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HomeMy WebLinkAbout202-16 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 202-16 File Number: 2016-0514 JBZ, INC. D/B/A ELLINGSON CONTRACTING CHANGE ORDER NO. 2: A RESOLUTION TO APPROVE CHANGE ORDER NO. 2 TO THE CONTRACT WITH JBZ, INC. D/B/A ELLINGSON CONTRACTING IN THE AMOUNT OF $17,455.00 FOR SITE DRAINAGE IMPROVEMENTS RELATED TO THE FAYETTEVILLE SENIOR CENTER KITCHEN EXPANSION PROJECT, AND TO APPROVE A BUDGET ADJUSTMENT RECOGNIZING COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS FOR THE PROJECT IN THE AMOUNT OF $95,000.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 2 to the contract with JBZ, Inc. d/b/a Ellingson Contracting in the amount of $17,455.00 for site drainage improvements related to the Fayetteville Senior Center Kitchen Expansion Project. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, recognizing Community Development Block Grant funds for the project in the amount of $95,000.00. PASSED and APPROVED on 11/15/2016 Attest: `�irsrilrlr I . I. 7. 2! .;YETI1_' Sondra E. Smith, City Clerk TreasLgt r lo JJ Page 1 Printed on 11/16116 113 West Mountain Street City of Fayetteville, Arkansas Fayetteville, AR 72701 rig (479) 575-8323 .r .. Text File to File Number: 2016-0514 Agenda Date: 11/15/2016 Version: 1 Status: Passed In Control: City Council Meeting File Type: Resolution Agenda Number: A. 6 JBZ, INC. D/B/A ELLINGSON CONTRACTING CHANGE ORDER NO. 2: A RESOLUTION TO APPROVE CHANGE ORDER NO. 2 TO THE CONTRACT WITH JBZ, INC. D/B/A ELLINGSON CONTRACTING IN THE AMOUNT OF $17,455.00 FOR SITE DRAINAGE IMPROVEMENTS RELATED TO THE FAYETTEVILLE SENIOR CENTER KITCHEN EXPANSION PROJECT, AND TO APPROVE A BUDGET ADJUSTMENT RECOGNIZING COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS FOR THE PROJECT IN THE AMOUNT OF $95,000.00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 2 to the contract with JBZ, Inc. d/b/a Ellingson Contracting in the amount of $17,455.00 for site drainage improvements related to the Fayetteville Senior Center Kitchen Expansion Project. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, recognizing Community Development Block Grant funds for the project in the amount of $95,000.00. City of Fayetteville, Arkansas Page 1 Printed on 1111612016 Wade Abernathy Submitted By City of Fayetteville Staff Review Form 2016-0514 Legistar File ID 11/15/20316 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 10/25/2016 Facilities Management/ _ Finance & Internal Services Department Submitted Date Division / Department Action Recommendation: To approve a budget adjustment to recognize funds from the CDBG Projects - NWAEDD for the kitchen upgrade at the Fayetteville Senior Activity and Wellness Center. These will be expended out of the Senior Center Kitchen Expansion Phase I per Resolution #109-16. Also approval of Change Order #2 to the Sr. Center Kitchen Expansion project for site drainage improvements and additional foundation pier depths in the amount of $17,455.00 Budget Impact: 4470.900.9470-5315.00 Sales Tax Capital Account Number Fund 15010.1 Walker Park Senior Activity & Wellness Center Project Number Project Title Budgeted Item? No Current Budget $ 141,578.00 Funds Obligated $ 138,251.23 Current Balance Does item have a cost? Yes Item Cost $ 95,000.00 Budget Adjustment Attached? Yes Budget Adjustment $ 95,000.00 Remaining Budget C; 3,326,77 V20140710 Previous Ordinance or Resolution # 109-16 Original Contract Number: 42315 Comments: Approval Date: CITY OF Fay —Ille 1� ARKANSAS MEETING OF NOVEMBER 15, 2016 TO: Mayor Lioneld Jordan CITY COUNCIL AGENDA MEMO THRU: Paul A Becker, Chief Financial Officer Connie Edmonston, Parks & Recreation Sr. Director FROM: -Wade Abernathy, Facilities Management/Building Construction Manager DATE: October 25, 2016 SUBJECT: Resolution to recognize Grant Revenue from CDBG Projects in the amount of $95,000 for the kitchen expansion at the Fayetteville Senior Activity and Wellness Center, and Approval of Change Order#2 to the Sr. Center Kitchen Expansion Contract with Ellingson Contracting for Site Drainage improvements in the amount of $17,455. RECOMMENDATION: Staff recommends passing of a resolution to recognize grant funds from CDBG Projects for the Kitchen Renovation project. The funds will be expended out of the Senior Center Kitchen Expansion Phase 1. The funds will be used to move some of the project phase 2 items forward resulting in expediting the project. With the approval of the 2017 Budget, the funds will also allow some of the value engineering items to be added back into the project. Approval of Change Order # 2 in the amount of $17,455.00 is also recommended to correct an existing drainage issue on the north side of the center, and also additional drill pier depths for the foundation. BACKGROUND: At the meeting of June 7, 2016, Council Approved a Contract with Ellingson Contracting for Kitchen Renovations at the Fayetteville Sr. Activity and Wellness Center. Phase 1 in 2016 and Phase 2 (with council approval of 2017 Budget) in 2017. An existing site drainage issue was not a part of the original scope of work. Adding this work will help alleviate excessive water run off during large rain events. DISCUSSION; - The grant funds will expedite the Sr. Center Kitchen Expansion project by allowing several phase 2 items to be completed this year. Approval of change order #2 will provide trench drains, new storm drain, and site concrete which will correct an existing site drainage issues. It also includes increased drill pier depths required for proper foundation support as recommended by the geo tech engineer. Staff's review of the original price for the site drainage was not in line with industry standards. Staff Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 negotiated on scope and unit prices to decrease the original quote by $3500. The new total for both items of $17,544 which has been reviewed by Staff and the Architectural Consultant. Both find it reasonable. BUDGET/STAFF IMPACT: A budget adjustment for $95,000 moving funds from 4470.900.9470-4309.00 Project 15010.1 Federal Grants -Capital to 4470.900.9470-5315.00 Project 15010.1 Contract services. A budget adjustment will not be required for Change Order #2 amount of $17,455.00 Attachments: Change Order #2 with Ellingson Contracting NDocument G701rm - 2001 Change Order PROJECT: (Name and address) Fay. Senior Center Renovation Fayetteville, AR TO CONTRACTOR: (Name and address) Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 CHANGE ORDER NUMBER: 002 DATE: 10/25/2016 ARCHITECT'S PROJECT NUMBER: 34415 CONTRACT DATE: 6/7/2016 CONTRACT FOR: General Construction OWNER 121 ARCHITECT 10 CONTRACTOR191 FIELD ❑ OTHER ❑ The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Consfruction Change Directives.) See attachments provided by Ellingson Contracting (COR # I - Pier Drilling Extra Depth, COR 42 Trench Drain Drain Pipe and Concrete Work) The original (Contract Sum) was $ 287,300 The net change by previously authorized Change Orders $ X53,560 The (Contract Sum) prior to this Change Order was $ 233,740 The (Contract Sum) will be (increased) by this Change Order in the amount of $ 17,455 The new (Contract Sum) including this Change Order, will be $ 251,195 The Contract Time will be (unchanged) by ( 0 ) days. The date of Substantial Completion as of the date of this Change Order, therefore, is unchanged (NOTE: This Change Order does not include changes in the Contract Sum, Conlracif Time or Guaranteed Marimuni Price that have been authorized by Construction Change Directive unlit 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.) NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. deMx architecture Ellingson Contracting City of Fayetteville ARCHITECT (Firm name) CONTRACTOR (Firm name) OWNER (Firm name) 104 N. East Ave. PO Box 7202 113 West Mountain Street Fayetteville, AR 72701 Siloam Springs, AR 72761 Fayett ville, AR 72701 ADORE§$ ADDRESS AOD BY rtrUrrre) BY (Signahu•e) Y (Sigt tore) Timothy W. Maddox, Principal David Ellingson, President Lioneld Jordan, May (Typed name) (Typed nante) (7vped name! 10/25/2016 10/25/16 1 (— 16—IL-e DATE DATE DATE A1A Document G701 Y" — 2001. Copyright Gt 1979, 1987, 2000 and 2001 ay The Amencan Institute of Architects. All rlghta reserved. VVARNnNG This AaA` document is protected by U.SCopyright Law and International Treaties. )unauthorized reproduction ordlstrlbufion 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. This document was created on 10/2512019 09:48:44 under the terms of AIA Documents -on -Demand- order no 200 84 97 54 9 , and is not for resale This document is licensed by The American Institute of Architects for one-time use only, and may not be reproduced prior to its completion Cellingson contracting CHANGE ORDER REQUEST Date: October 17th, 2016 To: Tim Maddox or Seth Spradlin DeMx Architects Re: Fayetteville Senior Center Kitchen Addition 945 S. College Ave Fayetteville, AR 72701 Change Order Request #2 Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 Description of Proposed Change: Cost for adding approximatly 40' of high-density, Zurn Trench drain on the north side of the new Kitchen Addition. Cost for adding additonal 170' of underground drain line to daylight on west side of building. Cost for demo of additinal site concrete and repouring approximatly 700 SF of new pavement that is pitched to drain properly. (cost of 500 SF of paving included in original bid) The total cost of this proposal is as follows: Labor $0.00 Material $0.00 Equipment $0.00 Subcontractor -Trench Drain $2,975.00 Subcontractor- Underground Drain Line $4,175.00 Subcontractor - Concrete Paving $6,615.00 Sub Total $13,765.00 Bond (2.6%) $357.89 OH & P (12.5%) $1,720.63 Lump Sum Total $15,486 Upon your approval, we intend to make this change/addition immediately. If you have any questions please feel free to contact me. Sincerely, David R. Ellingson Acceptance of Change Ellingson Contracting Name 7"IM PIR PVsX Mobile: 479-215-6889 Signature ig Dat 16 1-2 •��II4 Workspace Webmail :: Print Page 1 of 1 Print I Close Window Subject: Re: Trench Cost Break -Out From: josh johnson <jcplumbing-rich@hotmail.com> Date: Thu, Sep 29, 2016 9:21 pm To: David Ellingson <david@ellingsoncontracting.com> Excavating approximate 170' to run 6" drain line, install 6" line with proper grade get inspected and backfill w/native soil. Estimate. Material 6" pipe, fittings, couplings, elbows & 45deg elbow. Material $1,150.00 Backhoe $300.00 Labor 3ea technicians $2,725.00 Sent from my Phone > On Sep 29, 2016, at 3:26 PM, David Ellingson<david@ellingson contracting. com> wrote: > Rich, > Can you send me the break-out pricing on that trenching as soon as possible > Thanks! > -David Ellingson > Sent from my Phone Copyright © 2003-2016. All rights reserved. https://email16.godaddy.com/view_print_multi.php?uidArray=l 1870JINB0X&aEmlPart=0 10/4/2016 Workspace Webmail :: Print Print I Close Window Subject: Re: Zurn flow trench drain From: josh johnson <jcplumbing-rich@hotmail.com> Date: Tue, Oct 04, 2016 1:05 pm To: David Ellingson <david@ellingsoncontracting.com> Estimate on trench drain $57 a foot, 3 ea end caps $24.00 ea. Labor is $623 Sent from my iPhone On Oct 4, 2016, at 8:52 AM, David Ellingson<davidPellingsoncontracting.com> wrote Rich, Page 1 of 2 I need that pricing break-out for the $2,975 trench drain price in an e-mail today so I can submit it to the Owner. Please reply back this morning with break-out. Thanks, David R. Ellingson, CPC, LEED AP, CPESC Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 Phone: 479.215.6889 -------- Original Message -------- Subject: RE: Zurn flow trench drain From: "David Ellingson" <david@ellingsoncontracting.com> Date: Tue, September 20, 2016 2:22 pm To: "josh johnson" <icDlumbing-rich()hotmail.com> Rich, Owner has asked if you can itemize this $2,975 cost at least by: -Labor -Material -Equipment -Subcontractor -Overhead Thanks, David R. Ellingson, CPC, LEED AP, CPESC Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 https://email 16.godaddy.com/view_print_multi.php?uidArray=I 1954JfNBOX&aEmlPart=O 10/4/2016 Workspace Webmail :: Print Page 2 of 2 Phone: 479.215.6889 -------- Original Message -------- Subject: Zurn flow trench drain From: josh johnson <icplumbino-rich@hotmail,com> Date: Wed, September 07, 2016 9:50 pm To: David Ellingson<david@ellingsoncontracting.com> 6" wide pre sloped system, high density poly, duct tile Iron slotted drain. Zurn trench drain end cap, Zurn trench drain bottom out, Zurn trench drain end out. 40 ' long. Includes piping and labor $2,975.00. Thank you David Sent from my iPhone Copyright @ 2003-2016. All rights reserved, https://emailI6.godaddy.com/view_print_multi.php?uidArray=11954JfNBOX&aEm1Part=U 10/4/2016 Workspace Webmail :: Print Page 1 oft Print I Close Window Subject: RE: Added Concrete Paving Pricing From: Mike Castagna <mcastagna@wincastconcrete.com> Date: Tue, Sep 20, 2016 10:08 pm To: David Ellingson <david@ellingsoncontracting.com> David, As requested, please see breakdown listed below. I have gone ahead and broken it down as far as I could. This should give them what they need. Demolition Equipment —1,250 Labor — 1,850 Haul Off — 450 Pour Back Forms/Expansion Joint — 155 Gravel — 670 Equipment —785 Wire Mesh —455 Paving Prep Labor — 650 Concrete — 2,955 Place & Finish — 1,250 Saw Cut — 250 Cure— 100 Tools — 75 Strip Forms — 150 Power Wash —400 Raised Curb -450 Supervision — 750 Truck/Fuel — 125 Original 0&P — 1,725 1500 SF Total Total - $14,495 Cost Mike Castagna • President Wincast Concrete Services Phone: 479-531-9990 Fax: 479-373-1424 New 1005 Values 960 250 155 550 653 400 575 2264 1075 200 30 65 120 375 450 650 115 1650 Reduced to Less 1200 SF Plumber $11,592.00 Clean -Up of $250 Cost Split: From: David FI[iagcon (mai�o:david@llingc eoncontracting.com] l ngson F for SEElili 00 500 SF 500700-SF for l Sent: Tuesday, September 20, 2016 12:30 PM - To: Mike Castagna <mcastagna@wincastconcrete.com> Subject: RE: Added Concrete Paving Pricing' Owner has asked if you can break this down at least by: Cost to City of ( Fayetteville for Demo -Labor and Concrete Scope to be put into COR #2 https://email 16.godaddy.com/view_print_multi.php?uidArray=l 16761INB0X&aEmlPart=0 10/4/2016 Workspace Webmail :: Print -Material -Equipment -Subcontractor -Overhead Thanks, David R. Ellingson, CPC, LEED AP, CPESC Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 Phone: 479.215.6889 -------- Original Message -------- Subject: Added Concrete Paving Pricing From: Mike Castagna <mcastaona@wincastconcrete.com> Date: Mon, September 12, 2016 10:27 pm To: David Ellingson<david@ellingsoncontracting.com> David, Please see attached pricing for your review. Mike Castagna • President Wincast Concrete Services Phone: 479-531-9990 Fax: 479-373-1424 Copyright @ 2003-2016. All rights reserved. Page 2 of 2 https:Hemai116.godaddy.com/view_pririt—multi.php?uidAi-i-ay=l 1676JINB0X&aEmlPart=0 10/4/2016 Cellingson contracting CHANGE ORDER REQUEST Date: September 19th, 2016 To: Tim Maddox or Seth Spradlin DeMx Architects Re: Fayetteville Senior Center Kitchen Addition 945 S. College Ave Fayetteville, AR 72701 Change Order Request #1 Description of Proposed Change: Ellingson Contracting PO Box 7202 Siloam Springs, AR 72761 Cost for drilling west pier deeper than noted on plans. Plans indicated 15' pier depth. GTS Testing agency required a depth of 22' for the pier depth. Please see attached subcontractor break-out of costs. The total cost of this proposal is as follows: Labor $0.00 Material $0.00 Equipment $0.00 Subcontractors $1,750.00 Sub Total $1,750.00 Bond (2.6%) $45.50 OH & P (12.5%) $218.75 Lump Sum Total $1,969 Upon your approval, we intend to make this change/addition immediately. If you have any questions please feel free to contact me. Sincerely, David R. Ellingson Ellingson Contracting Mobile: 479-215-6889 Acceptance of Change Name Tin Signa�u, Workspace Webmail :: Print Page 1 of 1 Print I Close Window Subject: Drilled Pier Extra Breakdown From: Mike Castagna <mcastagna@wincastconcrete.com> Date: Fri, Sep 09, 2016 6:19 pm To: David Ellingson<david@ellingsoncontracting.com> David, Please see breakdown below. Drilling -850 Rebar -300 Concrete —100 Spoils Haul Off -50 Labor— 100 Supervision —100 0&P — 250 Total - $1,750 . Mike Castagna • President Wincast Concrete Services Phone: 479-531-9990 Fax: 479-373-1424 Copyright© 2003-2016. All rights reserved. https://emaill6.godaddy.com/view_print—multi.php?uidArray=11483JINBOX&aEmlPart=O 9/13/2016 � 1915 N. Shiloh Dr, Suite 1 office Locations GTS, S, Inc. 1 Fayetteville, Arkansas 727046611 Fayetteville, Arkansas office #: 479-521-7645 Fort Smith, Arkansas fax#: 479-521-6232 Tulsa, Oklahoma vNAV.ut`C-o aitirii.nE;, Dallas, Texas Reinforcing Steel information Vertical Bars: 10 #6 Tie Bars: 12" O.C. #3 General Soil Description Gravel with Clay (very moist)* Brown Lean to Fat Clay with Gravel water)' Brown Shaley Clay (Water * Brown Clayey Weathered Shale (Water)* *Water observed to be washing cuttings off auger during pier excavation Comments: Pier excavation was observed to be in the existinq qrease trap. Pier excavation was observed to cave in during drilling operations. Water was observed in excavation beginning at a depth of 7 ft. Cuttings generally observed to be clays mixed with gravel material used as backfiH around grease trap and adjacent utility lines. Measurement could not be obtained during drilling due to cave in and cuttings In bottom of excavation. Drill operator indicated harder drilling conditions beginning at a depth of approximately 18 feet below adjoining soil grades. Drilled pier contractor utilized a cleanout bucket to remove the water and cuttings_ from pier excavation. Approximately 7 cleanout passes ,performed to remove cuttings and final pier depth was measured to be 24.5 feet below adiolninq soils grades. Water observed to be less than 3 inches and pier Drilled Shaft Diam ` in: 24 Top of Rock EL: 18.00 Bottom of -Pier EL: —24.5 below FIFE Pier Field Record Fayetteville Senior Center - Kitchen Add. Date: 8/29/2016 16-11262.1 Client, Ellingson Contracting Jason Williams Subcontractor. Long's Drilling Pier #1 West Pier Weather and Temperature: 88 °F, Sunny L 18'-6" East of Building &cavatfon McMod: Auger I End Time: 1:05 PM 2:40 PM Concrete Placement Method: Free Fall Raced and sober drawirrcf�s Yes _ Relative Finished Floor Elev., Measurements Per Plans/FFE Actual EL finish floor Total Depth Drilled, feet 15.00 24.50 Actual EL: elevation Top of Pier Elevation, feet 2.5 below FFE 2.5 below FFE Bottom of Pier Elevation, feet --24.5 below FFE Top of Rock Elevation, feet - 18.00 Shaft Diameter, inches 24 24 Top of Pier Rock Socket Required, feet 6 - 8 - EL: 2.5 below Rock Socket Drilled, feet - 6.50 FFE Total Pier Depth, Feet 22.00 Reinforcing Steel information Vertical Bars: 10 #6 Tie Bars: 12" O.C. #3 General Soil Description Gravel with Clay (very moist)* Brown Lean to Fat Clay with Gravel water)' Brown Shaley Clay (Water * Brown Clayey Weathered Shale (Water)* *Water observed to be washing cuttings off auger during pier excavation Comments: Pier excavation was observed to be in the existinq qrease trap. Pier excavation was observed to cave in during drilling operations. Water was observed in excavation beginning at a depth of 7 ft. Cuttings generally observed to be clays mixed with gravel material used as backfiH around grease trap and adjacent utility lines. Measurement could not be obtained during drilling due to cave in and cuttings In bottom of excavation. Drill operator indicated harder drilling conditions beginning at a depth of approximately 18 feet below adjoining soil grades. Drilled pier contractor utilized a cleanout bucket to remove the water and cuttings_ from pier excavation. Approximately 7 cleanout passes ,performed to remove cuttings and final pier depth was measured to be 24.5 feet below adiolninq soils grades. Water observed to be less than 3 inches and pier Drilled Shaft Diam ` in: 24 Top of Rock EL: 18.00 Bottom of -Pier EL: —24.5 below FIFE ��— — 1915 N. Shiloh Dr, Suite 1 Office Locations GTS, Inc. { Fayetteville, Arkansas 72704-6611 Fayetteville, Arkansas s...�... office #: 479-521-7645 Fort Smith, Arkansas fax #: 479-521-6232 Tulsa, Oklahoma vs rJ_ tt -9 ocnsui na—net' Dallas, Texas Measurements Pier Field Record Actual EL Fayetteville Senior Center - Kitchen Add. QaLeL 8/29/2016 16-11262.2 17.00 Client: _ Ellingson Contracting Jason Williams 2.5 below FIFE Subcontractor. Long's Drilling - Pier#2 (East Pier_ Weather and Temperature: 88 'F, Sunny 37'-10" East of Building Excavation Method: Auger I End Time: 3:19 PM 3:35 PM Concrete Placement Method, _ Free Fall rlaced and se er draw' t s? Yes Relative Finished Floor Elev. 0'-0" Measurements PerPlans/FFE Actual EL - finish floor Total Depth Drilled, feet _ 15.00 17.00 Actual EL: elevation Top of Pier Elevation, feet 2.5 below FFE 2.5 below FIFE Bottom of Pier Elevation, feet - -17' below FFE Top of Rock Elevation, feet - 9.50 Shaft Diameter, inches _ 24 24 Top of Pier Rock Socket Required, feet _ 6 - B - EL: 2.5 below Rock Socket Drilled, feet - 7.50 FIFE Total Pier Depth, Feet - . 14.70 Rgfn[2rcjng Steel Information Vertical Bars:10 #6 Tie Bars: 1 12' O.C. #3 Gravel with Clay (Fill) Brown Clay Brown Clay with Shale Fragments Brown Clayey Weathered Shale T Comments: Contractor initially began drilling pier at 1:00 pm, but encountered utility lines at 3 feet below rade_ Contractor drilled second pier while remedial work performed to de -energize power lines. No water encountered during pier excavation at referenced pier location. Drilled Shaft Diam. In: 24 Top of Rock EL: 9.50 Bottom -of PleF - - EL: -17' below FFE City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division Adjustment Number /Org2 PARKS & RECREATION (520) 2016 Requestor: Wade Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: To recognize grant revenue from CDBG for the kitchen renovation at the Senior Center. RESOLUTION/ORDINANCE COUNCIL DATE: LEGISTAR FILE ID#: 11/15/2016 2016-0514 13 G€f' ba rG/ FPRL 10/26/2016 1:27 PM Budget Director Date TYPE: DESCRIPTION: GLDATE: POSTED: TOTAL 95,000 95,000 v,20161021 Increase / (Decrease) Proiect.Sub# Account Number Expense Revenue Project Sub AT Account Name 4470.900.9470-4309.00 95,000 15010 1 RE Federal Grants - Capital 4470.900.9470-5315.00 95,000 - 15010 1 EX Contract Services - : C:\Users\Ismith\AppData\Roaming\L5\Temp\2a43e5be-Oe5e-4982-a488-OOcaIfd3444t I of 1 Wade Abernathy Submitted By City of Fayetteville Staff Review Form 2017-0002 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 1/4/2017 Submitted Date Facilities Management / Finance & Internal Services Department Division / Department Action Recommendation: Approval of Change Order #3 to the Sr. Center Kitchen Expansion Contract Bid #16-23 with Ellingson Contracting for concrete roofing tiles, added gutters/flashings and additional Pipe Bollard in the amount of $7,069.00. Budget Impact: 4470.520.8520-5315.00 Sales Tax Cap. Improvement Account Number 15010.1 Project Number Fund Walker Park Sr. Activity & Wellness Center Project Title Budgeted Item? No Current Budget $ 236,578.00 Funds Obligated $ 236,301.11 Current Balance $ 276.89 Does item have a cost? Yes Item Cost $ _ 7,069.00 Budget Adjustment Attached? NA Budget Adjustment Remaining Budget (6,792.11) V20140710 Previous Ordinance or Resolution # Original Contract Number: Approval Date: I— io -'ZO( Comments: At the time this SRF was completed, the 2017 budget of $150,000 has not beeni?ntered into the project accounting summary.