall be stationary gage (1.3) galvanized Steel at 37 angle on drainable type entirety contained within a 4" (102) frame. Louvers Blades: 18 approximate galvanized (89) centers. Shall include a drain gutter in each blade and downspouts in jambs Screen: 19 gage (1.1) galvanized )le` (13) mesh 60r9en• ns. Louver Components (heads, iambs, anus: blades, and finish s OCiflcalion from Ruskin Finishes and mulls • Select ti p Finish. mullions) shad be factory assembled by the lower manufacturer. Brochure. Louver sizes too large for shipping shall be built up by the contraC tor from factory assembled louver sections to provide overall sizes Published Louver performance data bearing the AMCA Certified required. (3ed. foot Louver design shall L span between p o visible q ui r ed to Ratin a Seat for Air Performance & Water Penetration must be withstand st feet and shall d Incorporate r s q . f (. SkPa) supports required to submitted for approval prior to fabrication and must demonstrate withstand n wind bad of 201be. tit s4• p• loading pressure drop and water penetration equal equivalent of a PP ual to or less than the 90 mph wind • specifier may substitute any loading required}. Ruses model specified. PERFORMANCE DATA AMCA Standard 500 provides a reasonable basis for testing and Designs should provide a reasonable safety factor for louver per- rating louvers. Testing to AMCA 500 is performed under a certain formance by selecting at some point below pressure drop or water set of laboratory condltiona. This does not guerentee that other penetration system requirements. conditions will not occur in the actual environment where louvers must operate. WATER PENETRATION Test size 48" x 48" • Beginning point of water penetration at .01 ozJsq. ft. Is 951 fpm (274 m/min). .3 - - (3 ( 4 9 III pis) .1s _ - (1,61) .1 (1 .06) I .Os 900 1000 1100 (2 (a0) (335) Free Area Velocity In feet and (meters) per minute Standard alr .075 Ib/fts • ' , OCT -07 -2009 11:04 ARCHITECTURAL PRODUCTS 1+218 +948+2047 P.04 0 FREE AREA GUIDE Free Area Guide shows free area In Wand m 1. ■�� ° for various sizes of L3751 EIEEIE � � t.s7 0.03 ®1BE MPs I�RE]® a1 I ;r= Ea 0.07 006 alt EH 015 EIEB_� 0.27 037 RI[7S:il■•�"°■ WIHI iiiiir a 0.05 R3� 09a 0.99 MEM 0 E 1 wig 4 011 0.47 ] 0.53 ila 02 063 79� 24 0.911 0.51 007 0. 0.19 ���� a ma 0.47 0,52 � �� 0.84 � 11U" y 3 y I] ME - L 9 RIR 0.95 421 El 0.02 0.44 5 017 R 02 Ei 0r1 0.75 0.94 090 RiM�e•` I � ^ _ 52 El 0. 0.20 0.27 035 COMM 1M17 Ore Ltd t 11O [ �.�.,. rf' .. - - -- O. , 2 95 102 ,AO ® � �r n�® _cr..��., � .p 0.115 [ 6:x:3 041 0,50 Evil 0.76 ] t 1 1. 12 1 137 t t43 � E Ruskin ManufacturingCompanY g pa 0.17 0.27 1.79 Lee 6.07 9.09 7.19" 9.31 � Y �7 W � 1 �� 14.9° 16.7 17.9• cer4fiesblatme L375DLOUVers 047 0.27 0. 67 ; ,;,_ OW 9�LlCS7 t.aa 1.46 1 °' p zit, . .53 a to.a7 ,a., + shown herein are licensed to _ � ate a3c zsz 4 a 41 © 5 0.84 o7a 0.57 � tat • MITE � 7 � bear the AMCA Seal, The rat - 2 Elm oss �� 071 aaa tai , 1 1 1.59 1.71 18! Ings shorn are based on 100(0 7.1 5.7 t3•3 17.et and procedures performed In 2. NAMEE1 067 5 O.a1 0 65E9E1 1.53 lee ES f FT .r S a d drdnc a9 with AMCA Pubii- cn FR 4.4s a 1 7.79 9.46 11.1 .12. • fa`a IR:J ,9.a 72.et �� cation 511 and comply with the y m 0.41 157 0.72 0.98 103 1.19 + 1.51 z -6 2112 c� � ; requirements of the AMCA • HEBEI obi Bo '1 tz �' E-.1RE ®lE£]HSAm ®R3 Certified Ratings Program. The 84 3.23 3.17 7.11 1o. 5��y�y �19.79 e.7 - • .81 0 AMCA Certified Ratings Seal 2 0.30 043 0A 1.02 ■w +•R k 1 1.74 z��i - 1 � 2, n7 � � 1 � applies to Jr a performance and Eiii 12 ass ors o.: Tit ti z0 ifirR ak6 A ._ .17 �I Ri Q7s water penetration ratings. �T�T�y z.71 r�r{y7y+ r��y{� EiwiEs 0.77 Ei1119 7 540 1.61y ilEikB �• IRIA R'+ ryry���yl7�ryttr6� � r�� e py � ��yy + ,! 2.54 03 1 ma. , 1.48 1 ix, �r zno r� 55 3.27 3,40 � LSL7LSJ NEB as+ n.45 1110 I[i�R..tiE �li�-- E � E c E r � r M � 30a .- 0.71 0.97 13 1.34 1 15151 te ri �,•7 E Cit.7 4.18 CL =6[SYI � Width - Inches and Meters PRESSURE DROP 410 1 00 (a3 e0 [20.42) .70 (17.78) .30 (1524) • S0 (1270) E 42(20'10 / Ratings do not include the C 20 (74 2) effect of a bird screen. • am 10 (1.19) e EXHAUST INTAKE m .- OA / • al I°_ .05127) . R .051127) i)1271 1 .04(1.07) . 2. 12' .03 (7E9 . a . S AR (.51) . .01(.25) , E E- E. E. ua • s s g 12011116 I 1 1 811111 Air Velocity In feet and (meters) per minute through Free Area • OCT -07 -2009 11:05 ARCHITECTURAL PRODUCTS 1+218+948 +2047 P.05 0 TYPICAL INSTALLATION DETAILS Masonry Metal Panel Wall Wall corrusatotl :•••. CKU .. : • •. •:.... � • Metal ',. Dip : Dip Cap i r Louver Insulation Louver • � II is • i . i , 111111i L _ R; gxtendad ; Extended .1r SAI ,S Silt te%i Flange Wood Angle Mount Installation Subframe • . • - - • - T ow ove r 14.- Lauver i Frame WrAlle7 Angle Lower Louver tNeotl ?tame Mocking Louver Louver i i i ;. Sheathing , ' 1111110.- Extended �' ` . IR + .... sal ' \ . Axessoriee at additional cost. RUSKIN® . G • Owner Architect CONTRACT ADMINISTRATION Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Six (6) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: August 5, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 • THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Fire Alarm System modifications requested by the Building Official and /or required. Attachments: (Here insert listing of documents that support description.) M & E Engineering, Inc. Proposal Request E4 (dated July 29, 2009). UED BY: y Enge ' • , AS 1 rchitect 411 BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 L M kE ENGINEERING 1300 Corporate Center Curve, Suite 101 Office: 651405-0912 , Inc. Eagan, Minnesota 55121 Fax: 651- 405 -0929 Consulting Engineers E -mail: engineering @MandE - inc.com • PROPOSAL REQUEST NO. E4 To all Mechanical and Electrical bidders for Oak Park Heights City Hall Oak Park Heights, MN July 29, 2009 M & E Commission Number 12908 The proposed contract documents are modified as follows: The additions, omissions, corrections and clarifications contained in this Proposal Request shall be included as part of the Contract Documents upon written approval by the Owner. This Proposal Request may apply to any or all contracts and sub - contracts. Unless otherwise specified herein, all work required by this Proposal Request shall be in complete accord with the Contract documents and subsequent Proposal Request thereto. Upon approval, this Proposal Request shall become part of the Construction Documents. Failure to comply may result in the price being rejected. This proposal request adds and relocates various fire alarm devices in City Hall. ELECTRICAL Refer to Drawing E3.1 — City Hall Lower Floor Plan — Systems (Not Reissued) ITEM #1: In Corridor 008, add fire alarm horn/strobe at door into stair C (014) on plan north wall. ITEM #2: In Corridor 008, relocate fire alarm horn/strobe from outside room 005 to outside stair B (003). Refer to Drawing E3.2 — City Hall Main Floor Plan — Systems (Not Reissued) ITEM #1: Add fire alarm horn/strobe in corridor 104, on plan north wall near door into corridor 110. ITEM #2: Add fire alarm strobe in 126, on plan west wall, and in 144, on plan west wall adjacent to door into rotunda 101. Refer to Drawing E6 — Schedules (Not Reissued) ITEM #1: In Motor/Equipment Schedule, add Note 31 to ERV and AHU -1. • 1 of 411/ ITEM #2: In Motor/Equipment Schedule, add Note 31 as follows: "Provide duct smoke detector on supply and return duct. Provide with auxiliary relay and wire to shut down unit upon alarm." END OF PROPOSAL REQUEST NO. E4 110 • 2of2 • k �! 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 - 784 -1583 J O R GENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO, 6 DATE: SEPTEMBER 17, 2009 TO: BuETOw AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 6 TO PROVIDE MODIFICATIONS TO THE FIRE ALARM SYSTEM AS REQUESTED BY THE BUILDING OFFICIAL. THERE IS NO ADDITIONAL COSTS FOR THE MODIFICATIONS BECAUSE IT IS ASSUMED THAT THE EXTRA MATERIAL REQUIRED IN SPECIFICATION 17721 FIRE ALARM SYSTEMS WILL BE USED TO SATISFY THIS REQUEST. • GEPHART ELECTRIC CO. $ N/C ]CI 5% COMMISSION N C TOTAL ADD FOR PR No. 6 $ N/C PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. i FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(2)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • • GEPHAIT ELECTRIC September 1, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request #6 dated 8 -5 -09 Gentlemen: The above subject request results in no change to our contract. Following is the list of spares used for this proposal request: 1. (2) Horn Strobes 2. (3) Strobes • 3. (2) Duct Smoke Detectors Should you have any questions please contact me. Sincerely, GEPHART ELECTRIC CO., INC. &OA) CF Dull Project Manager CFD /cn I 3550 LaBore Road, St. Paul, Minnesota 55110 • {651) 484 -4900 EEO /AA Employer • IL Owner CONTRACT ADMINISTRATION Architect Consultant ❑ • WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Nine (9) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: August 5, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Exterior retaining wall that borders ramp down to Lower Level is specified to be constructed of smooth faced standard grey (uncolored) concrete masonry units and colored mortar. Provide instead, integrally- colored smooth-faced concrete masonry units that contain W.R. Grace "Dri- Block" water resistive additive. Provide W.R. Grace "Dri - Block" additive also within the mortar but mortar shall be standard grey (uncolored). 2. Provide continuous 4" smooth integrally- colored masonry cap block. 3. Retain extra materials ordered to meet ordering minimums on -site and place in Owner's on -site storage for Owner's use (storage location to be designated by Owner). Attachments: (Here insert listing of documents that support description) (none) D BY Rand ngel, • S IP/OPk I • rchitect BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 .; 41110 4 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763- 784 -1583 J ORGENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 9 DATE: AUGUST 6, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 9 TO PROVIDE INTEGRALLY COLORED SMOOTH -FACED CONCRETE MASONRY UNITS WITH WATER REPELLANT ADDITIVE AND A 4" SMOOTH INTEGRALLY- COLORED MASONRY CAP BLOCK AT THE EXTERIOR RETAINING WALL THAT BORDERS THE RAMP DOWN TO THE LOWER LEVEL. THE PROPOSAL IS BASED ON A STANDARD COLOR. IF A NON- STANDARD COLOR IS SELECTED THE COSTS WILL NEED TO BE ADJUSTED ACCORDINGLY. STEENBERG WATRUD CONSTRUCTION $ 4,320.00 JCI 5% COMMISSION 216.00 TOTAL ADD FOR PR No. 9 $ 4,536.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING BY FRIDAY, AUGUST 7, 2009 IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. THERE IS A 3 LEAD TIME FOR THE MATERIAL. FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(2)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • 08/ 05/2009 16:37 6514578535 STEENBERG WATRUD CON PAGE 02 • 1 : TEENBERG- WATRUD �, ,� CONSTRUCTION LL CONCRETE & MASONRY CONTRACTORS PR # B DATE: 615/2009 . ATTENTION: Steve Gansmoe ' COMPANY: Jorgenson Construction PROJECT: Oak Park Heights City Hall . FROM: Dan Cacka COMPANY: Steenberg Watrud Cnnstrcution • ' NUMBER DESCRIPTION ADD/DEDUCT 1 Add a 4" smooth top grayrock face cap to the top Units - . Unit Price of retaining wall S Block Cost (100 min order) . . . . 100 $' : 6.40 S 640.00 Mold Cha , e 1 $. 500.00 $ 500.00 IIIIII Freht . , $ 1 $ 1850 $ 175.00 MortarAdd 1 . 185,00 $ 185.00 5 - Material Subtotal $ .. 1,500.00 Overhead and Profit 10% ill $ 150-00 imiiiiiiii $ 1,650.00 $ 66.10 528.80 III uma - • 1 Labor Cost . 096 $ 581.65 Total add for colored .rock face block to • - w/ d -block additive 5 - 32 - •1111111111MIIMIIMIIMMIIIM 11111•1111ELIIIMINIMISIO 2 Add for Colored Rook Face block wl water chant . , a® additive in the block and colored mortar , $ . - . 16" rook f a c e block add for color & water.... eltant $ 1,248.15 111 =1, Add for •Mortar w/ integral xater repeitant ' . $ . 50.00 $ . 150.00 Mold charge for rock fare block $ 500.00 $ 500.00 • Material Cost $ 1 898.15 MEIN Illi Overhead and Profit 10% MOM $ 189.82 IZMIIIIMIIIIIIII Total add for the wall being colored and having Integral water 1111111.11, $ 2,088 111.1.1111.1M11 ��TotalforPR #9 ' 11111/Mill. S 4320 10967 CIIARK ROAD • INVE GROVE (!EIGHT W.J 5507 • PHONE (651) 457 -2 291 AX (651) 457.8585 • - l i Owner CONTRACT ADMINISTRATION Architect Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Eleven -A (11A) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 17, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 • THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Provide Card Access (Electrical Work only) at additional locations in Lower Level within New City Hall as follows: Openings 004, 005 and 006. 2. Relocate Card Access (Electrical Work only) at additional locations in Lower Level within New City Hall as follows: from Opening 022 to Opening 021 and from Opening 020 to 023B. 3. Delete Card Access Electrical Work only) within Expanded Public Works ( W Building Opening P g from O p g 166. Attachments: Were insert listing of documents that support description.) (none) ISSUED BY: Randy Engel, RA, AS Architect t i2 c #9( • BUETOW & ASSOCIATES. 2345 Rice Street Site 210 St. Paul, Minnesota Phone: 651.483.6701 • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763- 784 -3877 FAX 763 - 784 -1583 JORGE NSON www.JorgensonConstruction.com CONSTRUCTION INC. REQUEST NO. 11 RE A PROPOSAL Q DATE: OCTOBER 26, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED W1TH PROPOSAL REQUEST 11-A TO RELOCATE THE CARD ACCESS (ELECTRICAL WORK ONLY) AT ADDITIONAL LOCATIONS IN THE LOWER LEVEL OF THE NEW CITY HALL AT OPENINGS 004, 005 AND 006; RELOCATE CARD ACCESS (ELECTRICAL WORK ONLY) AT ADDITIONAL LOCA TIONS IN THE LOWER LEVEL OF THE NEW CITY HALL FROM OPENING 022 TO • OPENING 021 AND FROM OPENING 020 TO OPENING 023B; DELETE CARD ACCESS (ELECTRICAL WORK ONLY) WITHIN THE EXPANDED PUBLIC WORKS BUILDING AT OPENING 166. GEPHART ELECTRIC COMPANY $ 5,940.00 JCI 5% COMMISSION 297.00 TOTAL ADD FOR PR No. 11 -A $ 6,237.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. ACCEPTANCE OF THIS PROPOSAL REQUEST WILL REQUIRE AN ADDITIONAL (1) DAY TO THE CONTRACT TIME. FROM: STEVEN IN. GANSMOE- PROJECT MANAGER CC: THERE ARE _(5)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • • • GIPNAIT • ELECTRIC October 26, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request # 11A dated 10 -17 -09 Gentlemen: The above subject request results in the additional sum of $5,940.00 to our contract. This additional work will require a time extension of (1) day. Enclosed are the total itemized breakdowns. • No additional work will be completed until the proper authorization is received in our office. Please incorporate this amount into our contract. a, p Should ou have any questions lease contact me. Y Yq p Sincerely, GEPHART ELECTRIC CO., INC. c:Pg--01/44 CF Dull Project Manager CFD/cn 3550 LaBore Road, St Paul, Minnesota 55110 • (651) 484 -4900 • EEO /AA Employer • • l anelanaMMINK F ti 'W i ki It t 410 f ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: 10 / 23e /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # l 1 fs, 4 14 1. Materials $ 1 2. Equipment Rental $ — 9'7 3. Sales Tax 7.125% $_ 9t 4. Subtotal Material, sum lines 1, 2 & 3 $ 13' • 115 5. Installation Labor Z2 • Hours @ $ 78.75 per hour $__!_e071 1 6. Subtotal, suns lines 4 & 5 $ I q 1 - 1'Z 7 7. Overhead 10% $ 19�} 8. Subtotal, sum lines 6 & 7 $ 213tn� • 9. Subcontractor (includes 5% OH & $jD" .— oa 10. Total Price of Change $ �j (0• A time extension of 1 days will be required. This quotation is valid until l wle- for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Tide Date 3550 LaBore Roast, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer • _ . , , . ... III Estimate: OAK PARK HEIGHTS C ITY Estimate HALL Worksheet Print 10/26/2009 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR #11 A(Sheet 22) Page 1 DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. I 1842 1 EM -1/2 EMT- CONDUIT 50.00 27.73 C 13.87 6.75 C 3.38 I 1980 1 EM -1/2 SET SCREW COUP 5.00 32.36 C 1.62 6.00 C 0.30 I 2000 1 EM -1/2 SET SCREW CONN 4.00 31.16 C 1.25 12.00 C 0.48 1 3866 1 HA -1/2 MINE STRAP -ANCH 7.00 48.77 C 3.41 37.50 C 2.63 I 1844 1 EM -3/4 EMT - CONDUIT 50.00 53.78 C 26.89 7.50 C 3.75 I 1982 1 EM -3/4 SET SCREW COUP 5.00 48.81 C 2.44 7.50 C 0.38 I 2002 1 EM -3/4 SET SCREW CONN 12.00 51.75 C 6.21 15.00 C 1.80 I 514 1 BU -3/4 PLASTIC BUSHING 12.00 63.09 C 7.57 2.62 C 0.31 I 3868 1 HA -3/4 MINE STRAP -ANCH 7.00 56.23 C 3.94 37.50 C 2.63 I 8188 3 WC -THHN -STRA #12 160.00 160.63 M 25.71 7.88 M 1.26 I 18000 25 PULL STRING 60.00 0.04 E 2.40 4.00 M 0.24 I 5540 1 OT -4SQ 2 1 /8D COM KO 6.00 228.62 C 13.72 0.4.5 E 2.70 I 5612 1 OT -4S0 2G 1/2 D PL RING 2.00 175.82 C 3.52 0.12 E 0.24 I 5596 1 OT -4SQ COVER BLANK 4.00 85.16 C 3.41 0.09 R 0.36 F 0 I &CONN 120V PWR SUPPLY 2.00 5.00 E 10.00 1.00 E 2.00 FBO F 0 CONN EX RECEPT 120V CRK 2.00 0.00 E 0.00 0.25 E 0.50 JB F 0 SUBCONTRACTOR QUOTE 1.00 0.00 E 0.00 0.00 E 0.00 INSTALLED Regular Worksheet Page Page Multiplier = 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 • Phase Multiplier = 1 Page is Active. Raw Material Total - $125.94`` Raw Labor Hours = 22.95 Hours Confidential Information, Property of BHS, Inc. Printout from BHSestimator (c) - BHS, Inc., Gravois Mills, Missouri, USA 1 IP Page 1 of l CF Dull From: Jeff Bridges [jbriidges @appollosystems.com] Sent: Monday, October 26, 2009 1:58 PM To: cf.dull @gephartelectric.com Cc: Chuck Willis Subject: Oak Park Heights RFP # 10A, 11A and 12A CF, Here is the pricing for RFP # 10A, 11A, and 12A: RFP #10A — Material Cost - $75.00 + 10%. $ 82.50, Labor at $ 75.00 per hour — 2 hours = $150.00, Total = $ 232.50 REP #11A — Material Cost - $1725.00 + 10% _ $ 1897.50, Labor at $ 75.00 per hour — 23 hours = $ 1725.00, Total Q RFP #12A— Material Cost - $985.00 + 10% = 1083.50, Labor at $75.00 per hour — 12 hours = $900.00, Total = $1983.50 Jeff AFPOl..LO 4 Jeff Bridges 763- 390 -6079 DID 763 - 424 -5408 FAX 1 0/26/2009 • Owner El CONTRACT ADMINISTRATION Architect t p • WORK CHANGES PROPOSAL REQUEST Contractor 'I Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Twelve -A (12A) (Modified) (name, address) 14168 Oak Park Blvd North (modifications in italic text) Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 20, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 S THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Relocate Card Access (Electrical Work only) at additional locations in Upper Level within New City Hall as follows: from-Opening 103 to Opening 118 and from Opening 122 to Opening 129 and from Opening 102A to Opening 140. 2. Provide Card Access (Electrical Work only) at additional location in Upper Level within New City Hall as follows: Opening 118. Attachments: (Here insert listing of documents that support description.) (none) ISSUED BY: Randy Engel, RA, AS ‘.'.11°.-1'14 rchitect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 -784 -1583 JO RGENSON www•JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 12-A (MODIFIED) DATE: OCTOBER 26, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 12 -A (MODIFIED) TO RELOCATE THE CARD ACCESS (ELECTRICAL WORK ONLY) AT ADDITIONAL LOCATIONS IN THE UPPER LEVEL OF THE NEW CITY HALL FROM OPENING 122 TO OPENING 129 AND FROM OPENING 102A TO OPENING 140; PROVIDE CARD ACCESS (ELECTRICAL WORK ONLY) AT ADDITIONAL LOCATION IN THE • UPPER LEVEL OF THE NEW CITY HALL FOR OPENING 118. GEPNART ELECTRIC COMPANY $ 3,036.00 KI 5% COMMISSION 152.00 TOTAL ADD FOR PR No. 12-A (MODIFIED) $ 3,188.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. FROM: STEVEN M. GANSMOE PROJECT MANAGER CC: THERE ARE _(5)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • _GEPHART ELECTRIC October 26, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request # 12A dated 10 -20 -09 Gentlemen: The above subject request results in the additional sum of $3,036.00 to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed until the proper authorization is received in our office. • Please incorporate this amount into oru• contract. Should you have any questions please contact me. Sincerely, ' GEPHART ELECTRIC CO., INC. C7LWI CF Dull Project Manager CFD /cn 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484-4900 EEO /AA Employer • • 3, ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: 14 / Zt /09 • Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # 3 1. Materials $ 5 10 -- 2. Equipment Rental $ — es2 3. Sales Tax 7.125 % $ _ _4 Sib 4. Subtotal Material, sum lines 1, 2 & 3 $ ( o• Z.(4 40 5. Installation Labor 10 • _flours cJ $ 78.75 per hour S_o - lQ� 6. Subtotal, sum lines 4 & 5 $ blke. 7. Overhead 10% $ & O t-ito 8. Subtotal, sum lines 6 & 7 $ `t53 IP lei 9. Subcontractor (includes 5% OH & P). .. "115.57fthrZSS $ EN2 - r 10. Total Price of Change $ 303 e A time extension of days will be required. This quotation is valid until w lc- for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer ! -.1 s ' . _ Estimate Worksheet Print . Estimate: OAK PARK HEIGHTS CITY HALL 10/26/2009 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR #12A(Sheet 23) Page 1 DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. 0 Tot. Hrs. I 1842 1 EM -1/2 EMT - CONDUIT 20.00 27.73 C 5.55 6.75 C 1.35 I 1980 1 EM -1/2 SET SCREW COUP 2.00 32.36 C 0.65 6.00 C 0.12 I 2000 1 EM -1/2 SET SCREW CONN 2.00 31.16 C 0.62 12.00 C 0.24 I 3866 1 HA -1/2 MINE STRAP -ANCH 3.00 48.77 C 1.46 37.50 C 1.13 I 1844 1 EM-3 /4 EMT- CONDUIT 20.00 53.78 C 10.76 7.50 C 1.50 I 1982 1 EM -3/4 SET SCREW COUP 2.00 48.81 C 0.98 7.50 C 0.15 I 2002 1 EM -3/4 SET SCREW CONN 6.00 51.75 C 3.11 15.00 C 0.90 I 514 1 BU -3/4 PLASTIC BUSHING 6.00 63.09 C 3.79 2.62 C 0.16 I 3868 1 HA-3 /4 MINE STRAP -ANCH 3.00 56.23 C 1.69 37.50 C 1.13 I 8188 3 WC -THHN -STRA #12 70.00 160.69 M 11.25 7.88 M 0.55 I 18000 25 PULL STRING 30.00 0.04 E 1.20 4.00 M 0.12 i 5540 1 OT-4S0 2 1 /8D COM KO 3.00 228.62 C 6.86 0.45 E 1.35 I 5612 1 OT -4SQ 2G 1/2 D PL RING 3.00 175.82 C 1.76 0.12 E 0.12 I 5596 1 OT -4SQ COVER BLANK 2.00 85.16 C 1.70 0.09 E 0.18 F 0 I &CONN 120V PWR SUPPLY 1.00 5.00 E 5.00 1.00 E 1.00 FBO F 0 CONN EX RECEPT 120V CRK 1.00 0.00 E 0.00 0.25 E 0.25 JB F 0 SUBCONTRACTOR QUOTE 1.00 0.00 E 0.00 0.00 E 0.00 INSTALLED Regular Worksheet Page Page Multiplier = 1 Material Multiplier = 1 Labor Multiplier = 1 IIIIP phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = $56.36 \ Raw Labor Hours = 10.24 Hours Confidential Information, Properly of BHS, Inc. Printout from BHSestimator (c) - BHS, Inc., Gravois Mills, Missouri, USA • Page 1 of 1 11. CF Dull • From: Jeff Bridges Abridges @appollosystems.comj Sent: Monday, October 26, 2009 1:58 PM To: cf.dull @gephartelectric.com Cc: Chuck Willis Subject: Oak Park Heights RFP # 10A, 11A and 12A CF, Here is the pricing for RFP # 10A, 11A, and 12A: RFP #10A — Material Cost - $75.00 + 10% = $ 82.50, Labor at $ 75.00 per hour — 2 hours = $ 150.00, Total = $232.50 RFP #11A— Material Cost - $1725.00 + 10% = $ 1897.50, Labor at $ 75.00 per hour — 23 hours = $ 1725.00, Total = $ 3622.50 RFP #12A — i • terial Cost - $985.00 + 10% = 1083.50, Labor at $75.00 per hour —12 hours = $900.00, otal = $1983.50 Jeff 4 &PPOLLO OD Jeff Bridges 763-390 -6079 DID 763 -424 -5408 FAX 10/26/2009 • Owner - CONTRACT ADMINISTRATION co suitant p • WORK CHANGES PROPOSAL REQUEST Contractor El Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Fourteen (14) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: September 9, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. gm Description: Modifications to Section 085619 Pass Windows: 1. Paragraph 2.5 Counters: Delete set -down counter Delete shelf and DIP tray Attachments: (Here insert listing of documents that support description.) (none) ISSUED BY: ' . ndy E • - RA, ' Architect 4 BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 - 784 -1583 JO RGENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO, 14 DATE: SEPTEMBER 28, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483-2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 14 TO DELETE THE SHELF AND DIP TRAY AT THE PASS WINDOW. INGLAS LLP ($ 450.00) • TOTAL DEDUCT FOR PR No. 14 ($ 450.00) PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. FROM: STEVEN M. GANSMOE- PROJECT MANAGER CC: THERE ARE _(2)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT RECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER • INGLAS LLP 1418 Carroll Avenue Sa. Paul, Miuue.utai 55104 Phone (651) 6454438 Fax (651) 645.4461 PROPOSAL Jorgenson Construction Attn: Steve Gansmoe WE PROPOSE TO FURNISH AND INSTALL MATERIALS AS STATED BELOW: PROJECT: Qak Park Heights City Hall DATED: 9/1112009 LOCATION: Oak Park Heights, MN ADDENDA: FOR THE SUM OF: $ DOLLARS SALES TAX ( X) INCLUDED ( ) NOT INCLUDED Per Proposal Request # 14 dated September 9, 2009 Delete shelf & dip tray at pass window DEDUCT: 4450.00> UPON PROMPT ACCEPTANCE OF THIS PROPOSAL WE PROMISE TO GIVE THE WORK OUR MOST CAREFUL ATTENTION. . • SINCERELY, Accepted: INGLAS, LLP B BY: J. Mor• . Date: L0 /I0 39t1d d1J SV1JNI Z9t t 9i99 Z0:0L 6006/11/60 • Owner CONTRACT ADMINISTRATION Architect Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor IE Field ❑ Other ❑ Seventeen (17) (Modified) PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 October 6, 2009 DATE OF ISSUANCE: OWNER: City of Oak Park Heights BUETOW & ASSOCIATES (name, address) 14168 Oak Park Blvd North ARCHITECT: 2345 RICE STREET, SUITE 210 Oak Park Heights, MN 55082 ST. PAUL, MINNESOTA TO: Jorgenson Construction 0822 (Contractor) 9255 East River Road NW ARCHITECT'S PROJ. NO: 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Electrical Lighting Modifications: 1. Delete Lighting Fixtures Type F1 (2 thus) and FIE (2 thus) in Stair A and in Stair B. Provide two (2) Type BE lighting fixtures (48" long and wall- mounted) on the Main Floor plan level of each stairway and no more than 96" above the lowest stair tread located below the lighting fixture (Stair A: Fl on the north wall and FIE on the south wall and Stair B: F1 on the east wall and FIE on the west wall). Switching and emergency power connections shall be as originally specified for the deleted lighting fixtures. (Note: Provide — Furnish and install). Attachments: (Here insert listing of documents that support description.) (none) ISSUED BY: Randy Engel, RA, AS Architect BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 y ":t 4 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 -784 -1583 JORGENSO www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 17 - REVISED DATE: OCTOBER 8, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 17 - REVISED TO DELETE (2) TYPE Fl AND (2) TYPE HE LIGHT FIXTURES AND TO ADD (4) TYPE BE LIGHT FIXTURES. GEPHART ELECTRIC COMPANY $ 2,207.00 JCI 5% COMMISSION 110.00 TOTAL ADD FOR PR No. 17 $ 2,317.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. 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 • • E L E C T R I C October 7, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall ti Proposal Request # 17 dated. 9 -28 -09 Q 1St() Gentlemen: The above subject request results in the additional sum of $2,207.00 to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed 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 CO., INC. CP Dull Project Manager CFD /cn 3550 LaBore Road, St. Paul, Minnesota 55110•(851) 484 -4900 EEO /AA Employer • i� r hti ?; . . • �'� 1 i r ,• Otis ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, tv[N 55433 -5722 Attn: Steve G. Date: to / 7 /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # 1 ' Ct 15 ' E0 ep 1. Materials $ ICAZ.• 2. Equipment Rental $ 3. Sales Tax 7.125 % $ 'I i t. t;4 4. Subtotal Material, sung lines 1, 2 & 3 $ I I 5. Installation Labor 10 . Hours Q $ 78.75 per hour $ EV3S 6. Subtotal, sum lines 4 & 5 $ 2..e2:1s vx 7. Overhead 10% $ Zeo' 8. Subtotal, sum lines 6 & 7 $ • 9. Subcontractor (includes 5% 01 & P) $ 10. Total Price of Change • $, 22o'7 o 0 A time extension of days will be required. This quotation is valid until y q q d t nt 1 wk., for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer Estimate Worksheet Print • Estimate: OAK PARK HEIGHTS CITY HALL 10/07/09 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR #17(Sheet 15) Page 1 DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. F 0 DELETE TYPE Fl -2.00 85.00 E - 170.00 0.50 E -1.00 F 0 DELETE TYPE FIE -2.00 200.00 E - 400.00 0.60 E -1.20 F 0 TYPE BE 4FT EM FIXTURE 4.00 414.55 E 1658.20 1.25 E 5.00 1 I 8560 1 WH- 3/8- 2- 14 -6FT WHIP -4.00 14.19 E -56.76 0.09 E -0.36 I 5540 1 OT -4SQ 2 1 /8D COM KO -2.00 228.62 C -4.57 0.45 E -0.90 I 5596 1 OT -4SQ COVER BLANK -2.00 85.16 C -1.70 0.09 E -0.18 I 5456 1 OT -M1 -350 1G MASONRY 4.00 723.39 C 28.94 0.52 E 2.08 1 1842 1 EM -1/2 EMT - CONDUIT 40.00 27.73 C 11.09 6.75 C 2.70 I 1980 1 EM -1/2 SET SCREW COUP 4.00 32.36 C 1.29 6.00 C 0.24 I 2000 1 EM -1/2 SET SCREW CONN 8.00 31.16 C 2.49 12.00 C 0.96 I 3866 1 HA -1/2 MINE STRAP -ANCH 6.00 48.77 C 2.93 37.50 C 2.25 I 8188 3 WC- THHN-STRA #12 130.00 160.69 M 20.89 7.88 M 1.02 Regular Worksheet Page Page Multiplier = 1 Material Multiplier = 1 Labor Multiplier - 1 Phase = 0 Phase Multiplier - 1 Page is Active. Raw Material Total - $1,092.80 Raw Labor Hours = 10.61 Hour Confidential information, Property of BMS, Inc. Printout from BHSestlmator (c) - BHS, Inc., Oravois Milis, Missouri, USA , Owner CONTRACT ADMINISTRATION Architect Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor • Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Nineteen (19) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 13, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. d escription: Reimburse Owner for MPCA Minnesota s a Pollution Control Agency Fine for site water discharge event(s). Attachments: (Here insert listing of documents that support d .. ( g f ppo t escrtpt:on.) (MPCA Letter) ISSUED BY: Randy Engel, RA, AS t' S9 rchitect BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 Wed, Oct •1.4, -2009 8:00 AM Subject: FW: MPCA NPDES Inspection of C00027627 Ma te: Friday, September 25, 2009 1:24 PM om: Eric Johnson <eajohnson @cityofoakparkheights.com> To: Judy Hoist <jholst @cityofoakparkheights.com> Cc: Randy Engel <randy_engel @buetowarchitects.com >, Michael Lueth <michaellueth @buetowarchitects.com> Conversation: MPCA NPDES Inspection of C00027627 Judy, The City has been advised by the MPCA that there were two penalties issued to the City as well as to Jorgenseon Construction for the minor stormwater violation in July. The City did require that Jorgenson pay this fine, $1750.00 and they did pay this, However there was a misunderstanding - what occurred is that both parties were fined the same amount, not just one penalty. In any case, in discussing this with the Jorgenson, they acknowledged that they will Y 9 Y also pay this additional $1,750.00. To facilitate the process, we have agree to pay this amount to the MPCA so they may quickly close their file, and will then bill Jorgenson. Sent payment to: • Payment the n r i bl penalty amount of $ to the Minnesota Pollution Control Agency within Regulated t Party seeks review of this ►rd r. The died Coordmator , Minnesota llut n Control A ne j Minnesota 55155-4194. Thanks Eric • Original Message Page 1 of 7 From: Nelson, Shawn [ mailto: Shawn. Nelson @state.mn.us] IV nt: Thursday, September 24, 2009 11:02 AM : Eric Johnson Subject: RE: MPCA NPDES Inspection of C00027627 Both APOs attached. Shawn Nelson Pollution Control Specialist Municipal Division Compliance and Enforcement 651- 757 -2604 shawn.nelson@pca.state.mn.us Original Message From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com] Sent: Thursday, September 24, 2009 10:56 AM To: Nelson, Shawn Subject: RE: MPCA NPDES Inspection of C00027627 Shawn, I received a call from mayor beaudet this morning inc Ik -- Original Message Nelson, Shawn [ mailto :Shawn.Nelson@state.mn.us] Sent: 23, Tuesday, June 23 2009 11:26 AM To: Eric Johnson; steve @jorgensonconstruction.com Cc: glen @jorgensonconstruction.com Subject: MPCA NPDES Inspection of C00027627 Gentlemen, Inspection report and Letter of Warning attached for your attention, review and action. Shawn Nelson Pollution Control Specialist Minnesota Pollution Control Agency Construction Stormwater- o mpliance and Enforcement Unit Page 2 of 7 Owner Architect CONTRACT ADMINISTRATION Consultant ❑ 4 , 1 WORK CHANGES PROPOSAL REQUEST Contractor El Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Twenty (20) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 6, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 ao THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Modifications to Specification Section 16050 2.05 Extra Equipment and Materials: 1. Delete ten (1)) Type A Light Fixtures. 2. Delete five (5) Type E Light Fixtures. Attachments: (Here insert listing of documents that support description.) (none) ISSUED BY: Randy Engel, RA, AS ill Architect BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 a ` -' VIM 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 -784 -3877 FAX 763 - 784 -1583 JORGENSON ww'w•JorgensonConstruction . c om CONSTRUCTION INC. PROPOSAL REQUEST NO, 20 DATE: OcroBER 20, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 20 TO DELETE (10) TEN TYPE A LIGHT FIXTURES AND (5) FIVE TYPE E LIGHT FIXTURES. GEPHART ELECTRIC COMPANY ($ 1,989.00) TOTAL DEDUCT FOR PR No. 20 ($ 1,989.001 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. FROM: S TEVEN 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 • • �I T G��AR ELECTRIC October 20, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City hall Proposal Request #20 dated 10 -6 -09 Gentlemen: The above subject request results in the deduct amount of $1,989.00 to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed until the proper authorization is received in our office. • Please incorporate this amount into our contract. Should ou have any questions lease contact me. Y Yq P Sincerely, GEPHART ELECTRIC CO., INC. CF Dull Project Manager CPD /on 3550 LaBore Road, St. Paul, Minnesota 55110 • (851) 484 -4900 EEO(AA Employer • 11, 5 � aG ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: +a / Zo /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request tt 2cD 1. Materials $ < 17-50 ri) 2. Equipment Rental $ -+ / 3. Sales Tax 7.125 % $ '\ p4 - oto 4. Subtotal Material, sum lines 1, 2 & 3 $ < 13 3g' )' z5 lo 5. Installation Labor . <5 1 -). >Hours @ $ 78.75 per hour $ < 1.49 '15\ 6. Subtotal, sum lines 4 & 5 $ °+ t . J 7. Overhead 10% $ S. Subtotal, sum lines 6 & 7 $ • 9. Subcontractor (includes 5% OH & P) S CP 10. Total Price of Change $ < 19W1 A time extension of _ days will be required. This quotation is valid until for written acceptance. Should this 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. Ifa formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484-4900 EEO /AA Employer • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CITY HALL 10/20/09 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR #20(Sheet 17) Page 1 DB # Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. F 0 DELETE SPARE TYPE A -10.00 100.00 E - 1000.00 0.50 E -5.00 F 0 DELETE SPARE TYPE E -5.00 50.00 E - 250.00 0.65 E -3.25 Regular Worksheet Page Page Multiplier = 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = ($1,250.004 Raw Labor Hours = -8.25 Hours • Confidential Information. Property of BHS, Inc. Printout from BHSeslimator (c) - BHS, Inc., Gravois Mills, Missouri, USA • ' Owner Architect ED CONTRACT ADMINISTRATION Consultant ❑ 4 , WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Twenty -Two (22) Revised (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 27, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 0 THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Revise electrical services to Well Pump Building to accommodate serving UH5 and UH6. Attachments: (Here insert listing of documents that support description) M & E Engineering, Inc. Proposal Request No. E7 (Revised) ISSUED BY: Randy Engel, • d' ' S Architect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 0 - - - . EXISTING DISCONNECTS SERVING EXISTING TRANSFORMERS. WITH 2 ' 20 �3/D ct�k� � , J 'jl ff it/e- f CONNECT TO EXISTING, 1NSIOE PUMP ROOM. TWO -200 AMF .3 POLE SCUD NEUTRAL I 1 NEW 3R SERVICE DISCONNECTS. - L r \ .. t .. J L� I \ .- 1/y C, 31}0 \ C/� 1 , 14 ■ EXISTING 151REWAY Ell SYA; T INSIDE PUMP ROOM 1 i I IXt r & e} 2 ^c, 1 ; /� N s. lii . 1 /2°C. 3110 R4 GROUND BAR 1 1 I INSIDE 1 Lacs : t L 30A 3P wJ3t1A 1 _ FUSES UHS UN6 • ... • I L XiSrING WELL PUMP STAR1ER • - BASEMENT � . FLOOR i 4- __._.. _ _ fiEE 3 C =7w� 4![ 3501{CMit EACH a aY x a_+ X d Wray ba Atiegsm , u,, 6,14 -------- Li w ;,14. ry 431�k cvla -,ao,rae.«1 i •, 4*. l fry. ftiase� NOTE: TRANSFORMERS ARE WALL MOUNTED, Gidw"°��an �{p"'!4 a- Rly�dTF- 480 VOLT 3 PHASE PRIMARY AND 120/208 VOLT 3 PHASE 9 WIRE SECONDARY. EXCEPT T6. 3 fa-6,h, F� 3'gdX +d�Seo,+i1 3/0 in ¢O at al- 3" $ a- --.7 44 eye.- hobs GR Aal d ,X PANEL80ARD -. —_ .,1 PROJECT TITLE: M 8 E ENGINEERING. Inc. OAK PARK HEIGHTS CITY HALL - Consulting Engineers DRAWING TITLE: SCHEDULES 1300 Corporate Confer Curve ,101 Office: 651 - 405 - 0912 FILE: 12948 DRAWING SHEET: Eagan, Minnesota 55121 Fax: 651 - 405 - 0429 -- 2009 - - - - (� M & E EHGENEERIt3G, INC. _ DATE: 10-01 2009 E5-X1 R PR #E7 REVISED • i t '• r _ .. 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763- 784 -3877 FAX 763 - 784 -1583 JORGE NSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 22 - REVISED DATE: OCTOBER 27, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT 651 FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 22 - REVISED TO REVISE THE ELECTRICAL SERVICES TO THE WELL PUMP BUILDING TO ACCOMMODATE SERVING UH5 AND UH6 INCLUDING MODIFICATIONS TO DRAWING E5 -X1. 4111 3,020.00 GEPHART ELECTRIC CO MPANY JCI 5% COMMISSION 151.00 III TOTAL ADD FOR PR No. 22R $ 3,171.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. J FROM: STEVEN M. GANSMOE - PROJECT MANAGER CC: THERE ARE _(5)_ PAGE (S) INCLUDING THIS PAGE. PLEASE CALL IF YOU DO NOT R ECEIVE ALL OF THE PAGES. AN EQUAL OPPORTUNITY EMPLOYER dl■ • GEPHART ELECTRIC October 27, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request #22 dated 10 -16-09 with Modified Drawing E5 -X1 Gentlemen: The above subject request results in the additional sum of $3,020.00 to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed 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 CO., INC. drOLA) CF Dull Project Manager CFD/kd 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer • • ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: I ° / Z /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # L Materials s 1`60e 2. Equipment Rental $_._ 3. Sales Tax 7.125 % $ 9 � c6 4. Subtotal Material, sum lines 1, 2 & 3 $ — tMO 2 o(• 't8 5. Installation Labor 11 r _Hours Q $ 78.75 per hour $ I V4-1- - 6. Subtotal, sum lines 4 & 5 $ 2 • 7. Overhead 10% $ Z- 5 s 3. Subtotal, bt tai , sum lines 6 & 7 $ 2D S 9. Subcontractor (includes 5% ON & P) $ — 10. Total Price of Change $ 3=20 -- days will be required. This quotation is valid until 1%.411. for A time extension of y q q written acceptance. Should this request be table an authorized signature of the Architect, Owner, t acceptable, Construction Manager, or General Contractor is required to proceed until a written change order is received. If a formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer • • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CI TY HAL 10/27/09 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR#22(Sheet 21) Page 1 OB it Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. 0 Tot. Hrs. E 0 DELETE 400A DISCONNECT -1.00 634.00 E -634.00 11.00 E -11.00 SWITCH F 0 DELETE 30A NF DISC -1.00 56.00 E -56.00 2.20 E -2.20 SWITCH I 8214 4 WC- THHN -STRA #350MCM - 120.00 5191.59 M - 622.99 57.00 M -6.84 F 0 200A 3P FUSE DISC SWITCH 2.00 440.00 E 880.00 7.70 E 15.40 F 0 200A FUSES 6.00 0.00 E 0.00 0.00 E 0.00 F 0 30A 3P FUSE DISC SW 2.00 112.00 E 224.00 2.20 E 4.40 F 0 30A FUSES 3.00 0.00 E 0.00 0.00 E 0.00 F 0 20A FUSES 9.00 0.00 8 0.00 0.00 E 0.00 F 0 24 "X24 "X8" WP HOFF BOX 1.00 325.17 E 325.17 5.00 E 5.00 W /MTG PLT I 5364 2 NI -GR- NIPPLE 3 X 4 2.00 1996.16 C 39.92 0.49 E 0.98 I 4862 2 LO-3 LOCRNUTS 8.00 282.11 C 22.57 9.00 C 0.72 I 526 2 130 -3 PLASTIC BUSHING 4.00 234.58 C 9.38 9.00 C 0.36 I 648 2 CO -3 MEYER HUBS 2.00 5629.37 C 112.59 0.45 E 0.90 I 644 2 CO -2 MEYER HUBS 2.00 2031.56 C 40.63 0.27 E 0.54 F 0 ILSCO PWR DIST BLOCKS 4.00 57.06 E 228.24 0.25 E 1.00 I 8208 4 WC -THHN -STRA #3/0 200.00 3696.42 M 739.28 39.00 M 7.80 Regular Worksheet Page Page Multiplier - 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier - 1 Page is Active. Raw Material Total = $1,308.80 Raw Labor Hours = 17.06 Hours Confidential Information, Property of BHS, Inc. Printout from BHSestimator (c) - BHS, Inc., Gravois Mills, Missouri, USA IP • • Owner Architect CONTRACT ADMINISTRATION Consultant ❑ WORK CHANGES PROPOSAL REQUEST Contractor Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Twenty -Three (23) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 16, 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 proposed modifications to the Contract Documents described herein. Within ten working days (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 al THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Provide one additional of each light fixture type N on south side of and in Room 101 Rotunda adjacent to other similar light fixtures in conjunction with other light fixture types M and N in the Rotunda . Include lighting controls complete. Attachments: (Here insert listing of documents that support description) (None) ISSUED BY: • andy Engel, r. AS rchitect • BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 • 4 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763- 784 -3877 FAX 763 - 784 -1583 JORGENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO. 23 DATE: OCTOBER 22, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483-2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 23 TO PROVIDE (1) ONE TYPE N LIGHT FIXTURE IN Room 101 ROTUNDA. GEPHART ELECTRIC COMPANY $ 851.00 JCI 5% COMMISSION $ 43.00 TOTAL ADD FOR PR No. 23 $ 894.00 PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. 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. .•1N EQUAL OPPORTUNITY EMPLOYER • • • GEPHART ELECTRIC October 22, 2009 Attn: Steve G. • JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Hall Proposal Request # 23 dated 10 -16 -09 II I Gentlemen: The above subject request results in the additional suns of $ 851.00 to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed 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, GEI'IiART ELECTRIC CO., INC. CF Dull Project Manager CFD /cn 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer !II • 4v�t rkhL W rr i �j x t? y " t , ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attn: Steve G. Date: lot aa• /09 Re: OAK PARK HEIGHTS CITY HALL ' a Proposal Request a3 The following costs for Prol # q 1. Materials $ tea-• 2. Equipment Rental S 3. Sales Tax 7.125 % $ 35 • - t'1 4. Subtotal Material, sum lines 1, 2 & 3 $ 531 2Y 5. Installation Labor 3 Hours © $ 78.75 per hour $ �' 2 6. Subtotal, sum lines 4 & 5 $ 1 — V-4 • :q 7. Overhead 10% $ 1-1 Liz 8. Subtotal, sum lines 6 & 7 $ • • 9. Subcontractor (includes 5% OH & P) $ oc+ 10. Total Price of Change $ 851 • A time extension of days will be required. This quotation is valid until 1 t.t 4 for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Date 3550 LaSore Road, St. Paul, Minnesota 55110 • (651) 484.4900 EEO /AA Employer • Estimate Worksheet Print Estimate: OAK PARK HEIGHTS CITY HALL 10/22/2009 Estimated by: CFD File: OAK PARK HEIGHTS CITY HALL,bhs Location: PR#23(Sheet 20) Page 1 DB ik Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. F 0 TYPE M 8 -1FT WHITE LED 1.00 502.00 E 502.00 3.00 E 3.00 Regular Worksheet Page Page Multiplier = 1 Material Multiplier - 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = $502.00' Raw Labor Hours = 3.00 Hours • Confidential Information, Property of BHS, Inc. Printout from BHSestlmator (c) - BHS, Inc., Gravois Milts, Missouri, USA • Owner CONTRACT ADMINISTRATION Architect t p WORK CHANGES PROPOSAL REQUEST Contractor ►�� Field ❑ Other ❑ PROJECT: Oak Park Heights City Hall PROPOSAL REQUEST NO: Twenty -Five (25) (name, address) 14168 Oak Park Blvd North Oak Park Heights, MN 55082 DATE OF ISSUANCE: October 16, 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 proposed modifications to the Contract Documents described herein. Within ten working days (10 , the Contractor must submit this proposal or notify Y ) P p Y 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 O T PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Deletes color versions of light fixture type G and N and provide white light version. Attachments: ere insert listing o documents that support descr tion. (H S .f PP i P ) M & E Engineering, Inc. Electrical Clarification No. EC3 ISSUED BY: Randy Engel, RA, AS Architect BUETOW & ASSOCIATES. 2345 Rice Street Suite 210 St. Paul, Minnesota Phone: 651.483.6701 tCL 2 S M kE ENGINEERING, Inc. Corporate Cffi-405 -0912 Eagan , Minnesota 55121 Center urve, Suite 101 O Fax: ce: 651 651 - 405 - 0929 Consulting Engineers E -mail: engineering @MandE - inc.com • ELECTRICAL CLARIFICATION NO. EC3 To all Mechanical and Electrical bidders for Oak Park Heights City Hall Oak Park Heights, MN October 5, 2009 M & E Commission Number 12908 This electrical clarification deletes the color versions of light fixture types G and N and provides the white light versions. ELECTRICAL ITEM #1: Revise the catalog numbers for light fixture types G and N as follows. G: Visual Lighting #MGIE -0906- 425 -0 -NX- 901 -010 -350 -U N: Lightolier # CWL421212- CLMT2548- CWLPC120- CWLJC12. Attachments: None. • END OF ELECTRICAL CLARIFICATION NO. EC3 • 1of1 • 9255 East River Road N.W. Coon Rapids, MN 55433 -5722 763 - 784 -3877 FAX 763 - 784 -1583 JORG ENSON www.JorgensonConstruction.com CONSTRUCTION INC. PROPOSAL REQUEST NO, 25 DATE: OCTOBER 23, 2009 TO: BUETOW AND ASSOCIATES, INC. ATTN: RANDY ENGEL — PROJECT ARCHITECT FAX #: (651) 483 -2574 RE: OAK PARK HEIGHTS CITY HALL COMMENTS: RANDY, ENCLOSED IS A BREAKDOWN OF COSTS ASSOCIATED WITH PROPOSAL REQUEST 25 TO PROVIDE WHITE LIGHT VERSIONS OF LIGHT FIXTURE TYPE G AND N IN LEIU OF COLOR VERSIONS. GEPHART ELECTRIC COMPANY ($ 5,356.00) • TOTAL DEDUCT FOR PR No. 25 ($ 5,356.00) PLEASE REVIEW AND PROVIDE DIRECTION IN WRITING IF WE ARE TO PROCEED WITH THE ABOVE REFERENCED ITEM. 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 OPPOR7UNITY EMPLOYER • • • • • GEPNART ELECTRIC October 23, 2009 Attn: Steve G. JORGENSON CONSTRUCTION 9255 East River Road NW Coon Rapids, MN 55433 -5722 Re: Oak Park Heights City Ball Proposal Request # 25 dated 10 -16 -09 Gentlemen: The above subject request results in the deduct amount of < $5,356.00 > to our contract. Enclosed are the total itemized breakdowns. No additional work will be completed 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, GEPHAART CO., INC. CF Dull Project Manager CFD /cn 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA Employer • F ! 7 • t o ELECTRIC To: JORGENSON CONSTRUCTION 9255 EAST RIVER ROAD NW COON RAPIDS, MN 55433 -5722 Attu: Steve G. Date: 10 / 23 /09 Re: OAK PARK HEIGHTS CITY HALL The following are costs for Proposal Request # 2S L Materials $ < 5=00 . 2. Equipment Rental $__ : 3. Sales Tax 7,125 % $ < 35 to'•� 25 4. Subtotal Material, suns lines I, 2 & 3 $_ A 53rd' 5. Installation Labor _Hours @ $ 78.75 per hour $ 6. Subtotal, sum lines 4 & 5 $ 7. Overhead 10% $ 8. Subtotal, sum lines 6 & 7 $ • 9. Subcontractor (includes 5% OA & P) $ 10. Total Price of Change $ < S 35ta . } A time extension of — days will be required. This quotation is valid until 1 kt for written acceptance. Should this 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 formal change order is not received by , the work described above shall stop. Acceptance Title Dale 3550 LaBore Road, St. Paul, Minnesota 55110 • (651) 484 -4900 EEO /AA-Employer Estimate Worksheet Print • Estimate: OAK PARK HEIGHTS CITY HALL 10/21/2009 Estimated by: CI=D File: OAK PARK HEIGHTS CITY HALL.bhs Location: PR#25 /EC- 3(Sheet 19) Page 1 DB t Ph. Description Quantity Mat. Cost U Tot. Mat. Lab. Hrs. U Tot. Hrs. F 0 REVISE TYPE 0 TO ALL -1.00 2000.00 E - 2000.00 0.00 E 0.00 WHITE LOT F 0 REVISE TYPE N TO ALL -1.00 3000.00 E - 3000.00 0.00 E 0.00 WHITE LOT Regular Worksheet Page Page Multiplier - 1 Material Multiplier = 1 Labor Multiplier = 1 Phase = 0 Phase Multiplier = 1 Page is Active. Raw Material Total = ($5,000,{ Raw Labor Hours = 0.00 Hours 4 Confidential Information, Property of BHS, Inc. Printout from BHSestimator (c)- BHS. Inc.. Oravois Mills, Missouri, USA 11 . 4