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Home My WebLink AboutPeters Construction Corp-3/22/2010* AI ® Document G701' Change Order 2001 PROJECT: (Name and address) Waterloo Boat House Cedar River & Park Road waterloo, Iowa T9e€ersSTalt i icgnd e.$) 901 Black Hawk Road Waterloo, Iowa 50701 CHANGE ORDER NUMBER: 1 DATE: 3/5/10 ARCHITECT'S PROJECT NUMBER CONTRACT DATE: CONTRACT FOR: 11/17/09 General Construction 2009-0010 OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD 0 OTHER 0 The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) Rive unsuitable material - re -compact. See attached Change Request #1. Add: $1,026.95 Add flood relief vents. See attached Change Request #3. Add: $5,934.30 The original (Contract Sum) (G am l lee) was The net change by previously authorized Change Orders The (Contract Sum) (G tt c t .P -sire) -prior to this Change Order was The (Contract Sum) (Cmaraatee& atm-Priee)-will be (increased) (decreased) (trneha ged•) by this Change Order in the amount of $ 842, 320.00 $ 0.00 $ 842,320.00 The new (Contract Sum) (GuatantteedMaxim mPrice) including this Change Order will be $ The Contract Time will be (ereased) (4eereased) (unchanged) by ( ) days The date of Substantial Completion as of the date of this Change Order therefore is May 31, 2010. (Note: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive.) 6,961 .25 849, 281 .25 NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. AHTS Architects, P.L.C.- ARCHITECT (Firm name) 327 E. 4th Street, Ste. Waterloo, IA 50703 ADD Peters Construction Corp. 204 CONI'RACTBlacK t1 WK Road Waterloo, 'IA 50701 ADI ESS 3Y (Signature) / Larry Kurtz (Typed name) 3/5/1. 0 DATE fti. Ill ture) City of Waterloo, Dept. of Leisure OWNER (Firm name) Services 1101 Campbell Avenue (Signature) David S. Peters, President Mayor Ernest G. Clark (Typed name) CI -4. 1 \II tb DATE (Typed name) 1249'00 DATE CAUTION: You should sign an original AIA Contrac Document, on which this text appears in RED. An original assures that changes will not be obscured. AIA Document G701 T"^ — 2001. Copyright © 1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. IL&i4 TM Document G7OITM- 2001 Instructions Change Order GENERAL INFORMATION Purpose AIA Document G701 is for implementing changes in the Work agreed to by the Owner, Contractor and Architect. Execution of a completed G701 indicates agreement upon all the terms of the change, including any changes in the Contract Sum (or Guaranteed Maximum Price) and Contract Time. Use of Current Documents Prior to using any AIA Contract Document, users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA. There is no implied permission to reproduce this document, nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G701, but only for use in connection with a particular project. The AIA will not permit reproduction outside of the limited license for reproduction granted above, except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement (EULA). To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. COMPLETING THE G701 FORM Description of Change in the Contract Insert a detailed description of the change or reference specific exhibits describing, in detail, the change to be made in the Contract by this Change Order. Include any drawings, specifications, documents or other supporting data to clarify the scope of the change. Determination of Costs Insert in the blanks provided, or strike out the terms in parentheses that do not apply, the original Contract Sum or Guaranteed Maximum Price; the net change by previously authorized Change Order (note that this does not include changes authorized by Construction Change Directive unless such changes were subsequently agreed to by the Contractor and recorded as a Change Order); the Contract Sum or Guaranteed Maximum Price prior to this Change Order; the amount of increase or decrease, if any, in the Contract Sum or Guaranteed Maximum Price; and the new Contract Sum or Guaranteed Maximum Price as adjusted by this Change Order. Change in Contract Time Insert in the blanks provided, and strike out the unused terms in parentheses, the amount (in days) of the increase or decrease, if any in the Contract Time. Also insert the date of Substantial Completion, including any adjustment effected by this Change Order. EXECUTION OF THE DOCUMENT When the Owner and Contractor, in occurrence with the Architect, have reached agreement on the change to be made in the Contract, including any adjustments in the Contract Sum (or Guaranteed Maximum Price) and Contract Time, the G701 document should be executed in triplicate by the two parties and the Architect, each retaining an original. AIA Document G701 TM - 2001. Copyright © 1979, 1987, 2000, and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. PETERS CONSTRUCTION CORPORATION To: Larry Kurtz AHTS Architects, P.L.C. 327 E. 4th St. Ste. 204 Waterloo, IA 50703 Ph: (319)233-1163 Fax: (319)233-9863 Change Request Description: Remove Unsuitable Material - Re -Compact Source: Other # Field Cond. Number: 1 Date: 3/2/10 Job: 09-050 Waterloo Boat House Phone: We are pleased to offer the following specifications and pricing to make the following changes: Costs to remove unsuitable material and install suitable material as requried by Geotechnical Engineer: 12/16/2009: Encountered rubble and loose fill - 3 CY material removed and replaced. Geotechnical Engineer on-site to investigate conditions. 901 Black Hawk Road Waterloo, IA 50701 Ph : 319-236-2003 1/8/2010, 1/11/2010: Encountered loose fill material - at elevator pit and grid 1 footings - instructed by Terracon to compact existing fill (settled approx 6") and add compacted fill on-site to get to bearing. No removal required - 4 MH expended in recompacting (re -testing by Terracon concurrent with next visit - no additional costs for them). Description Labor Material Equipment Subcontract Other Price Overexcavation - 12/16 Add'I Testing - 12/16-12/17 Add'I Compaction - 1/9-1/11 Add'I Testing - 1/11 - none $150.00 $120.00 $611.50 $150.00 $611.50 $120.00 Subtotal: $881.50 Bond/Insurance $881.50 1.50% $13.22 Fee $881.50 15.00% $132.23 Total: $1,026.95 Please note that Peters Construction Corporation will require an extra 1 day. If you have any questions, please contact me at 319-236-2003. Submitted by: Dan Keagle Peters Construction Corp. Cc: File Approved by /`��- Date- _ - - 0 Page 1 of 1 6612 Chancellor Dr.;Suite 102 Cedar Falls, IA 50613-5644 319-277-4016 INVOICE Project Manager: Wade Hammersley Project: Waterloo Boat House Project Construction Testing Services Waterloo, IA To: Peters Construction Co Attn: Dan Keagle 901 Blackhawk Rd PO Box 2940 Waterloo, IA 50704 DEC 3 2009 'k:Ihiss GONSTRUPQN REMIT TO: Invoice Number: T092057 Terracon Consultants, Inc. P.O. Box 931277 Kansas City, MO 64193-1277 Federal E.I.N.: 42-1249917 Project Number: Invoice Date: Services Through: 13091147 12/28/2009 12/19/2009 If you have any questions regarding this invoice, please contact us at 319-277-4016. Date 12/16/09 12/16/09 12/16/09 12/17/09 12/17/09 12/17/09 12/17/09 12/17/09 12/17/09 12/17/09 12/19/09 Report 13091147.0001 13091147.0001 13091147.0002 13091147.0003 13091147.0003 13091147.0004 13091147.0005 13091147.0006 13091147.0006 13091147.0006 13091147.0008 12/19/09 13091147.0008 12/19/09 13091147.0008 12/19/09 month Description of Services Senior Engineering Technician, per hour Trip Charge, each Standard Proctor (ASTM D-698), each Senior Engineering Technician, per hour Trip Charge, each Senior Engineering Technician, per hour Standard Proctor (ASTM D-698), each Technician - Level II, per hour Trip Charge, each Field Density Test by Nuclear Method, each Compressive Strength C39(for Our Lab) Made by Contractor, ea Cylinder Mold, each Strip & Cure Cylinders Not Tested, each Project Manager, per hour Quantity 2.00 1.00 1.00 1.50 1.00 0.50 1.00 3.00 1.00 8.00 4.00 5.00 1.00 0.50 Rate $61.00 $10.00 $105.00 $61.00 $10.00 $61.00 $105.00 $46.00 $10.00 $5.00 $12.00 $1.50 $12.00 $74.00 Total 1 $122.0 $122 $10»0 $10 $105.0 $105 $91. TO $91.5 $10.fi $10 $30.5? $105..p $105 $138.0 $138 $10. 0 $40.0 $30 $48. 0 $7.50 $12.00 $37.00 Invoke Total $766.50 7 Testing work associated with unsuitable soils Total $611.50 We accept MasterCard, VISA, and Discover. Please call (800) 693-7777, option 12, with your electronic payment or credit card information. TERMS: DUE UPON PRESENTATION OF INVOICE Page 1 of 1 'FOUNDATION OBSERVATIONS REPORT Report Number: Service Date: Report Date: Task: 13091147.0013 01/08/10 01/25/10 6612 Chancellor Dr. Cedar Falls, IA 50613-5644 319-277-4016 1 Client Peters Construction Co Attn: Dan Keagle 901 Blackhawk Rd PO Box 2940 Waterloo, IA 50704 Project Waterloo Boat House Project Construction Testing Services Waterloo, IA Project No. 13091147 Shallow Foundation Excavation Observation Test Location / Gridline Approved Bearing Pressure,.psf 1,500 @ -1.0' r Comments and Recommendations '_ Recommend surficial compaction Y_, SW corner of building. About 15' north of SW corner. 1,500 @ -1.0' Recommend surficial compaction Pier footing 12' east of SW corner. 1,500 @ -1.0' Recommend surficial compaction SW corner of building. 1,500 @ -0.50' / Recommend surficial compaction t s .-Gr ., =',• 9 d Retest of above location -i,____ About 15' north of SW corner. 1,500>\ Pier footing 12' east of SW corner. 1,500 Soils not suitable - add'I re -compaction required Summary: Soil conditions encountered were similar to those described in our Geotechnical Engineering Report dated September 7, 2009 (Terracon Job No. 13095087.01). At the location tested, foundation soils in our opinion appeared suitable for the maximum net allowable bearing pressure of 1,500 psf as indicated in our geotechnical engineering report, provided the above referenced recommendations were followed. Services: Perform observation and testing of foundation subgrade. I'erracon Rep: Douglas C.King teported To: Ben w/ Peters 7.0ntractor: Report Distribution (1) Peters Construction Co Reviewed b Lunch/Nonchargeable: Wade D. Ha ersley Project a . _er II he tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client idicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to ie actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 -FOUNDATION OBSERVATIONS REPORT Report Number: Service Date: Report Date: Task: 13091147.0014 01/11/10 01/20/10 r 6612 Chancellor Dr. Cedar Falls, IA 50613-5644 319-277-4016 Client Peters Construction Co Attn: Dan Keagle 901 Blackhawk Rd PO Box 2940 Waterloo, IA 50704 Project Waterloo Boat House Project Construction Testing Services Waterloo, IA Project No. 13091147 Shallow Foundation Excavation Observation Test Location / Gridline Approved Bearing Pressure, psf Comments and Recommendations About 4' south of NW building corner, 1,500 Surficial compaction was performed prior to Terracon arrival. SW corner of elevator pit. 1,500Surf is co •action as •erformed 'dor to Terracon arrival. `,YYYYY�"Y',"�'Y,"Y SW building corner. 1,500 Surficial compaction was performed prior to Terracon arrival. Retest from Report No. 13091147.0013 observation date 1/8/2010 Summary: Soil conditions encountered were similar to those described in our Geotechnical Engineering Report dated September 7, 2009 (Terracon Job No. 13095087.01). At the location tested, foundation soils in our opinion appeared suitable for the maximum net allowable bearing pressure of 1,500 psf as indicated in our geotechnical engineering report, provided the above referenced recommendations were followed. Services: Perform observation and testing of foundation subgrade. Terracon Rep: Brad O. Foulk Reported To: Ben w/ Peters Contractor: Report Distribution (1) Peters Construction Co Reviewed by Lunch/Nonchargeable: ersley Proje k an Ii "he tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client ,dicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to le actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 PETERS CONSTRUCTION CORPORATION To: Larry Kurtz AHTS Architects, P.L.C. 327 E. 4th St. Ste. 204 Waterloo, IA 50703 Ph: (319)233-1163 Fax: (319)233-9863 Change Request 1 Description: PR #1 - Added Flood Relief Vents Reason: Proposal Request Initiated by: Larry Kurtz (AHTS Architects) Source: Other # PR #1 Number: 3 Date: 12/28/09 Job: 09-050 Waterloo Boat House Phone: We are pleased to offer the following specifications and pricing to make the following changes: Provide Flood Relief Vents per PR #1. 901 Black Hawk Road Waterloo, IA 50701 Ph : 319-236-2003 Description Labor Material Equipment Subcontract Other Price Install Flood Relief Vents (9 ea) Concrete Block -Outs (9 ea) Adjust Conc. Reinforcing (9 loc) Caulking (9 ea.) $480.00 $540.00 $135.00 $135.00 $3,029.00 $225.00 $432.00 $108.00 Bonds/Insurance Contractor's Fee If you have any questions, please contact me at 319-236-2003. $3,509.00 $765.00 $567.00 $243.00 Subtotal: $5,084.00 $5,084.00 1.50% $76.26 $5,160.26 15.00% $774.04 Total: $5,934.30 Submitted by: Dan Keagle Peters Construction Corp. Cc: Ben Christie, File Approved b Date Page 1 of 1