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Home My WebLink AboutChange Order No 3 - Howard Park Redevelopment and St Louis Blvd Improvements Project No 117-047B - Larson Danielson Construction Co1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOI JTH BEND. INDIANA 46601-1 830 CITY OF OBEND PETE BUTTIGIEG, MAYI BOARD OF PUBLIC WORKS I January 22, 2019 Darin Meyer Larson Danielson Construction Co., Inc. 302 Tyler Street LaPorte, IN 46350 PHONE 574/235-9251 FAX 574/235-9171 RE: Change Order No. 3 - Howard Park Redevelopment and St. Louis Blvd. Improvements — Project No. I I7-047B Dear Mr. Meyer: The Board of Public Works, at its meeting held on January 22, 2019, approved the above referenced Change Order for an increase of $147,758.58, bringing the current contract amount to $17,894,326.58. Enclosed is a copy of the Change Order for your records. If you have any further questions regarding this matter, please call this office at (574) 235-9251. Sincerely, Linda M. Martin, Clerk Enclosure GARY A. GILOT SUZANNA M. FRITZBERG ELIZABETH A. MARADIK LAURA O'SULLIVAN THERESE J. DORAU CITY OF SOUTH BEND DEPARTMENT OF PUBLIC WORKS PROJECT CHANGE ORDER DATE: 01-02-2019 PROJECT NO: 117-047-B PROJECT NAME: HOWARD PARK REDEVELOPMENT CONTRACT DATE: 10-04-2018 CHANGE ORDER NO., 3 SUBJECT OF CHANGE ORDER: Construct%err C1r�e See attached Comparison of Estimate for overruns and underruns. The original contract sum $ 18,819,307.00 Net change by previously authorized change orders $ (1,072,739.00) The contract sum prior to this change order $ 17,746,568.00 By this Change Order, the project amount is ® Increased ❑ Decreased $ 147,758.58 The new contract sum including this change order This Change Order represents a total change of Total change for entire project Original contracted completion date/time Extension of date/time by previous change orders Date/time extension by this change order New completion date/time CONTRACTOR Contractor Signature Printed Name and Title Larson Danielson Company name 302 Tyler Street Address LaPorte, Indiana 46350 City, State, Zip 17,894,326.58 .79 % (4.91) % 11-15-2019 30 0 12-15-19 RECOMMENDED FOR APPRO" AL C k on Manager CITY OF SOUTH BEND BOARD OF PUBLIC O IDS Approved Date:7% 9 Gary A. Gil , President Suzanna M. Fritzberg, Member l li A. Maradik, her Laura O'Sullivan, Member Therese J. Dora , Memb q) OWNER: City of South Bend Project Supervisor: Lochmueller Group, Inc. Myron Cohagan CONTRACTOR: Larson Danielson PROJECT: Howard Park Redevelopment Project No. 117-047-B SUBJECT: Unexpected Construction Changes ISSUE DATE: Dec 21, 2018 This Change Order to the Contract document shall supplement, amend, and shall become a part of, and be incorporated as an Addendum to the Contract. The following is a summary and description of the revisions to the Contract by this Change Order: The following sections of the Contract Documents are revised as a result of the above changes: 1. Added Rebar for Tank Mat Foundation $5,055.69 See Change request 4R from RFI #3 2. Revised Rebar for Tank Foundation Wall $1,262.96 See Change Request 5R From RFI # 3 3. Add Hook Bars & Mis Top of Concrete Wall Changes Support building $1,393.72 See Change Request 6R From 6-S3.1 4. Added Steel Items Per RFI #7 $6,794.64 See Change Request 7R 5. Sump Pump Per CCD-1 $6,918.84 See Change Request 8R 6. Temp Power Riverwalk Lights per Field directive #5 $2,036.85 See Change request 10R U 7. Add Perimeter Insulation Per RFI #26 $407.65 See Change request 11 8. Riverwalk Lighting Fixtures See Change Request 12R Per Drawings E3.OA @ E3.1 9. CCD #2 Pergola Foundation See Change Request 13R END OF CHANGE ORDER NO. 3 $114, 558.64 $9329.59 Total $ $147, 758.58 L' To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 Description: Add Rebar for Tank Mat Foundation Reason: Design Change 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 4R Date: 11/19/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to furnish and install rebar in the mat foundation of the water tank per RFI #3 answer. Structural drawings do not show concrete mat and therefore do not show any rebar in slab for the water tank. Description Labor Material Equipment Subcontract Other Price FWR Cost to Install 3758 Ibs @ $.45/lb $1,691.00 $1.691.00 Carter Waters Rebar Cost $2,526.00 $2,526.00 Shop Drawing Design 3 CAf Hrs @ $ 80/hr w/C $240.00 $30.00 $270.00 ompany Truck $ 10/hr Bond Markup OH & P - Labor OH & P - Material OH & P - Equipment OH & P - Subcontractor If you have any questions, please contact me at (219)575-6085. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Subtotal: $4,487.00 $4,487.00 1.00% $44.87 $240.00 20.00% $48.00 $2,526.00 12.00% $303.12 $30.00 12.00% $3.60 $1,691.00 10.00% $169.10 manpr Total: $5,055.69 Page 1 of 1 To, Joe Nucciarone ALLIANCE ARCHITECTS 929 LINCOLNWAY EAST SUITE 200 SOUTH BEND, IN 46601 Ph: (574)288-2052 Fax: (574)288-2550 E-Mail: jucciarone@alliarch.com Request for Information RFI M 3 Date: 10/30/2018 L-D Job #: 56-445 Project: HOWARD PARK -REDEVELOPMENT CC: Myron Coll (LOCHMUELLER GROUP), Villa; Toy (SOUTH BEND, CITY OF) Subject: Water Tank Foundation Drawing: Cost Impact: None Spec Section: Schedule Impact None 302 Tyler Street LaPorte, IN 46350 Ph : 219-362-2127 Fax: 219-362-2848 Request: Date Required: 10/31/2018 Detail 12 on S0.2 shows a typical undersiab detail. It is referenced in detail 5 on S1.1 for the westside of the water tank. The footing is shown on the A drawings to be floor of the tank. Please provide detail the structural drawings on the westside of the water tank to match the A drawings so the floor/footing is continuous from east to west. Requested by: Darin Meyer LARSON-DANIELSON CONST. CO INC Response: II'eassee U it n V:ta lied WaIlI E)e(lku i,iu a sIIietch esc gyp'°.)fil'ig cll is ii e ti) ruCtLfl- l �m .�. � ��r��wii�upwp,.� u�.11�..�t�wu.p �..� tlll�i(.m �a��t�°:.i m..u�ll( ueauuuuung waIIlk'5 .. dated 1/30/.,1.. FoHow walllli !Refeii,eii,iiceIIL..�� °�� .��..m a°.�,ii �..�� a°.� �tl�� FII a un �.�5/S 1 ,� "l . ::) ii s a„"e g a u,a'Vh: &i l� m lice to De ta li l 1 2/SO ,,2 See! ..,l as � u.. ,,p KKK, ., p k `:� iillll r IIlow �� II°�� m�(°:pu� p.l,.��q �Ih.,u�::�u„��°�::m,�tplh.ua. � au.�.ulk�pu,"ar'. "Iliiese cIIu.3nges ,mhapII be prucoupoir..C,:Aed uiiupo auu Alu,.cJ°.°ulitects SiuppIleuenpuIll Iluu.„tmu..ucp:iia)n Answered by Company Date PJ RFI Form 1 (7) (CR) Page 1 of 1 JOB PAUL FUJAA ENGINEERS EN SHEET NO. or - .---SOUTH 17455 DOUGLAS RD BEND, INDIANA46635 CALCULATEDBY DATE 1D 30 1? (574)273-5014 CHECKED BY DATE SCALE r L + 1 _n+ S I ¢ i i !c e. I n 1 z [ w h quo. f ®e e a g .. "�t 1 1 _ . i .... ....... r 14.4` L . 3 4) -ra ,00 ofi svv' f 1 I f 6� Im, I •+.+M'NJ I .� L1 ,..m i........ d �. r ._ h ,� 1'�R� ... ® a' I I I „ L'�P r o- �" I Q 10 t ,�w�v j YNI �. d PRWW 2*1(%0 SMR) zffr„Pnd10) Change Request To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 Description: Revised Rebar for Tank Foundation Wall Reason: Design Change 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Number: 5R Date: 11/19/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor and material to furnish revised rebar in the foundation wall between the water tank and basement wall per the sketch provided in RFI #3 answer. Rebar shop drawings were already submitted, reviewed and bar fabricated when RFI answer increased the size of bar required in the wall. New rebar was required but bar had not yet been tied so no additional labor was needed to install (weight increase is being ignored). Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Page 1 of 1 0 To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 6R Date: 11/19/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: Description: CR # 6 Add Hook Bars&Misc Top of Conr Wall Chgs Support Bldg Reason: Design Change We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to: Furnish and install structural changes per discussion on 11 /8/18 and details sent 11 /13/18 (attached) Cut wall reinforcing to correct height to match up with changes provided per the attached after rebar was approved and fabricated; Furnish and install additional hook bars as needed per the changes; Form ledge in foundation wall to accept slab per detail; Description Labor Material Equipment Subcontract Other Price FWR Cost ($0.45/Ib Install) $124.00 $124.00 FWR Cut Down Bar 1/5 Hr @ $ 60/hr $90.00 $90.00 Carter Waters Rebar Cost $275.00 $275.00 LD Coordination 2 CAf Hrs @ $ 80/hr w/Compa $160.00 $20.00 $180.00 ny Truck @ $ 10/hr Form Ledge for Elev Slab 4.5 CA Hrs @ $ 53/hi $239.00 $21.00 $260.00 Cut Down Fabricated Bar 4.5 CA Hrs @ $ 53/hr $239.00 $24.00 $263.00 & Partner saw 4 His @ $ 6/Hr Subtotal: $1,192.00 Bond Markup $1,192.00 1.00% $11.92 OH & P - Labor $638.00 20.00% $127.60 OH & P - Material $296.00 12.00% $35.52 OH & P - Equipment $44.00 12.00% $5.28 OH & P - Subcontractor $214.00 10.00% $21.40 Total: $1,393.72 If you have any questions, please contact me at (219)575-6085. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Page 1 of 1 roll , , " i61711 , ,wu I I To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 Description: Added Steel Items per RFI # 7 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 7R Date: 11 /21 /18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All material and fabrication labor to furnish eleven (11) additional L5x3x1/4" angle, five (5) L4x3 1/2x3/8" angle, and twenty three (23) L3x3x1/4 angles per RFI #7 response including additional detailing time. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Page 1 of 1 If; Willi l To: Joe Nucciarone ALLIANCE ARCHITECTS 929 LINCOLNWAY EAST SUITE 200 SOUTH BEND, IN 46601 Ph: (574)288-2052 Fax: (574)288-2550 E-Mail: jnucciarone@alliarch.com Request for Information WE I RFI M 7 Date: 11 /12/2018 L-D Job #: 56-445 Project: HOWARD PARK -REDEVELOPMENT CC: Myron Cohaqan (LOCHMUELLER GROUP), Villa; Toy (SOUTH BEND, CITY OF) Subject: SK-05 A5.1/A5.2/A5.3/A5.4/A5.5/A5.6 Angle Size Drawing: A5.1 / A5.2 / A5.3 / A5.4 / A5.5 / A5.6 Spec Section: Cost Impact: None Schedule Impact None 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Fax : 219-362-2848 Request: Date Required: 11/13/2018 Enclosed find questions from our structural steel fabricator, Wilson Iron Works on the attached sketch SK-05. Please provide/confirm the requested information. Requested by: Rex Yelich WILSON IRON WORKS, INC. Response: JoeIII II' u..=iii i.� , iini Answered by Company Date PJ RFl Form 1 (T) (CR) Page 1 of 1 .. . ... . ... !Pul 'Puee qwos jrum� gpo ADNVI-I-lv MMOIMMM AM GkIVMOH 9 - L1qwq 10-L PGIOJd A413 I As qvlos W Mi I 6, 0 0 ('P z In 1 x7l, 0 E u, a. b Ir, Zlz f S�' ll P 9� o 4, I IvAtuw "ll w w l,• I OW oM41-1 R ml m �" m ,^ a eiPul 'Puo9 41nos f N d Pieneln09smol16Wlnosa y 9 L4o-L�6'ON 33efadADZ w 1NMdOlMWMINatld421VMOH cis a e l � Zi 0 U y T6 'p I NZ a 'M Avixgvag1 6Z6 MINMEMORIMUMMORM 'ADNVI-I-IV d I 1 gg III .u.!Pul pse 41noS PJBAojnogsjn.j Is Lnn oS e) I Z 13. LVO-M 'cN )301OJd AID . ......... 1N3WdOl3A303N MMVd (IkIVMOH I S1 I I I . .. ........ ¢o CE� : z IL i � "I i z :5 CL Lm led , f[i NE, lop il vIly IN? 4; 11 [LVOLON106F. VI1I ✓INI -V 9-3u-)IWWd akl..14, 1N3WdOl3A3aHYMOH Le% I . ....... . ....... . ......... 6 Ni z ZE . ..... . . lit m gy o -Ti rel To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 Description: Sump Pump per CCD-1 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 8R Date: 11 /27/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to furnish and install the sump pump changes per CCD #1 dated 11/8/18. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Page 1 of 1 929 Lincolnway East, Suite 200 1 South Bend, Indiana 46601 CONSTRUCTION CHANGE DIRECTIVE DIRECTIVE NO.: 1 TO: Larson Danielson 302 Tyler Street PROJECT: HOWARD PARK REDEVELOPMENT La Porte, IN 46350 219 South St. Louis Blvd. South Bend, IN 46617 CONTRACT DATE: October 4, 2018 OWNER: CITY OF SOUTH BEND SOUTH BEND VENUE, PARKS AND ARTS 301 South St. Louis Blvd. South Bend, IN 46617 DATE OF ISSUANCE: November 8, 2018 ARCHTECT'S PROJECT NO: 072 You are hereby directed to make the following change(s) to the Drawings and/or Specification: 1.01 Add Sheet P1.2B: A. Reference Supggrt Fa ci(it Ground floor DWV Plan ...Change the following: 1. Add sump pump to Water Tank Pit as shown. Sump Pump: Unilift AP12; Product No. 96011036; Pump Type: Unilift AP12.40.04.1 2. Add 2" VTR from water tank through First Floor plumbing chase. Reference Sheet Q3.1. 1.02 Add Sheet E2.OA : A. Reference Sul2gort Facility 'Lower Level Power Plan ...Change the following: 1. Add power to new Water Tank sump pump. The Contractor shall proceed with the change(s) described above. The Architect shall prepare a Change Order document, if necessary, to adjust the Contract Sum and/or Contract Time for changes reflected herein. End of Construction Change Directive No. 1 To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 10R Date: 12J4/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: Description: Temp Power Riverwalk Lights per Field Directive # 5 We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to furnish and install temporary power to river walk lights per Field Directive No. 5. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF) Page 1 of 1 107 City of South Bend, Indiana Department of Public Works Field Directive Order Project 117-047-B Howard Park To: Larson Danielson Attn: Darin Meyer Subject: River walk lighting Order No: 5 Date: 12-4-18 Directive: Upon communication with the city of South Bend. Please get a price to temporarily power the Riverwalk lights from the H-Frame that set next to the bridge on the South end of the project. This price should include all incidentals needed to disconnect the old power feed and power all the lighting from the southernmost pole. The City of South Bend has determined that this work is in addition to the Contract requirements. You are directed to perform the above work prior to the execution of a Contract Change Order, with the increase not to exceed $ X The above provides direction from the City of South Bend. The Contractor is authorized and obligated to proceed with the work as detailed herein. It is the determination of the City of South Bend that this work is not in addition to the contract requirements. If the Contractor disagrees with this determination, you must provide written notice to the cityprior to the commencement of this work. The City of South Bend has not determined that this work is in addition to the Contract requirements. You are directed to proceed with the work on a Time and Materials basis until such time as a determination is made. Signed: Date: Coiiftactor: Date:. Change Request To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph: (574)334-5488 Description: Add Perimeter Insulation per RFI # 26 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Number: 11 Date: 12/10/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to furnish and install rigid insulation to the outside of the basement walls per RFI #26 answer Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF), Lamie; Bill (ALLIANCE ARCHITECTS) Page 1 of 1 To: Joe Nucciarone ALLIANCE ARCHITECTS 929 LINCOLNWAY EAST SUITE 200 SOUTH BEND, IN 46601 Ph:(574)288-2052 Fax:(574)288-2550 E-Mail: jucciarone@alliarch.com I IS Request for Information MUNNOMMI RFI #: 26 Date: 11121 /2018 L-D Job #: 56- 445 Project: HOWARD PARK -REDEVELOPMENT CC: Myron Cohaqan (LOCHMUELLER GROUP), Villa; Toy (SOUTH BEND, CITY OF) Subject: Perimeter Insulation at Basement Drawing: 1 /A5.8 Cost Impact: Spec Section: 072000 Schedule Impact None 302 Tyler Street LaPorte, IN 46350 Ph : 219-362-2127 Fax:219-362-2848 Request: Date Required: 11/26/2018 Rigid insulation is shown installed horizontal under the walk just outside the building line but is NOT shown on the perimeter of the basement wall in detail 1/A5.8. A similar detail 3/A5.8 shows rigid insulation down the perimeter of the wall. Is rigid insulation only needed installed horizontal as shown or is insulation required vertical along the basement perimeter wall? Please advise Requested by: Darin Meyer LARSON-DANIELSON CONST. CO INC Response: FIIFII.::F:II..IIC D E..I..�II- I /5 11 8, II 1:II::IIII"'III � �N S J JII. ..IIIN ( IfR '1 TO T LU � S II DII.::: 0II..1 I F 0LJ\I 1 ..I.. 0 II 1 W AII. II_S � M � L AIf: 0 DII_..�.. IIII........ 3 / 8 (2" IZIGIIIf:: ,Joe II" ucdiaimiii, II:R Answered by Company Date PJ RFI Form 1 (7) (CR) Page 1 of 1 rol To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph: (574)334-5488 Description: Riverwalk Light Fixtures 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Change Request Number: 12R Date: 12/17/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to remove existing sixteen (16) light poles and bases and furnish and install fifteen (15) new light poles and bases complete. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Page 1 of 1 /'. % f MAN Change Request �j To: Myron Cohagan LOCHMUELLER GROUP 130 SOUTH MAIN ST., STE 300 SOUTH BEND, IN 46601 Ph:(574)334-5488 Description: CR # 13 CCD # 2 Pergola Foundations Reason: Owner Request 302 Tyler Street LaPorte, IN 46350 Ph: 219-362-2127 Number: 13R Date: 12/18/18 Job: 56-445 HOWARD PARK -REDEVELOPMENT Phone: We are pleased to offer the following specifications and pricing to make the following changes: All labor, material and equipment to excavate, form, pour, strip footings and piers, and backfill the ten pergola foundations per CCD # 2 Description Labor Material Equipment Subcontract Other Price Indiana Earth Cost $4,288.00 $4,288.00 Wilson Iron Works Cost - No Cost FWR Cost Tie 400 Ibs Rebar $260.00 $180.00 $440.00 100 sf Spread Footing Forms 16 CA Hrs @ $ $864.00 $125.00 $989.00 54/hr 125 sf Pier Formwork 32 CA Hrs @ $ 54/hr $1,728.00 $156.00 $1,884.00 Pour 2.3 cy Footings Concrete 2.5 CF Hrs @ $ $132.50 $270.00 $402.50 53/hr Pour 1.53 cy Pier Concrete 4 CF Hrs @ $ 53/hr $212.00 $175.00 $387.00 Set 40 ea Anchor Bolts 13.3 CA Hrs @ $ 54/hr $718.20 $718.20 Delete 198 If Cedar 2 x10 Joists 4 CA Hrs @ $ $-216.00 $-907.50 $-1,123.50 54/hr Subtotal: $7,985.20 OH & P - Labor $3.654.70 20.00% $730.94 OH&P - Material $986.00 12.00% $118.32 OH&P - Equipment $0.00 OH&P - Subcontractor (First 3K) $3,000.00 10.00% $300,00 OH&P - Subcontractor (After 3K) $1,468.00 7.00% $102.76 Bond Markup $9.237.22 1.00% $92.37 Total: $9,329.59 If you have any questions, please contact me at (219)575-6085. Submitted by: Darin Meyer Approved by: LARSON-DANIELSON CONST. CO INC Date: Cc: Nucciarone; Joe (ALLIANCE ARCHITECTS), Villa; Toy (SOUTH BEND, CITY OF), Lamie; Bill (ALLIANCE ARCHITECTS) Page 1 of 1 Zq ALLIANCE 929 Lincolnway East, Suite 200 1 South Bend, Indiana 46601 CONSTRUCTION CHANGE DIRECTIVE DIRECTIVE NO.: 2 TO: PROJECT: HOWARD PARK REDEVELOPMENT 219 South St. Louis Blvd. South Bend, IN 46617 OWNER: CITY OF SOUTH BEND SOUTH BEND VENUE, PARKS AND ARTS 301 South St. Louis Blvd. South Bend, IN 46617 Larson Danielson 302 Tyler Street La Porte, IN 46350 CONTRACT DATE: October 4, 2018 DATE OF ISSUANCE: November 28, 2018 ARCHTECT'S PROJECT NO: 072 You are hereby directed to make the following change(s) to the Drawings and/or Specification: 1.01 Sheet A1.6: A. Reference Pergola Plan ...Change the following: 1. Delete north bay of pergola, including, but not limited to, concrete foundation, steel columns (2), steel beam (3), and cedar joists. 2. Delete "Colored" concrete as shown. B. Reference Pergola 3D Irma ...(not shown) Delete north bay of pergola, including, but not limited to, concrete foundation, steel columns (2), steel beam (3), and cedar joists. C. Reference Details 1/A1.6 & 2/A1.6 ...Change details to show the following: 1. Concrete Footing: 2'-6" x 2'-6" x 12" W/ 3 - #5 Bar, Each Way, A Bottom. 2. Concrete Pier: 16" x 16" W/ 4 - #5 Bar Vertical W/ #3 Ties @ 12" O.C. 3. Baseplate: 12" x 12" x 3/8" Steel Baseplate W/ 4 — 1/2" Anchors — 8" Long. 4. Steel Column: W8 x 21 — See Addendum No. 4'— Add 8" x 5 1/2" x 1/4" Top Plate 5. Steel Beam: W 10 x 19 — See Addendum No. 4 6. Steel Beam to Steel Column Connection: See Structural Details 1/S0.2 and 2/S0.2 — Delete Welded Connection 7. Wood Joist Connection to Steel Beam: 4 x 3 x 1/4 x 8" Long Steel Angle, Long Leg to Wood W/ 2 — 3/4" Bolts @ 3" O.C.(A307) 8. Delete "colored" concrete as shown — Make concrete banding detail monolithic with slab as shown. D. Reference Column Detail 3/A1.8 ...Change details to show the following: 1. Steel Column: W8 x 21 — See Addendum No. 4 — Add 8" x 5 1/2" x 1/4" Top Plate 2. Steel Beam: W10 x 19 — See Addendum No. 4 3. Steel Beam to Steel Column Connection: See Structural Details 1/S0.2 and 2/S0.2 — Delete Welded Connection. 4. Delete "colored concrete as shown - Make concrete banding detail monolithic with slab as shown. The Contractor shall proceed with the change(s) described above. The Architect shall prepare a Change Order document, if necessary, to adjust the Contract Sum and/or Contract Time for changes reflected herein. End of Construction Change Directive No. 2 .rMAII. y� a December 19, 2018 To: Larson Danielson RE: Howard Park CCD #2 Pergola Footings Excavation and Backfill Excavation of footings includes an excavator with (1) labor. Backfill of footings includes an excavator with (2) labors using jumping jacks. Excavator 16hrs x $150/hr = $2,400 Labor 24hrs x $60/hr = $1,440 10% mark up = $384 1.5% bond = Total = $4,288 10343 McKinley Hwy. *Osceola, IN 46561 * (574) 674-6488 - FAX (574) 674-6480 ears: arxr;y SOUTH BEND PARKS PROGRAM CHANGE ORDER NO. 3 COVER SHEET DATE INITIATED: 12-20718 REQUIRED APPROVAL DATE: „................. Brief Summary of Change Order; (Construction Change, Alternative, Substitution, Differing Instructions, Out of Scope, Etc.). Item #1 Missed resteel in water tank floor Item #2 Missed resteel in Water Tank/ basement wall foundation Item #3 Missed Hook bars in utility building basement wall tops Item #4 Missed the Steel on the ends of the roof overhangs Item #5 Missed the sump pump in the water tank Item #6 Needed to keep power to the River walk Lights, old power ran through poles that had to be removed to construct fill. Item #7 Missed perimeter foundation insulation on utility building Item #8 New River Walk Lighting fixtures added at owners request Item #9 Plans called for pergola foundations to be determined later Attachments: (List documents support change, if any) ego Increase/(Decrease) from previously approved Change Order(s): Categories ries (Pick One): $ 147 758,,58 .... _ .............. El Scope of Work — Differing Site Conditions, Changed Conditions Date// Time Added : ] Conflicted Specifications and Drawings Failed Materials New Contract Sum withThisChange Order _A... _ E Errors and Omissions $� 17 894 326 58 0 Incentive/Disincentive Percent of Chan a Order ...... �� Final Quantity Adjustment 9 .�.e... (4•91)............ .. % Orouner Durected ENDOR NTS/APPROVALS SUBMITTED/PREPARED BY: Resident Project Representative Print Name(Signature) �� 1 p ( ) (D�) RECOMMENDED: _ �. �.... Construction Manager (Print Name) (Signature „ Date RECOMMENDED: lea - - — ------ AMz2- Project Manager (Print Name) (Sin rre,) (Date) REVIEWED: Project Manager, Venue, Parks and Arts (Print Name) (Signature) (Date) RECOMMENDED FOR APPROVAL: Director, Ven ue, Parks and Arts (Print Name) (SigP. (Date) BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 01/14/2019 Department Public Works .... Name To y y ViIIa �� Division/Bureau Engineering BPW Date 01/22/2019 Phone Extension 5920 ................... .. Required Prior to Submittal to Board Legal ❑ Attorney Name: Clara McDaniels _.�ww.._..........._..... Controller ❑ Controller review is required for all Contracts $5,000.00 or more and greater than one year in length per the City Purchasing Policy Purchasing ❑ Check the Appropriatew, Item Type — Required for All Submissions ❑ Agreement El Contract Proposal E Addendum Professional Services ❑ Resolution ❑ Bid Opening Bid Award ❑ Req. to Advertise ❑ Title Sheet ❑ Quote Opening ❑ Quote Award ® Change Order No. 3 ❑ C/O & PCA No. ❑ PCA ❑ Ease/Encroach. El Traffic Control: Other: Required Information Company or Vendor Name Larson Danielson Construction Company Inc. ❑ Yes ❑ No El If Yes, Approved by New Vendor Purchasing MBE/WBE Contractor ❑ MBE ❑ WBE MBE/WBE Contractor Requested q No ❑ � Yes v Name of Comp pent' Howard Park Redevelopment & St. Louis Boulevard Project Name Improvements Project Number 117-047B Funding Source ................. .......... .._............._...._. Park Bond, RETIF, Regional Cities & Cumulative Ca ip tal .v 452-1101-452.02&452.03, 429-1050-460.42-02, 201-1111- Account No. 452.42-01, 407-1101-452.4201 Amount.,.,�......_ ........................._............... ��._�.�..... Terms of Contract ....__ .. �_... �m.................... Purpose/Description Approval of C.O. #3 ❑ Required Contractor's Certification Forms Attached (Non - Collusion,., Non -Discrimination„ Non -Debarment, E-Vrif, Iran, etc. red For Chance Orders On Amount ofN increase Decrease w 147,758.58 Previous Amount $ 17,746, 568.00 � .._................... Current Percent of Change: 0.79% New Amount $ 17,894,326..5.8..�.�.�....�.�........w... Total Percent of Change: -4.91 % Dispersal After Approval Copy Original w ❑ 0