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HomeMy WebLinkAboutContract 21312131 IA Document A101/CMa'" -1992 Standard F©rm ot'Agreement Between owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the Fourteenth day of October in the year of Two Thousand Eight ADDITIONS AND DELETIONS: (In words, indicate day, month and year) The author of this document has added information needed for its BETWEEN the Owner: completion. The author may also (Name and address) have revised the text of the original AIA standard form. An Additions and City of Columbia Heights Deletions Report that notes added 590 40th Avenue Northeast information as well as revisions to Columbia Heights, MN 55421 the standard form text is available from the author and should be and the Contractor: reviewed. A vertical line in the left {Name and address) margin of this document indicates where the author has added Steenberg-Watrud Construction ~-,L,G, necessary information and where 10967 Clark Road the author has added to or deleted Inver Grove Heights, MN 55077 from the original AiA text. This document has important legal For the following Project: consequences. Consultation with an {Laclude detailed descriptiwa of Project, location, address and scope.) attorney is encouraged with respect to its completion or modificatiori. Columbia Heights Public Safety Center 825 41st Avenue Northeast The 1992 Edition of AIA Document Columbia Heights, MN 55421. A2t)1/CMa,General Conditions of New Public Safety Center the Contract for Construction, Construction Manager-Adviser Edition, is adapted in this document The Construction Manager is: by reference. Do not use with other {Name and address) general conditions unless this document is modified. EDS Builders, Inc. 404A Saint Croix Trail North Lakeland, MN 55043 The Architect is: (Name and address) Buetow and Associates 2345 Rice Street Suite 210 St. Paul, MN 55113 The Owner and Contractor agree as set forth below. Init. AIA Document A10t/CMaT"" -1992. Copyright O 1992 by The American Institute of Architects. Ail rights reserved. protected by tE, t i_a seed €nternationai Treads red rei '3 Tr + a may resu9t Sn sacra .e and crirninai penalties, and wiE! tse p. cuted fa tha T =nt pc g b9e under / AiA software at 11:45:41 on 1 0/1 6120 0 8 under Order No.1000364084_t which expires on 7/15/2009, and is not for resale. User Notes: ' 6 95 et s r. This doeumenc was produced by (2977070731) ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions}, Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: Section 00300 Bid Division CH2-03-1 Concrete ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement is the date from which the Contract Time of Section 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made far the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner, through the Construction Manager, in writing not less than five days before commencing the Work to permit the timely tiling of mortgages, mechanic's liens and other security interests. § 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than { }days after the Date of Commencement. {Insert the calendar date or number of calendar days after the date of comntencernent. Also insert any requirements for earlier Substantial Completion of certain portions of the Work, if not stated elsewhere in the Contract Documents.) Portion of Work Substantial Completion date subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time.) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor in can-ent funds for the Contractor's performance of the Contract the Contract Sum of Eight hundred five thousand two hundred dollars 00/100ths {$ 805,200.00 }, subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions an other alternates are to be made by the Dwner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the u.r.c.rsrar. wr curs urtu :rtc uutc urcttt wrist, rt taut untvurtt t~ vuttU./ Pdo Alternates Init. AIA Document A101(CMaTM -1992. Copyright ©1992 by The American Institute of Architects. All rights reserved. ~ prs t l' ty v and t¢atarrsatior€aS i'reatias. 4Jnauttaorized reproduction or distritsution cat t ,c t, s ~ of :., 2 may re. sl s savors c'svii nd cr6rnieza€ penatties, and wil@ be ~rroseeuted to the rnaximurca extent pcsssfir!e under f nis document was produced by / AIA software at 11:45:41 on 10/16/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: (2977070731) § 4.3 Unit prices, if any, are as follows: Description Units Price ($ 0.00) ARTICLE 5 PROGRESS PAYMENTS § 5.1 Based upon Applications for Payment submitted by the Contractor to the Construction Manager, and upon Project Applications and Certificates for Payment issued by the Construction Manager and Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: § 5.3 Provided an Application for Payment is submitted to the Construction Manager not later than the Twenty-fifth day of a month, the Owner shall make payment to the Contractor not later than the Thirtieth day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than Sixty (60) days after the Construction Manager receives the Application for Payment. § 5.4 Each Application for Payment shall be based. upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and. supported. by such data to substantiate its accuracy as the Construction Manager or Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications far Payment. § 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall. be computed as follows: § 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion. of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of Five percent (5.00% ). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.7 of the General Conditions; § 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of Five percent (5.00% ); § 5.6.3 Subtract the aggregate of previous payments made by the Owner; and § 5.6.4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.7 The progress payment amount determined in accordance with Section 5.6 shall. be further moditied under the following circumstances: § 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to Ninety- ve fc;cctii (7~.vv% ) of the Cunuaci Sum, iess such amounts as the Construction ivianager recommends and the Architect determines for incomplete Work and unsettled claims; and Init. AIA Document A101lCMaTM -1992. Copyright O 1992 by The American Institute of Architects. All rights reserved. ' s ~umentss t ~ ~d ^p; oduct'san or efistr€i ~ u. , w.:..., portion oP tt, .; ma ' rE s ~d cr€rninr, ~ s, m o€ to the neaxinsum exi c .This document was produced by / AIA software at 11:45:41 on 10/16/2008 under Order No.1000364084_t which expires on 7/15/2009, and is not for resale. User Notes: (2977070731) § 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.6.1 and 5.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Section 12.2.2 of the General. Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Project Certificate for Payment has been issued by the Construction Manager and Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Project Certificate for Payment, or as follows: After the contractor has completed all non-conformed work, fulfilled alI final close-out requirements in accordance with the Contract documents. ARTICLE 7 MISCELLANEOUS PROVISIONS § 7.1 Where reference is made in this Agreement to a provision. of the General Conditions or another Contract Document, the reference refers to that provision as amended ar supplemented by other provisions of the Contract Documents. § 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where Che Project is located. (Insert rate of interest agreed upon, if any.) At legal rate of interest as set by Minnesota Statutes. (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletr"ons or modifications, and also regarding requirements such as written disclosures or waivers.) § 7.3 Temporary facilities and services: (Here insert temporary facilities and services which are different from or in addition to those inclzrded elsewhere in. the Contract Documents.) This contractor is responsible for all temporary facilities as identified in the Project Manual; including but not limited to loading, unloading, materials storage and protection, layout, clean-up, hoisting, scaffolding, bracing, safety, barricades, guard rails, protection of Work and surrounding Work, as specified. Location of stored materials and temporary facilities shall be coordinated with the Construction Manager/Site Representative. § 7.4 Other Provisions: (Here list any special provisions affecting the Contract.) See Exhibit A, attached. i1Ri1VLG o TCRII%II~ATItij1Y VR Jti JPEIYjIViY § 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. Init. AIA Document A101/CMaT~" -1992. Copyright ©i 992 by The American Institute of Architects. Ali rights reserved. : proteeted tsy U. a. .~ and international Treaties, tip r ?roduetion or s3istrihut€r,~ ~ f ,,,..t, 4 anay ressalt in severe ci cad orirnie€ai penalties; and will tae p. s to the r.^~axiutrs extent i cs a ~r .This document was produced by / AIA software at 11:45:41 on 10/16/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: (2977070731) § 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General. Conditions. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifieatians issued after execution of this Agreement, are enumerated as follows: § 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101/CMa, 1992 Construction Manager-Adviser Edition. § 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201/CMa, 1992 Construction Manager-Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated September 25, 2008 ,and are as follows: Document Title Pages Division 0 Bidding and Contract 140 Requirements Division 1 General Requirements 38 § 9.1.d The Specifications are those contained in the Project Manual dated as in Section 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement. ) Section Title Pages 033000 Cast-in-Place Concrete 7 034100 Precast 6 051200 Structural Steel Framing ] 1 055000 Metal Fabrication 4 071326 Self Adhering Sheet 5 Waterproofing 312333 Trenching & Backfilling 4 334600 Sub-Drainage 3 § 9.1.5 The Drawings are as follows, and are dated September 25, 2008 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to t/~is Agreement.) Number Title A0.0 Cover Sheet C2 Paving Plan C3 Erosion Control Plan C4 Grading Plan CS Utility Plan C6 Details A2.1 Lower Level Floor Plan A2.2 Main Leve] Floor Plan A2.3 Mezzanine Floor Plan A2.4 Roof Plan A3.1 Building Elevation & Sections A3.2 Building Elevations AA 7 AY. 1 t~^1_t1 n__.'_._ YY QI7 JGI; IiUllJ A4.2 Wal] Sections A4.3 Wall Sections A4.4 Wall Sections Date Init. AIA Document A107/CMaTM -1992. Copyright ©1992 by The American Institute of Architects. All rights reserved. ' protected by U,~. _ r ~ onaf Treaties. i}narathori~ed reproduc±€oe ar may rescs6t in seuere ci rd ordnts'naf raEties, and wilE be prosecuted to the rrrax"s€rtum ex r / AIA software at 11:45:41 on 10/16/2008 under Order No.1000364084_1 which expires on 7/15/2009, and is not for resale. User Notes: >ntis o ~rYic-¢ of €€, This document was produced by (2977070731) 5 A4.5 Wall Sections A4.6 Stair & Elevator Sections & Enlarged Plans A4.7 Stair & Elevator Sections & Enlarged Plans A4.8 Stair Sections & Details S 1 General Notes S2 Foundation/Basement Plan S3 First Floor Plan S4 Low Roof/Mezzanine Plan SS High Roof Plan S6 Sections S7 Sections SS Sections S9 Sections S 10 Details SI 1 Arched Opening Details R1.0 Boundary and Topographical 7/21/2008 Survey § 9.1.6 The Addenda, if any, are as follows: Number Date Pages Addendum #1 9/30/2008 9 Addendum #2 10/3/2008 12 Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents which are intended to form part of the Contract Documents. The General Conditions provide that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Docume~its.) This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR .... ~- ,~,. ,. (Signature) r ~ (Signature) Walter Fehst, Cit Mana er ~/,.'~~"~ Christopher Baton, Sr. Project Manager m~ (Pri2tted name and title) ate (Printed name~and title} Date Gary Peterson, Mayor Date Init. AIA Document AtOtICMaT'" -1992. Copyright ©1992 by The American Institute of Architects. AO rights reserved. ~- _,? €!. s. _ _,_ on n c,r eisstributioea esf ± s . sn€ ~uEt en severe c s, cteni pose / AIA software at 11:45:41 on 10/16/2008 under Order No.1000364084_i which expires on 7/15/2009, and is not for resale. User Notes: s R~ ri i; 6 r nis document was produced by (2977070731) EZ~.HIBIT A OTHER PROVISIONS TO O'W`NER/CONTRACTOR AGREEMENT COLUMBIA HEIGHTS PUBLIC SAFETY CENTER COLUMBIA HEIGHTS, MINNESOTA 1. Within five (5) working days after award of the Contract, this Contractor must submit to the Canstrtxctian Manager, a list of materials, products, equipment, materials suppliers and subcontractors they will use to perform their portion of the project. 2. Within five {5) working days and prior to starting work on site, this Contractor must submit Insurance Certifacates for the project ixz the amounts detailed in Specification Section 00810 -Supplemental and Special Conditions to General Conditions of the Contract far Construction. The Owner, Architect, and EDS Builders shall be named as additianal insureds. 3. Within five (5) working days after award of the Contract, this Contractor shall submit a detailed schedule showing material deliveries, major work items, working periods and projected completion of the contracted portion of the work. The Contractor's schedule shall be in accordance with Schedule Section 00210, unless otherwise noted in this agreement. 4. Within five (5) working days after award of the Contract, this Gontractar shall provide a typed schedule of values on AIA Document G703 Schedule of Values, with breakdown of material and iabar as directed by the Construction Manager, and in compliance with Article 5.4 of this Contract. 5. Within five (5) working days after award of the Contract, and prier to beginning work on-site, this Contractor must submit its safety program to the Construction Manager for review. 6. Prior to beginning work an-site, this Contractor shall submit to the Construction Manager's site office, material safety data sheets for all applicable materials to be used an-site. 7. The Contractor shall coordinate its safety program with that of the other Contractors on the site as specified in the Contract Documents including all Government regulatory agencies having jurisdiction on this project. 8. Inclusions and/ar exclusions noted in the Contractor's proposal are not included unless specifically stated in this agreement. 9. Contract Sum stated in Article 4.1 includes the cost of all necessary or required insurance, permits, sales tax {if applicable), royalties, patents, EtC. ~;~,tf~ i a , i r~ .m. w ~ P i i' - fi't' G ~ '~ , °1~`~ ~ P C l ~ 1 PROJECT (Nance urad adclr-essj: Columbia Heights Public Safety Center 825 41st Avenue Northeast Columbia Heights, MN 55421 TO CONT CTOR (Name cznd address): Steenberg-Watrud Construction, Inc. 10697 Clark Road Inver Grove Heights, MN 55077 CHANGE ORDER NUMBER: CH2-()3- 1-1 INITIATION DATE: December 11.2008 PROJECT NUMBERS: BA 0806 / GONTRACT DATE: October 14, 2008 GONTRACT FOR; Bid Division CH2- 03-1 Concrete OWNER: ^ CONSTRUCTION MANAGER: ^ ARCHITECT: ^ CONTRACTOR: ^ FIELb: ^ OTHER: ^ THE CONTRACT IS CHANGED AS FOLLOt~VS: Supply and install two concrete piers. Supply and install 12`" block from footing to elevator 86 in Elevator A and Elevator B, as detailed on 30159, 4/A10. Grout afl walls solid. Total Change Order The original Contract Sum was Net change by previously authorized Change Orders The Contract Sum prior to this Change Order was The Contract Suan will be increased by this Change Order in the amount of The new Contract Sum including this Change Order will be The Contract Time will be increased by 'Zero (())days. The date of Substantial Completion as of the dtate oP this Change Order therefore is Add .`~ 600.00 Add ;u 10,'124.00 Add $10,724.00 $ 805,200.00 ~ 0.00 ~ 805,200.00 1 Q724.00 $ 815,924.00 NOTE: This summary does not reflect changesrn the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive. NOT VAL[D UNT[L SIGNED BY THE O~fNER, CONSTRUCTION MANAGER, ARCHITEGT AND CONTRACTOR. EDS Builders, lnc (Typed name} DATE: Steenberg-Watrud Constnzction, Inc. CONTRACTOR (Faz-rn name) 106}7 Cl+u-k. Road, Inver Grove Heights, MN 55()77 ADDRESS r ® . ,..,-- . _.._ . BY (Sig>r re) Christo her Bar ~ ~ (Typed nwn ~ DATE: Buetow and Associates, Inc. City of Columbia Heights 0{NNER (Finn raazne) 590 40th Avenue islortheast, Columbia Heights, MN 55421-3878 ADDRESS ,r,.~,~ r r , B`f (Signcauare} a ~` ~ ~ Waher Fehst ~ _ ~T zcz~"; _ , ~ n Mayor Gary L. Peterson Date AEA c u°T01lCMa*~ - 1992. Gopyr6ght ~ 1992 by The American Institute of Arohitecfs. Afl raghts reserweed. Et AIA ~!'r.;re at 11:51:26 on 12!11/2008 under Order No.1000380482_1 which expires on 12/4/2009, and is not for resale. User Notes: This document as produced by 1 (62547582) r I ~ ~' DATE: ATTENTION: DOC SMITH COMPANY: E.D.S. BUILDERS PROJECT: COLUMBIA HEIGHTS PUBLIC SAFETY FROM: CHRIS BARON COMPANY: STEENBERG-WATRUD NUMBER DESCRIPTION 12-Nov anninFn~ ir.T CTdTI IC NET CHANGE $ 10,724 ,. ~, {~ _ _ ~_ ~ 404A Saint Croix Trail North Lakeland, Minnesota 55043 • Phone: 6:: 436-2426 ". 1821 University Avenue Suite 204-5 • St. Paul, Minnesota 55104 P ~ ne: 651-998-0332 Fax: b51-436-3918 e-moil: info@edsbuiiders.cam www.edsbuilde~ nom ~TENDQR: Steenberg-Watrud Constrttetion 1069? Clark Road Inver Grove Heights, MIV 55077 Attn: Chris Baran 6,/r Phone. 651-4~7-2291 F~x:651-457-&535 CC: Field, Dave O~s, Larry pepi~, Kevin ~arxsen _ Roger F3erggren Berggren Steel You are hereby authorized to execute promptly this Field Order directive per the riclosed description ,and ail applicable provisions of the General, Supplemental, and Spe~: d Conditions; Addenda; and all other Contract documents. Supply and i::.~stall piers at the columns closest to the two elevators, use 20 x 20 conc pi:~ > w/4#7 vertical dowels and #3 ties @ I2. T/pier = 99'-0", For the pier is in the plane of the elev. r wall, enlarge the pier slightly so that the face of the pier is flush with the inside face of the ales, for pit. (Grid Line G ]..5 - Elevator A pour pier to line up with face of block.} G at Grid Ling; 9 Revision -November 3, 2008 The c.i.p. piers are to be 8" belaw F.F. 85'-4". RE~IlSl4N Nop,rember l4, 2008 As discussed i:oday: A. Proceed on supplying and installing two (2} concrete column piers for $600.00. E. Proceed ors supplying and installing the foIlowing at a cost of $10,124.00, includes al:. ibor, material, and winter protection. 1 • Lay up 12" block from footing to elevator 86 in Elevator A and Elevator B, as detailed ;: 30/ S9, 4 J A 10, structural and architectural, see CIC #9 for detail 4/ S 10. Grout all walls soli: 2. At elevator- A, Grid Line G1 to south end of elevator run 12" block wall to underside o:' recast. Grout the middle 40" - 20" on each side of the middle of the elevator (full height}. The cost is ~ 1 0,124.00 and includes ali labor, material anal winter protection. The columns r3eed to be completed Monday, November 17, 2008 and the wall needs to be :~ by .November 20, :3008. If Yoo have any ~l~aestior~s regarding this field o er, please contact Doc Smith at 651-436-2426 or E -747-0976. Project Manager: /~1' f Earl Doc Smith Date t BFI`, ~~: F i'7FtdTiC3P4- f]C.RG Sf~tI1H C :'C~IPA~ly. F,Ct S,. EUII.t?[r^.S P1at)JECF; +°;;4LUA+1ClFs#-#Ffo3FiT5r'M.181.-I~~:SnFET't 44';'~pAf44'_ f't FEF~+BEF.~.~-W ~ f RUCs 1 '- - ~ ®~~ 404A Saint Croix Trail North ° Lakeland, Minnesota 55043 Phone: 651 - ~6-2426 1821 University Avenue ° Suite 204-S • St. Paul, Minnesota 55104 Phc~, ~: 651-998-0332 Fax: 651-436-3918 e-mail: info@edsbuilders.cam ° www.edsbuitders.: m DATE: November 5, 2008 November 6, 2008 Revised November 10, 2008 Revised PROJECT: Columbia Heights Public Safety Center 825 41st Avenue NE Columbia Heights, MN 55241 VENDOR: Steenberg-~atrud Canstruction -Chris Baron 10967 Clark Road Inver Grove Heights, IVIN 55077 Phone: 651-457-2291 Fax:651-457-8535 REFERENCF~: ELEVATOR A 8~ B RFP #3 - Revi:: d Provide price; by Itllanday, November 10, 2005 far labar and material to: 1. Lay up 1 " block from fasting to elevatar 86 in Elevator A and Elevator B, as ':G tailed on 30JS9, 4,~AI0, structural and architectural, see CIC #9 for detail 4/510. Grc~ .all walls salid. 2. At elevateJ~r A, Grid Line G1 to south end of elevator run 12" block wall to undE~ side of Precast. ~~rout the middle 40" - 20" on each side of the middle of the elevatar• ull height} . All work to b,~ completed by November 21, 2008. REVISED NC~VEl~BER 6, 2008 Alsa supply ~j.nd install 12" far the east wall of Stair B, first 14', to underside of p„ cast. REVISED NC~VEIVIBER 10, 2008 Due to weatl~~er and time constraints DO NOT supply and install 12" far the east E all of Stair B, first 14', t4~ underside of precast. Precast will be install to west wall of Stair B. If you have ~~ny questions regarding this request for praposal, please contact Doc: Smith at 65 ? -436-2426 ar 612-747-0976. Project IVlanager: ~ ~~ ~' Earl Doc smith Date ~[ 3 t ,~ TM r~ PROJECT (Name and address1: Colutbia heights Public Safety Center 825 41st Avenue Northeast Columba Heights, ~iN 55421 TO CONTRACTOR (Name and adelress} Steenberg-Watrud Construction., Inc. 10697 Clark Road Inver Grove Heights, fv1N 550 t 7 CHANGE ORDER NUMBER: 044 CH2- 03-1-2 INITIATION DATE: August 26, 2009 PROJECT NUMBERS: BA 0806 I CONTRACT DATE: October 14, 2008 CONTRACT FOR: Bid Division CH2- 03-1 Concrete o~NEI~: Cf CONSTRUCTION F1~ANAGER: ^ ARCHITECT: CONTRACTOR: ^ FIELD: ^ OTHER: ^ THE CONTRACT IS CHANGED AS FOLLOWS: Ehmtnate2'" tapping on roof level in Sally Pori and lvtechanical Rot1m Supply and install wncrete to eight columns to beams in Garage Delete front entry stoop fhe original Contract Sum was filet change Isy previously authariz_ed Change Orders 1`he Contract Sum prior to this Change Order was The Contract Sum will be increased by this Change Order in the amount of 3'he new Contract Sum including this Change Order will be The Contract Time will be unchanged by Zero (Oi days. The date of Substantial Completion as of'the date of this Change Order therefore is $ 805,200.00 $ 10,724.00 $ 815,924.00 $ 3,854.00 $ 819,778.a0 NOTE: This srsmmary does not reflect changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Catis-truetion Change Directive. NOT VALID UNTIL SIGNED BY THE O~1NER, CONSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR, F,DS Builders, Inc Steenberg-~%atrud Construction, h1c. CO CTOR {Firm name) 10697 Clark Road, Inver Grove Heights, ~N 55077 ADDRESS BY (Signature) Christopher Baron ""~ ('Ivv~ed name) DATE: -~ Buetow and Associates, ]ne. ARCHITECT (F`irm name) 2345 Rice Street,,,Stzit>~210, St. Pa 551.13 ADDRESS .. T! ,~T BY (Signature) `-~'~ '~ ~~/~ David Olds (Typed name) DATE: City of Columbia lieiehts AIA Document G701tCMaT" -1992. Copyrinht C~ 1992 by The American Enstitute of Architects. Aii rights reserved, tl r e a € .,., psr axav. . av Go,a r6„ AIA software at 14:21:29 on 08/28!2009 under Order No.1000385206_1 which e~ires on 01!19!2010, and is not for resale. User Notes: Deduct -03,259.00) Add 7,434.E?a 1}educt -($ 321.00) ["oral (~:hange Order Add `3,854.00 This document was produced by 7 (1197958485) EXTRA TO CONTRACT BREAKDOWPI T®: DOG SMITH FAX: JOB NAME' GOL. HEIGHTS PUB. SAFETY SUBCE)t~TR~tCTCJR: STEENBERG-WA'~FZUD RFr°"`rr9 - vivii T ~EirEGT sit~,CHS OF 1 urNFN~ (?(~! t`zOC)f` tEVE=L 651-436-3916 CU!RC~ENT TFiROUGhf; 20-,tarp ~DESCRlPTIONJITEM E~T"a. RflATt. UrdiT LAI3. UNIT EC2UlP. i1Ni7 SUBTp7Al AnQED SGQPE ~'-~ ,•:.,~ 0.00 Concrete -13.5 129.00 ;gip.,. ', ~,~~` _~ -'- ~' tr' . -1660.60 .Env. Ct)al'geS -Z 42.80. /I ',4 r` 1f ;:~', -85.0 tabor _Z 445.00 .:. ... . ... ....:.:...: : .... -s~a,aa NCACCeler2tar -12 1.50 - `"' ~~''~" -i8:Q0 Mlac. MatlJCover -2137 O.Q2 :fiG -a4.B6 ~,'~ ` '~~; 0.00 i:r- =~~' OAO - ~"~"~ 0.00 `` - 0.00 ~.;`, ;~i - 0'.00 ,, ~.~; ~'~"- 0.00 c.r:. s~'Ir. 0.00 i:r~.7:'~,. Q-oa ;r: ,;~~ o.oo o.aa .,,~, .~;~:,:; a.ao ~t~eYa7aL, -2698:76. GRAND SUf3YaTAt; $ (2,699 OVEhHEAD 15°10 $ (4p5) PROFIT 5°/, $ {155j TOT1~ ADC2: 0,259 c0 ~rJ~+d h~aD~ ~(1d171Y1 ~J~ldrdNd~1S DS~BL~bZ59 Zb~9T 6E9I~G'/EZ/L8 CC: Field, Dave C}lds, Larry Pepin, G Gorman You are hereby a1~tharized to execute riropfly this Field Order directive per the enclosed description and all applicable provisions of the General, Supplemental, and Special Conditions; Addenda; and all other Contract dacuments. rroceeci on eizm~na~.ng the 2" topping in the Sally Port and next to tlse Mechanical Roam at a credit of X4,059.00 `" Due to the time constraints that~l increase the cost of pouring these columns we're giving you a Field Order to proceed on supplying and install concrete to eight (8) calumns to beams in Garage. At this time we have a difference in casts. You have X7,879.00 and l'm at X7,434.00 work will be completed on Time and Material not-to-exceed $7,879.00. Detailed backup is required. U~Iark to be completed befare the precast is set February 9, 2009. If you have any questions regarding this field order, please contact Doc Smith at 651-436- 2426 or 612-747-09'76. -.. ~ / Project Manager: `~ -~ ~, . ~' `~ < Earl Doc Smith Date ET TQ CONT CT B ECDQtWN TO.' Dt'7C ITi~ F 651-~36-3918 1C?I~ E: CAL. hiElt~l~-T~ PItB. FE SUB~QlVT QR: STEENI3ER-V1/ATR~#Ct OURF~ESVT TFtR^,.,6.1C€~: €~->#,~r RF 91 - D Ct3C. PIER C 01N~ TD 8 STEED GULl1MNS tN BASEMENT LtESCRIPT10N/ITEM QTY. MATL. UNtT l.AB. UNIT EQUIP. UNIT 3U8TOTAt_ ADDED SCOPE twOn6(E~E: ~ 12s.aoo l:iJry~- :r '::° > ~-=', a.ar Giv. C $S ~ 4E.600 ':ies:~f.-ti,_+.rt~v::iw.~M-~.~ci4v-?c ..:.. .. - ..-,t :. 42.8a 12'-0"Sonatube ~ t6 65.x00 ,}:~..,..,~:.':r;,=: ~;:~.;;•.x:~ro-;~=~: f04~.Od tu6sc. 9re rscaffcid ~ 3f .000 s5.ooa 19.500 °-~~ 4•" =;~°::=°~.:~:;_~~=~;~, sao.oo !_atsor - Ptace ~nc1 Stri b.& 5.00 -- - ;~~::, ,iyr;~:~u:ch::i • 2447.50 pum n f s,c3'^,~:,t?;~ki}~isa:t~p, $Oa.00x'"''~ 800.0D ~1:= 44~ ®.dQ „..s:a„may u :.r. rr ~ ,t:;... O. as :.~;-;x:c:~.+~:._~a'~";::,:.~:d; 0.00 .,~ ~..: ~ a ~,'` = ~,,~:;°: ~ " 0.00 -- - -.~,:,.:.:~:.....w o.no ?~~~J~~~:iSd:S.~'U,~9 -01 i'R:+~~:$i5A`~ Y.W .~.-.~' ...`' .-art: Y:;c!~ t).~ ;~;: ;rtc,'.J,.~'Gr'.ci!l.F'1, ":k avy a.aa sUe°r~TAL~ 6158.34 GF2AN0 SUB7C}TAI: $ 6,158 ~,.~~ ~~ L.rY GP1HF..rZ" D ~:.~i'O00 ~ gZ4 PROFIT 5°!0 $ 354 TpTAL ADD: 7,434 b0 ~Jttd ttil0~ Q(l~{1t7M ~J~i3flhd3~1S ~£~8L5b~G59 5L ~9L 69®~/b'~/L8 EXTRA TO COhii'RACT TO: QOC SMITH FAX; 651-436-3918 JOB ~dAtVtE: COL_ HEIGHTS PUB, SAFETY &UBCC7NTC~2ACT®I~: STEEd~BERG-WATf~UQ Ci% X53 - uiaii T FKUivT ENThY STO(3P SLAB CUFtREtd'T THRC}UGH: (]TY. MAn7L. UNIT L+08. UNIT EQUIP. UNiT At)[}ED scoPE SUBTOTAL GRAN©~UBTOTAI: $ (266j OVERHEAD 1S°to $ top) PROFiT 6°h ~ {15 T~Tb'4L ['dE A~13t}: d32 LO d~JHd t~~0~~ (IIl'Jlvl~'I JJd~Nd~1S ~v~8L'~bT59 Zb:9I 6~3~Z;`c~!'L9 !, Ta: Chris saran, Steenberg-atrud Date: .Iuly 27, 2009 Re: Change Ordcr Requests 1. RFP #9 -arnit select tapping an pl at reef lvl, credit 03,259.00} a change ~} ga}}rtier will fallow. 2. J\a~'P #~ 1 -Add carlcr~tl; Y)ieY C'1`(„~TddtY96 TC8 g steel vn~aamrrn ~"7 iE '2 iY (ti(1 .. L~.._ _ _ r ~ vEUassai,,. .U/,"r-3~t.tJV t(.6:ItQ4I~'C artier will fallaw. There are a cauple of calumns that the tap blew aut and need to be rubbed dawn, at Oriel 1Jinc 3 D 8v F 3. SO~Io afprapane expenses incurred to heat basement -Rejected. 4. Plan revisians X1,817.00 ????? Please explain further S. CIC #53 -delete franc entry steep. Credit $321.00 a change artier will failaw. 6. RFP #59 - Paur tapping in Raam 010. $3,b 16.00 -Held gettinb bids Other items we need pricing fram you are: ] . Credit far changes on retaining walls heights. 2. Eliminate air entrainment in all faundatian Evalls.