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Home My WebLink AboutContract 51069-CO1 CITY SECRETARY FORTWORTH, fURTT�, cCNTRACT N0. ..H City Of Fort Worth Change Order Request Facility and Project New Park and Recreation Department Consolidated Service Center City Sec No. 51069 Description: Funding(FID)34017-0800450-5740010--101010-004480-9999 City Proj.No. 101010 No.(s) Contractor:IThomas S.Byrne d/b/a Byrne Construction Services Change Order#0 Date: 216/2019 City Project Mgr.Ronnie Clements City Inspector: Alan Bagamery Phone Number:(817)392-8014 Phone Number: (817)392-2391 Contract Time (CD) Original Contract Amount--------------------------------------------------------------------------- $7,798,644.00 330 Extrasto Date----------—----------------------------------------------------------—------—---— $0.00 0 Creditsto Date-----------------------------------------------------------------------------------•- $0.00 0 Pending Change Orders(in M&C Process)----------------------------------------------- $0.00 0 Contract Cost to Date-------------------------------------------------------------------------------- $7,798,644.00 330 Amount of Proposed Change Order----------------------------------------------------------- $205,037.00 0 Revised Contract Amount-------------•-------------------------------------------------- $8,003,681.00 330 Original Funds Available for Change Orders-----------—---------------------------------------- $0.00 Remaining Funds Available for this CO------------—----------------—---------------------------------- $0.00 Additional Funding(if necessary)-------------------------------------------------------------------------- $0.00 CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 2.63 MAX ALLOWABLE CONTRACT AMOUNT(ORIGINAL CONTRACT COST+25%) $9,748,305.00 JUSTIFICATION(REASONS)FOR CHANGE ORDER The purpose of Chnge Order No.1 is for the cost increase for changes required during the pgrmitting process.Additionally,the increase is due to installing a new drive approach at James Ave.and addiq polished concreteflro7a th'' k9hange Order No.1($205,037.00) increases the original contract amount($7,798,644.00)forgPefised contract a t81j931 $ ti%increase to the original contract, ` Uttt by M J. ase iVy Secretary S. It is understood and agreed that the acceptance of this Change Order by the contractdrb6fif!{Mese rd and satisfaction and represents payment in full(both time and money)for all costs arising out of,or incindental to the above Change Order. Byrne Construction Services Martin Lehman d o? Zo 9 ontract is Company Name Contractor Name Contractor Signature Da e I 3 Iq ILA' PM Inspector ate Architecural Services Manager Date 2 /3 / ,6S -i PMD Superintendent Date PAsistant City A ey Qate PMD Prtct anager Date ir'co rop Management Department Date' Project Architect Date Assistant City Manager Date M&C Number C-2902? M&C Date Approved 2/5/2019 +1519,96: an19- L131423 Contract Compliance Manager. �J//_. _^ By signing I acknowledge that I am the person responsible (/{/ � �.7�r J for the monitoring and administration of this contract,including Brian R.Glass,AIA ensuring all performance and reporting requirements. Architectural Services Manager FT TX WORTH, M&C Review Page 1 of 2 Official site of the City of Fort Worth,Texas CITY COUNCIL AGENDA FORTTIl COUNCIL ACTION: Approved on 2/5/2019 REFERENCE ** 21 PARD CONSOLIDATED DATE: 2/5/2019 NO.: C-29027 LOG NAME: SERVICE CENTER CHANGE ORDER 1 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of Change Order No. 1 in the Amount of$205,037.00 to City Secretary Contract No. 51069 with Byrne Construction Services for a Revised Contract Amount of$8,003,681.00 for the New Park and Recreation Department Consolidated Service Center Located at Greenbriar Park, 5199 James Avenue (COUNCIL DISTRICT 9) RECOMMENDATION: It is recommended that the City Council authorize the execution of Change Order No. 1 in the amount of$205,037.00 to City Secretary Contract No. 51069 with Byrne Construction Services for a Revised Contract amount of$8,003,681.00 for the PARD Service Center Project. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize Change Order No. 1 is for the cost increase for changes required during the permitting process. Additionally, the increase is due to installing a new drive approach at James Ave. and adding polished concrete floors to the project. City Council authorized an Architectural Service Agreement with Quorum Architects, Inc. for the design of the new PARD Service Center located at Greenbriar Park, 5199 James Avenue, on June 20, 2017 (M&C C-28283). City Council authorized a CMAR Construction contract with Thomas S. Byrne, Inc., d/b/a Byrne Construction Services on December 12, 2017 (M&C C-28518) for the construction of the new PARD Service Center. The negotiated contract price was $2,590.00 less than authorized by the City Council in M&C C-28518. The new PARD Service Center will consolidate various service centers in the City providing improved efficiency and management. Change Order No. 1 will be funded through budgeted project contingency. The total project budget, including design, construction, project administration, contingency, etc., remains $10,000,000.00. MWBE Office-Thomas S. Byrne, Inc., d/b/a Byrne Construction Services is in compliance with the City's BDE Ordinance by committing to 16.00% MBE participation on this Change Order# 1. The PARD Service Center is located in COUNCIL DISTRICT 9. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendation, funds will be available in the current capital budget, as appropriated of the Tax Note 2017 Fund. (Park and Recreation Department Maintenance Facility Relocation Project; City Project No. 101010). TO Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 FROM http://apps.cfwnet.org/council_packet/mc review.asp?ID=26685&councildate=2/5/2019 2/13/2019 M&C Review Page 2 of 2 Fund Department Account ProjectProgram Activity Budget Reference# Amount ID I ID I I I Year I (Chartfield 2) Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Roger Venables (6334) Additional Information Contact: Brian Glass (8088) ATTACHMENTS Form 1295 Certificate - Byrne Redacted.pdf Greenbriar Park Location Map.pdf http://apps.cfwnet.org/council_packet/mc review.asp?ID=26685&councildate=2/5/2019 2/13/2019 BYMPCO #002 CONSTRUCTION SERVICES Byrne Construction Services Project: 1554-Fort Worth PARD Service Center 551 E.Berry Street 5199 James Avenue Fort Worth,Texas 76110 Fort Worth,Texas 76115 Phone:(817)335-3394 Fax:(817)877-5507 Prime Contract Potential Change Order #002: ASI 1 & 2 Conformed Set of Documents, CoFW Permit Set Review & Owner Requested Revisions TO: City of Fort Worth FROM: Thos.S.Byrne,Inc. 200 Texas St. 551 E Berry St Fort Worth Texas,76102 Fort Worth Texas,76110 PCO NUMBER/REVISION: 002/1 CONTRACT: 1-Fort Worth PARD Service Center Prime Contract REQUEST RECEIVED FROM: James Diestel (City of Fort Worth) CREATED BY: J.R.Evans (Thos.S.Byrne,Inc.) STATUS: Pending-Pricing CREATED DATE: 11/19/2018 REFERENCE: see attached issued documents PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: Park and Recreation Service Center ACCOUNTING Amount Based METHOD: SCHEDULE IMPACT: 0 days PAID IN FULL: No TOTAL AMOUNT $62,345.00 POTENTIAL CHANGE ORDER TITLE:ASI 1 &2 Conformed Set of Documents,CoFW Permit Set Review&Owner Requested Revisions CHANGE REASON:Scope Revision POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) ASI 1 Conformed Set Value Engineering Acceptance&ASI 2 Revisions Post Bid to Contract Documents ASI 1 Conformed Set Reissue of Contract Documents to Capture Value Engineering Acceptance ASI 2 Revisions to Contract Documents Post Bid ATTACHMENTS: ASI 1 and ASI 2 Summary and Cvr Ltr.pdf FW PARD Conformed Set Specs.pdf _FW PARD Conformed Set Dwas.odf Approval Needed By:Monday,November 26,2018 We are awaiting your approval prior to proceeding with this work.In order to prevent any delay,this change must be approved by the date X shown above. We are proceeding with this work.Please provide written notice immediately if we are to stopwork associated with this change and await further direction.Please provide approval of this change by the date shown above. This work is complete.Please provide approval of this change by the date shown above. Funding Source: X This proposed change will be funded by City of Fort Worth via a future Change Order increasing or decreasing the Contract per the amount listed above. This proposed change will be funded by the Owner's Contingency within the GMP and GMP amount will not change This proposed change will be funded by the Contractor's Contingency within the GMP and GMP amount will not change. Our breakdown is attached for your review and approval.Please return one signed copy of this Proposed Change approving the associated costs,time extensions,and funding source indicated herein. Byrne Construction Services page 1 of 2 Printed On: 12/1812018 08:32 AM OYMPCO #002 CONSTRUCTION SERVICES David Duman(Quorum Architects,Inc.) City of Fort Worth Thos.S.Byrne,Inc. 707 West Vickery Blvd.,Suite 101 200 Texas St. 551 E Berry St Fort Worth Texas 76104 Fort Worth Texas 76102 Fort Worth Texas 76110 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Byrne Construction Services page 2 of 2 Printed On: 12/1812018 08:32 AM Project: Project Name FW PARD Crestline Facility Relocation Address 5199 James Avenue BYRINECONSTRUCTION SERVICES Byrre Joy,Stateb Fon Worth,Texas 76115 Byme Job No. 1554 Analysis of Estimate Date: December 18,2018 Documents: ASI 1 8 ASI 2 PC No. 002R Description: Conformed Set of Documents,Owner Requested Revisions and Permit Set Review Comments Revision:1 Arch Ref No.: Description Vendod5ubcantractor Quantity UM Man UP Man Total Labor UP Labor Total Major Purchase Order Subcontract Sub Bond 0 0 1 Drywall Revisions JE Companies 1 LS 0 0 10,950 274 0 0 2 Signage Revisions ASI 1 8 ASl2 Benchmark Signs 1 I-S 0 0 (215) 0 0 0 3 Electrical Revisions JMEG Electrical 1 LS 0 0 3,333 0 0 0 4 Door Revisions Commercial Hardware 1 LS 0 0 0 0 0 0 5 Landscaping Revisions(Sprinkle 8 Sprout) Cole Construction 1 LS 0 0 17,509 438 0 0 6 Excavation at Aggregate Storage Bins Obra Ramos 2 LS 0 0 18,632 466 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 0 11 0 0 0 0 0 0 0 Sub-Totals $ - $ - $ - $ 50,209 $ 1,178 MaterialTotal... .................................................................................................................................$ - MaterialSales Taxax................................................................................................................................ Included TSBLabor.............................................................................................................................................$ - TSBLaborBurden......................................................................................... 45.00%............... $ - PurchaseOrder Sub Total.......................................................................................................................$ - SalesTax on PO's.................................................................................................................................. Included SubcontractWork Total........................................................................................................................... $ 50,209 Sub-Total 0 $ 50,209 Printing/Postage/Courier.......................................................................................................................... $ - Small Tools/Equipment(5%ofMaterial Labor Total)......................................... 5.00%.........,...............$ - PM/Estimating/Supervision($55.00/Hr)-8 hrs........................................................................................... $ 440 Safety..__..............................................................................._................... 2.00%.........,.............. $ 1,004 ..............._..........................................................................___................ 0.00%....................... $ - ................................................................................................................... 0.00%........................,$ - Sub-Total - 7 51,653 Sub-Bonds............................................................................................................................................$ 1,178 Bond Premiums(Byrne).................................................................................. 0.86%.........................$ 536 General Liability Insurance..................................._......................................... 0.565%.........,...............$ 352 Umbrella Insurance Premiums.......................................................................... 0.395%........................$ 246 Builders Risk Insurance................................................................................... 0.021%....................... $ 13 AcctglfT..................................................................................................._... 0.330%.........,..............,$ - Sub-Total $ 53,978 General Job Overhead..................... .........._._.........,................................... 10.00% ................$ 5,398 Sub-Total $ 59,376 Fee.............................................................................................................. 5.00%.........................$ 2,969 Sales Tax................................................................... Included or Excluded 8.250%.........................$ - Tax Exempt TOTAL this estimate $ 62,345 TOTAL this Estimate with Owner General Contingency Allowance Expenditure $ BY CONSTRUCTION SERVICES Clarifications Page PC No. 002R Rev 1 Inclusions 1. Per ASI 1, Sediment Pond is to remain in project at the end of the job and is to be included in the Phase 2 design not currently part of this project. 2. ASI 1 Item No. 17, the gas line cannot be in the same waterline easement per the CoFW. Please refer to response to RFI No. 01 showing confirmation of new route for the gas line. 3. ASI 2 - Item No. 4-Refer to ASI No. 11 for clarifications for bldg pad prep for aggregate storage bins. Bin pad prep included excavation down to 11.5ft as noted in structural documents. Exclusions 1. Byrne excludes pricing for any items not specifically listed and reserve the right to submit pricing for any items missed during this pricing event in the future. 2. Pricing Excludes costs for post signage as Byrne is awaiting final costs from signage subcontractor. This will be submitted in a seprate proposal. Work Authorization Invoice # J&E 602D01 COMPANIES Project: Fort Worth PARD Date: 12/12/2018 To: Byrne Construction Attn: J.R. Evans DESCRIPTION OF WORK: PC#9 Breakout LABOR: General Superintendent: 1 Hours @ $ 45.00 ............................................. $ 45 0 Hours @ $ 22.50 Premium Time ONLY....... $ - Foreman: 8 Hours @ $ 35.00 ........................................... $ 280 0 Hours @ $ 17.50 Premium Time ONLY....... $ - Mechanic: 110 Hours @ $ 24.00 ............................................. $ 2,640 0 Hours @ $ 12.00 Premium Time ONLY....... $ - Scaffold: 0 Hours @ $ 20.00 ............................................. $ - 0 Hours @ $ 10.00 Premium Time ONLY....... $ - Laborer/Driver: 20 Hours @ $ 20.00 .......................................... .. $ 400 0 Hours @ $ 10.00 Premium Time ONLY....... $ - Labor Burden: 44% $ 1,481 SUBTOTAL: $ 4,846 MATERIAL: 10905 sf Gypsum Rock @ $ 0.35 $ 3,817 32 ea. Fire Caulk Tubes @ $ 15.00 $ 480 box Drywall Screws @ $ 54.50 $ 109 PCs @ $ - $ - ea. @ $ - $ - ea. @ $ - $ - ea. @ $ - $ - ea. @ $ - $ - Sales Taxes: 0.000�a $ - SUBTOTAL: $ 4,406 EQUIPMENT: ea. 19' Scissor Lift @ $ 250.00 wk. $ 250 Sales Taxes: 8.250io $ 21 SUBTOTAL: $ 271 SUBTOTAL: $ 9,522 Overhead & Profit @: 15% $ 1,428 GRAND TOTAL (pay this amount) $ 10,950 AVISONAVAN' Project Date: 10/29/18 aioia P10049-18.02 7329 W.Vickery Blvd Benbrook, TX 76116 FORT WORTH Carl Brooks P: 817-560-9965 cbrooks@benchmarksigns.biz PARK RECREATION Ext 101 WOB-Fed SERVICE CENTER Page 1 of 1 CP 2, RVSD LTRS Quantity Unit Size Description Unit Price Subtotal TOTAL CP 2:LETTER CHANGES PER ASI 1 AND ASI 2, DRAWING A201 CREDIT FOR LETTERS ORIGINAL WORK Cast Aluminum Letters, Helvetica Font, Painted Finish, Rear Stud Rail Mounting,TEXT: AND (1 SET, 3 ea 10"X 1" UC) $ 1C'7.52) $ (322.56) $ (322.56 REVISED LETTERING Cast Aluminum Letters, Helvetica Font, Painted Finish, Rear Stud Rail Mounting, TEXT: &(1 SET, 1 ea 10"X 1" UC) $ 107.52 $ 107.52 $ 107.52 NET DECREASE TO CONTRACT $ 215.04 NOTE: If our proposal is accepted, then all parts of this proposal become part of the contract or purchase order. ALL INFORMATION IN THE PROPOSAL IS CONFIDENTIAL AND FOR THE SOLE USE BETWEEN BENCHMARK SIGNS AND THE CUSTOMER AND MAY NOT BE SHARED OUTSIDE WITH ANY PARTY. Pricing Good For Only 30 Days. Add Sales Tax of 8.25% nd Bonding Of 3%Where Applicable. 1 JMEG ELECTRICAL CONTRACTORS 9/10/2018 Fort Worth Park and Recreation Consolidated Service Center 551 E. Berry St. Fort Worth, TX 76110 Attention: Shawn Graefser Reference: Fort Worth Park and Recreation Department Consolidated Service Center JMEG Job#: Job #3610 Request for Change Order #001 JMEG, LP submits the following proposal for your review and issuance of a Subcontract Change Order in the amount of $3,333.00. SCOPE: 1) Per ASI #001 It #002, dated 07/25/18, add data receptacles, add quadraplex receptacles, delete junction boxes, switches and motor starters for overhead doors, revise panel sizes and breakers, add disconnects, revise conduit and feeder sizes for Oncor, data/telecommunication, security and power to buildings. CLARIFICATIONS: 1) Work to be performed during normal business hours. EXCLUSIONS: 1) All Exclusions listed in our original base bid proposal for this project are still valid unless specifically noted otherwise herein. 2) Removal or disposal of any fixtures, lamps, lenses, ballasts, etc. 3) Asbestos removal or the working around any asbestos containing material. 4) The upgrade of any existing electrical system associated with this Change Order. We will proceed with this proposal upon your written direction and in accordance with our contract. Please call should you have any questions. Sincerely, JMEG, L.P. Gr Project Manager (817) 246-1336 Regulated by The Texas Department of Licensing &Regulation, P. O. Box 12157,Austin,TX 78711 800-803-9202;wvw.tdir.texas.gov TECL#17382 2 Description Quantity Net Cost Labor Total Material Total Hours 1 1 SECTION PANEL 0 0.00 0.00 0.00 0.00 2 15-60A 1P 120/208V BOLT-ON BREAKER 18 17.05 0.45 306.90 8.16 3 15-60A 2P 120/208V BOLT-ON BREAKER -3 37.55 0.69 -112.65 -2.07 4 15-60A 3P 120/208V BOLT-ON BREAKER -3 119.99 0.76 -359.97 -2.27 5 125-225A 3P 120/208V BOLT-ON BREAKER 0 675.50 0.00 0.00 0.00 6 30/3 F 240V N3R 1 73.71 1.51 73.71 1.51 7 MOTOR RATED SWITCH N1 -10 41.16 0.94 -411.60 -9.41 8 3/4"EMT 760 93.10 6.77 707.56 51.46 9 3/4"EMT STL SS CONN 92 27.06 10.90 24.90 10.03 10 3/4"EMT STL SS CPLG 21 27.93 5.54 5.87 1.16 11 2"PVC 110 107.63 9.07 118.39 9.98 12 2-1/2"PVC -420 168.73 12.10 -708.67 -50.80 13 3"PVC 580 206.22 13.61 1,196.08 78.93 14 "PVC 980 284.58 15.12 2,788.88 148.18 15 2-1/2"PVC 90 ELBOW -6 324.60 21.17 -19.48 -1.27 16 3/4" MINERALAC STRAP 61 32.79 13.44 20.00 8.20 17 4"SQ BOX 2-1/8"D 7 211.90 28.56 14.83 2.00 18 "SQ BLANK COVER -10 30.39 9.07 -3.04 -0.91 19 "SQ 1G PL-RING 1/2"RISE 15 43.69 7.56 6.55 1.13 20 4"SQ 2G PL-RING 1/2"RISE 2 62.69 7.56 1.25 0.15 21 GRD PIGTAIL W/SCREW -8 26.56 5.04 -2.12 -0.40 22 FASTENER 88 0.17 0.05 14.96 4.44 23 H23 SQ BOX MTG BRKT 2 83.31 8.40 1.67 0.17 24 #12 THHN SOLID 836 148.79 5.04 124.39 4.21 25 #6 THHN 110 627.51 8.82 69.03 0.97 26 #1THHN -110 1,843.65 13.86 -202.80 -1.52 27 1/0 THHN 440 2,218.10 16.38 975.96 7.21 28 /0 THHN -440 4,380.25 28.98 -1,927.31 -12.75 29 300MCM THHN -1,680 6,241.54 35.28 -10,485.79 -59.27 30 PULLSTRING 576 10.50 3.78 6.05 2.18 31 RED SCOTCHLOCK -30 86.80 5.71 -2.60 -1.71 32 20A MOMENTARY CONTACT SW -10 29.04 0.28 -290.40 -2.80 33 20A DUPLEX REC 4 2.84 0.28 11.36 1.12 34 20A IG DUPLEX REC 0 7.87 0.00 0.00 0.00 35 2G PLASTIC DUP REC PLATE 2 52.67 12.60 1.05 0.25 36 TELE/DATA OUTLET 15 0.00 0.00 0.00 0.00 otals 1,990 -8,057.04 196.25 Regulated by The Texas Department of Licensing &Regulation, P. O. Box 12157,Austin, TX 78711 800-803-9202;www.tdlr.texas.gov TECL#17382 3 Labor Type Hours Rate$ SubTotal Brdn% Total 1 ELECTRICIAN 147.19 25.10 3,694.47 42.000 5,246.15 2 APPRENTICE 29.44 19.70 579.97 42.000 823.56 3 HELPER 19.63 17.60 345.49 42.000 490.60 otals 196.26 23.54 4,619.93 42.000 6,560.31 Indirect Labor Hours Rate$ SubTotal Brdn% Total 1 SUPERVISION 10.30 41.50 427.45 42.000 606.98 2 FOREMAN 35.33 28.00 989.24 42.000 1,404.72 3 MATERIAL DISTRIBUTION 10.30 18.00 185.40 42.000 263.27 4 CLEANUP/LABORER 10.30 12.60 129.78 42.000 184.29 6 SAFETY ENGINEER 0.50 31.25 15.63 42.000 22.19 9 PROJECT MANAGER 1.00 48.00 48.00 42.000 68.16 IT otals 67.73 26.51 1,795.50 42.000 2,549.61 General Expenses Quantity Duration Cost/Unit Total Cost Tax(%) Total 14 TRENCHER (LF) 1.00 7.00 230.00 1,610.00 8.250 1,917.11 26 CONSUMABLES -8,057.04 0.05 -402.85 8.250 -436.09 27 SMALLTOOLS 6,560.31 0.05 328.02 8.250 355.08 28 SAFETY SUPPLIES 6,560.31 0.02 131.21 8.250 142.03 Totals 1,666.381 137.47 1,978.13 Database Material(Extension) -8,057.04 Material Total -8,057.04 Direct Labor 6,560.31 Indirect Labor 2,549.61 Labor Total 9,109.92 General Expenses 1,803.85 IT otal Cost 2,856.73 General Expenses Overhead 9.662 174.28 Adjustment Overhead 3.899 111.39 Total Overhead 10.000 285.67 Adjustment Markup 5.000 157.12 Total Markup 5.000 157.12 WARRANTY 1.000 33.00 Final Adjustment 0.014 0.48 Selling Price 3,333.00 Final Price 3,333.00 Regulated by The Texas Department of Licensing&Regulation, P. 0. Box 12157,Austin, TX 78711 800-803-9202,www.tdir.texas.gov TECL#17382 _ brian@colecon.com `��• vrww.colecon.com SPRINKLE 'N SPROUT IPPIGATION/LANDSCAPE 10315 Alta Vista Road, Fort Worth,TX 76244,817.431.9636 CHANGE ORDER REQUEST JOB: Fort Worth PARD DATE: November 13,2018 TO: Byrne Construction J.R.Evans CO Description: AS1001 &02-Landscape Changes We hereby propose the following below: Materials: Description Qty. Unit Unit Cost Total Cost Cedar Elm,3"Cal.,8-10'HT 36 EA $ 450.00 $ 16,200.00 Shumard Oak,3"Cal.,8-10'HT 14 EA $ 425.00 $ 5,950.00 Desert Willow,3"Cal.,8-10'HT (31) EA $ 300.00 $ (9,300.00) Agave Century Plant-30 Gal 1 EA $ 300.00 $ 300.00 Buffalo Sod (6600) SF $ 0.45 $ (2,970.00) Irrigation Tree Bubblers 50 EA $ 25.00 $ 1,250.00 Materials Total: $ 11,430.00 Labor Description Qty. Unit Unit Cost Total Cost Landscape Crew,Hand Tools,Truck/Trailer 23 HR $ 165.00 $ 3,795.00 Crew Includes:Foreman,Leader,Helper Labor Total: $ 3,795.00 Equipment Description Qty. Unit Unit Cost Total Cost No additional equipment required 0 $ - $ - EXCLUSIONS: Excavation and Backfill.Boring/Coring Total Materials/Labor/Equipment $ 15,225.00 ADD-2 Days to Construction Schedule to Complete Overhead&Profit(10%) $ 2,283.75 TOTAL PROPOSAL 17,508.75 Contractor: General Contractor/Owner: Sprinkle N'Sprout Byrne Construction dba Cole Construction Inc. J.R. Evans 10315 Alta Vista Road Fort Worth, Texas BY: WTWA� BY: DATE: November 13,2018 DATE: Page 1 of 1 O �3RA RAMOS ;j CONSTRUCTION 106 Mundelein St. Oak Point,Texas Email: andres@obraramos.com Cell: 682-560-9247 Texas M/DBE#HMDB38712N0119 Bid Date: 9/17/2018 GC: Byrne Construction Address: Attention: Shawn Grefser Ph.: Email: Project: Fort Worth parks&Rec Location: Fort Worth,Texas Proposed Change Order#1 Pad Prep a1 Storage Bins_ INCLUSIONS: Mark U Deduct over excavation 2661 cy $ (3.50) $ (9,313.50) deduct moisture conditioning 4970 cy $ (1.00) $ (4,970.00) Over excavate bins to allow for 10'of rework 3684 cy $ 3.50 10% $ 14,183.40 Moisture Condition excavated material 3013 cy $ 1.00 10% S 3,314.30 Furnish and Install 2'of select'fill(low P.I.Material) 670 cy $ 19.80 10% S 14,592.60 Construction Water 100 MG $ 7.50 10% $ 825.00 TOTAL CHANGE ORDER $ 18,631.80 Exclusions: Rock Excavation Authorized Signature Prepared By:Andres Ramos of Acceptance 682-560-9247 andres@obraramos.com Texas M/DBE#HMDB38712NO119 IDA ASI-I W��p G. Date: July 25, 2018 -+ Nj* x4305 Py TO: Byrne Construction q2'�c OF tai' SUBJECT: Park& Recreation Department Consolidated Service Center Crestline Relocation Facility 5199 James Avenue Fort Worth, Texas ASIA includes VE changes and addendum items or changes clarified before bidding, as well as other"no-cosC changes. Refer to Conformed Set of drawings dates 07-25-18. ASIA items clouded with a delta 1. Sheets affected are listed after each item, the list does not necessarily include all affected sheets. 1. 6"Road Base in lieu of 12"road base(not applicable to fire lanes) Affected Sheets: C9.0 2. Remove plywood roof deck and ice and water shield from PEMB roof design Affected Sheets: Al-302,Al-303,Al-304,A1-305,A2-302,A2-303,A2-304,A2-305(added),A2- 306(added). 3. Remove wall framing, rigid insulation,interior sheathing,&paint from Bldg 2A(not applicable to heated/conditioned space). Add back PEMB wall girts with 5/8"plywood to 8'-0"a.f.f.,keep spray foam insulation. Affected Sheets: Al-501,A2-301,A2-302,A2-303,A2-304,A2-306(sheet added) 4. Remove wall framing, rigid insulation,interior sheathing,&paint from Bldg 4(not applicable to heated/conditioned space). Add back PEMB wall girts with 5/8"plywood to 8'0 a.f.f., keep spray foam insulation. Affected Sheets: A4-303,A4-305 5. An alternate light fixture package may be considered pending approval of the submitted package. (to be reviewed and approved during submittals) 6. Eliminate bottom rail of fence but include tension wire. 7. Delete perimeter concrete curb and gutter at POV parking. Curb and gutter to remain at landscape islands. Affected Sheets: C9.0 8. Delete mow strips for fences. Affected Sheets: AS-101,AS-102,&AS-103. 9. Delete sidewalk replacement to existing buildings(include demolition and replacement). Affected Sheets: C0.2,C8.1,C9.0,AS-100,&AS-101. 10. Delete sidewalk to Building 4. Affected Sheets: C1.0,C2.2,C9.0,AS-100,&AS-101, 11. Provide hydro-mulch in lieu of St Augustine sod. Affected Sheets: L-2.1,&L-2.2 12. Electrical to show overhead doors to be non-motorized. Affected Sheets: Ei-203A, Ei-203B, E2-203,E4-203,&E-302. 13. Remove fascia blocking and use PEMB standard fascia trim. Affected Sheets: Al-304,Al-305,A2-303,A2-304A2-305,A2-306,A4-302,A4-303,A4-304,& A4-305 14. Include Civil benchmarks sheet in conformed set. Affected Sheet: C2.0. 15. Move the proposed 8"water line north to better accommodate staging. Affected Sheets: C3.2,&C3.3 16. The sedimentation pond is to remain through Phase 2. Affected Sheets: C8.7 17. Proposed 2"gas line to James Street to use the same easement as water line. Affected Sheets: P-102&P-103. 18. Signage limiting storage to 12'maximum,should be posted every 50' in each applicable room. Locations have been added to the drawings. Affected Sheets: Al-701,A2-101,A3-101,&A4-101. 19. Shift POV light poles on Arch., Landscape and Civil to match Electrical Site Plan. Affected Sheets: C9.0,AS-100,&AS-101. 20. No landscape work in front(north side)of existing old barracks buildings. Affected Sheet: L-2.2 21. Shift Aggregate Storage Bins north to comply with 50'setback requirement. Affected Sheets: C2.2,C3.9,C8.3,C9.0,AS-101,&SS-201 22. Exterior building letters modified. "AND" replaced with"&". Affected Sheets: Al-201. 23. Remove transition slab at Building 4 on Civil and Architectural Sheets,so that they match structural. Affected Sheets: C8.5,C9.0,&A4-101. 24. MEPs graphic scales need to be corrected. Affected Sheets: M1-103A,M1-103B,M2-103, M4-103,P1-103A, P1-103B, P1-201A,P1-201B, P2-103,P2-201, P4-103,P4-201. 25. Existing storm drain located at James Ave entry drive area shown. Affected Sheets: C2.3,&C3.1. 26. Masonry control joints dimensioned on exterior elevations. Affected Sheets: Al-201,Al-202,A2-201,&A4-201. 27. Label column grids correctly for sections 1,2,3 and 4 on sheet A2-301. Affected Sheets: A2-301. AAC' ASI-2 ��O�`O G.,D Date: July 25, 2018 r� 4305 Q� TO: Byrne Construction TF OF 1"�'� SUBJECT: Park& Recreation Department Consolidated Service Center Crestline Relocation Facility 5199 James Avenue Fort Worth, Texas ASI-2 includes changes and clarification since bidding,some per the City permit process. Some but not all may have cost associated with them and will likely be addressed as PR 01 or in multiple PR's. Refer to Conformed Set of drawings dates 07-25-18. ASI-2 items clouded with a delta 2. Sheets affected are listed after each item, the list does not necessarily include all affected sheets. 1. Alternate tree protection detail for trees as noted. Affected Sheet: L-2.4 2. Tree protection shown on Landscape plan. Affected Sheets: L-2.1, L-2.2, & L-2.4. 3. Proposed trees that are in conflict with future Phase 2, relocated. Affected Sheets: L-2.2, 4. Site prep for Aggregate Bins to be the same as for Bldg. 2A, 2B and 3. Affected Sheet: S-001. 5. Change 1 hour walls to 3 hour walls at Building 1. (2 walls) Affected Sheets: Al-100,A1-101A,A1-10113, A1-102A,A1-10213,Al-103,Al-401 &A1- 504. 6. Change door in 1 hour wall accordingly. Affected Sheet: Al-601. 7. Incorporate Access Control/Security changes submitted by CoFW 06/28/2018. Affected Sheets: E1-203A, E1-203B, E2-203, E3-203, & E4-203. 8. Hazardous material signage with posted maximum amounts of storage types. Affected Sheets: Al-402,Al-701,A2-101,&A4-101. 9. Modify electrical per Oncor requirements and agreement. Affected Sheets: E-101, & E-102. 10. Water line, meters,taps modified per Water Department Comments. Affected Sheets: C3.6, &C3.10(sheet added). 11. Grading shown for east drive to Greenbriar Center. Affected Sheet: C8.5 12. Landscaping changes in response to Permit Review Comments. Affected Sheets: L-2.1, L-2.2, L-2.3, IR-1.1, 1R-1.2,& IR-1.3. 13.Storm drain modified to accommodate landscaping. Affected Sheet: C7.1. 14.At POV parking area, rock transition provided in lieu of curb and gutter. Affected Sheets: C8.1, C8.2, C8.3, &C9.0. 15.Storm drain calculations modified. Affected Sheet: C7.4 BYMPCO #005 CONSTRUCTION SERVICES Byrne Construction Services Project: 1554-Fort Worth PARD Service Center 551 E.Berry Street 5199 James Avenue Fort Worth,Texas 76110 Fort Worth,Texas 76115 Phone:(817)335-3394 Fax:(817)877-5507 Prime Contract Potential Change Order #005: Alternate No. 1 James Avenue Approach & Alternate No. 2 Polished Concrete Bldg 1 TO: City of Fort Worth FROM: Thos.S.Byrne,Inc. 200 Texas St. 551 E Berry St Fort Worth Texas,76102 Fort Worth Texas,76110 PCO NUMBER/REVISION: 005/0 CONTRACT: 1-Fort Worth PARD Service Center Prime Contract REQUEST RECEIVED FROM: James Diestel (City of Fort Worth) CREATED BY: J.R.Evans (Thos.S.Byrne,Inc.) STATUS: Pending-Pricing CREATED DATE: 12/7/2018 REFERENCE: Alternate No.1 &2 PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: Yes LOCATION: Park and Recreation Service Center ACCOUNTING Amount Based METHOD: SCHEDULE IMPACT: 0 days PAID IN FULL: No TOTAL AMOUNT: $142,692.00 POTENTIAL CHANGE ORDER TITLE:Alternate No.1 James Avenue Approach&Alternate No.2 Polished Concrete Bldg 1 CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) PCO 005-Alternate No.1 James Avenue Approach&Alternate No.2 Polished Concrete Bldg 1 Owner Requested to incorporate changes included in Alternate No. 1 James Ave.Approach and Alternate No.2 Polished Concrete in Bldg.No. 1 ATTACHMENTS: Approval Needed By:Friday,December 14,2018 We are awaiting your approval prior to proceeding with this work. In order to prevent any delay,this change must be approved by the date X shown above. We are proceeding with this work.Please provide written notice immediately if we are to stopwork associated with this change and await further direction.Please provide approval of this change by the date shown above. This work is complete.Please provide approval of this change by the date shown above. Funding Source: X This proposed change will be funded by City of Fort Worth via a future Change Order increasing or decreasing the Contract per the amount listed above. This proposed change will be funded by the Owner's Contingency within the GMP and GMP amount will not change This proposed change will be funded by the Contractor's Contingency within the GMP and GMP amount will not change. Our breakdown is attached for your review and approval.Please return one signed copy of this Proposed Change approving the associated costs,time extensions,and funding source indicated herein. Byrne Construction Services page 1 of 2 Printed On: 12/7/2018 03:32 PM BYRNPCO #005 CONSTRUCTION SERVICES David Duman(Quorum Architects,Inc.) City of Fort Worth Thos.S.Byrne,Inc. 707 West Vickery Blvd.,Suite 101 200 Texas St. 551 E Berry St Fort Worth Texas 76104 Fort Worth Texas 76102 Fort Worth Texas 76110 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Byrne Construction Services page 2 of 2 Printed On: 12/7/2018 03:32 PM Project: Project Name FW PARD Crestline Facility Relocation Address 5199 James Avenue HYRINECONSTRUCTION SERVICES Byrrie Joy,Stateb Fort Worth,Texas 76115 Byme Jab Na. 1554 Analysis of Estimate Date: December 7,2018 Documents: Alternate No.1 James Ave Approach&Alt.No.2 Polished Concrete at Bldg.1 PC No. 005 Description: See Alternates Description Revlslon:0 Arch Ref No.: Description VendorlSubcontractor Ouanory UM Mal'I UP McPI Totel Lehor UP Labor Total Mejor Purchase Order Suhconiracl Suh Bond Alternate No.1 Costs 0 0 1 Concrete Sizelove Construction 1 LS 0 0 20,920 523 0 0 2 Electrical Systems-Original ASI#1 Price JMEG Electrical 1 LS 0 0 39,415 0 Electrical Systems-Deduct Power to James Ave.Gate JMEG Electrical i LS 0 0 (33,000) 0 0 0 0 3 Earthwork Obra Ramos 1 LS 0 0 36,250 906 0 0 4 Fencing&Gates(Manual Gate Option) Robinson Fence 1 LS 0 0 9,805 0 0 0 5 Landscape&Irrigation Cale Landscaping 1 LS 0 0 35,210 880 0 0 6 Site I-Ailifies Fireline Services 1 LS 0 0 2,118 53 0 0 Alternate No.2 Costs 0 0 0 0 7 Flooding Polishing Alpha Insulation&WP 1 LS 0 0 5,080 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 0 Sub-Totals $ $ $ $ 115,798 $ 2,362 Material Total..... .............................................................................................................................. $ Material Sales Taxx................... Included TSBLabor.............................................................................................................................................$ TSBLabor Burden......................................................................................... 45.00%.........................$ PurchaseOmer Sub Total........................................................................................................................$ - SalesTax on PO's.................................................................................................................................. included SubcontractWork Total........................................................................................................................... $ 115,798 Sub-Total b $ 115,798 Printing/Postage/Courier............._........._............................................................................................... $ - Small Tools/Equipment S%of Material&Labor Total)......................................... 5.00%.........................$ - PM/Estimating/Supervision($55.00/Hr)-8hrs........................................................................................... $ 440 Safety.......................................................... 2.00%.................. $ 2,316 .................................................................................................................. 0.00%.........................$ - ............................................................................................................. 0.00%.........................$ Sub-Total 1, 7 118,74 Sub-Bonds............................................................................................................................................$ 2,362 Bond Premiums(Byrne).................................................................................. 0.86%.........................$ 1,227 General Liability Insurance.............................................................................. 0.565%........................ $ 806 Umbrella Insurance Premiums......................................................................... 0.395%........................,$ 564 Builders Risk Insurance................................................................................... 0.021%.........................$ 30 Acctg/fT........................................................................................................ 0.330%.........................$ - Sub-Total $ 123,543 General Job Overhead.................................................................................... 10.00%.........................$ 12,354 Sub-Total $ 135,897 Fee.............................................................................................................. 5.00%.................... $ 6,795 JSales Tax.................................................................... Included or Excluded 8.250%.........................$ - Tax Exempt TOTAL this Estimate $ 142,692 TOTAL this Estimate with Owner General Contingency Allowance Expenditure $ 142,692 BY CONSTRUCTION SERVICES Clarifications Page PC No. 005 Rev 0 Inclusions 1. Pricing includes providing a credit for not providing power down to the James Ave. Entrance Gate per request from the owner. Refer to original Alternate No. 1 electrical pricing which was a total of$39,415. Credit has been applied in full except keeping the electrical box replacment costs along James Ave. 2. Pricing includes the manual gate option at James avenue per direction from owner. Exclusions NINE DECADES OF EXCELLENCE S51 E.Berry Strut nYRAEFart Worth,Tan;76110 CONSTRUCTION SERVICES Phma(a17)735JmW Fax(617)Un-5507 Cost Estimate Summary Sheet Fort Worth Park&Recreation Department-Consolidated Service Center 100%CD Pricing Proposal-Alternate 1 James Avenue Entrance(with Motorized Gate) Date:June 20,2016 37,913 Bid c-w-i 001 011000 General Conditions $ 015000 Tempora Construction $ 20000 Demolition&Abatement $ 33000 Concrete $ 21,193 $ 0.56 033536 Concrete Floor Finish $ 048100 Mason $ 051000 Miscellaneous Steel $ 061000 Rough Carpentry $ 000 Architectural Woodwork $ 071000 Waterproofing&Sealants $ 072129 Sora Foam Insulation $ 074000 Metal Panels $ 75000 Roofing Systems $ 078000 Spray-Applied Fireproofing $ 081000 Doors,Doorframes,Hardware $ 083616 Vertical 0 enin Doors $ Glass&GlazingSystems $ 086223 Solatube Skylights $ 092000 D all&Acoustical Systems $ 093000 Tile $ 096500 Floors &Wall Base $ 99000 Paint&Wall Coverings $ 101000 Special Items $ 104000 Signage&Graphics $ 110000 Chain Hoist $ 114000 Residential Appliances $ 122400 Window Treatments $ 129313 Bike Racks $ 133418 Pre-Engineered Metal Building $ 210500 Fire Sprinkler Systems $ 230000 Plumbs &HVAC S stems $ 260000 18ectrical Systems $ 42,165 $ 1.11 270500 lCommunications Systems By Owner $ 270500 jAudio/Video Systems By Owner $ 280500 jSecurlty Systems By Owner $ 310000' Earthwork $ 37,247 $ 0.98 10050 Site Enabling $ 13130 Termite Treatment $ 21720 Pavement Markings $ 23113 Fencing and Gates $ 17,430 $ 0.46 329223 Landscaping&Irrigation $ 35,826 $ 0.94 331000 Site Utilities $ 4,166 $ 0.11 $ Cost of Work Subtotal $ 158,027 $ 4.17 Contractor's Conlin on 1.90%1$ 3,003 $ 0.08 Escalation Contin en 0.00% $ $ Owner Canon an By Owner Building Perini Excluded Construction Costs Subtotal $ 161,030 $ 4.25 CGL&Umbrella Insurance 0.96%1$ 1,635 $ 0.04 Builders Risk Calc. $' 190 $ 0.01 Payment&Performance Bond 0.86% $ 1,464 $ 0.04 Construction Costs&Insurance Subtotall $ 164,519 $ 4.33 Fee 3.57%1$ 5,866 $ 0.15 Construction Total $ 170,185 $ 4.49 City of Fort Worth Allocation Allowance 7.50%1$ 12.764 1$ 0.34 Total $ 182,949 $ 4.83 N 1 AC EP - Exhibit A-1 Page 6 of 20 Alt 1 James Ave Entrance Sizelove Concrete J.R. Evans From: John Wrinkle <John@sizeloveconstruction.com> Sent: Tuesday, October 2, 2018 1:17 PM To: J.R. Evans Cc: David Gonzalez Subject: RE: FWPARD - PC 005 -ASI No. 09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish - Polished Concrete JR We confirm that the scope of Alternate 1 is added to project for the sale price of$20,920.00. Alternate 2 is a zero dollar change in that we have no scope in alternate#2. Please send appropriate change order so we can incorporate the work. Thank you. Jam. W� Project Manager IZELOVE CONSTRUCTION Concrete Sc6utions for Complex Projecft 11120 South Pipeline Road Euless, Texas 76040 Office (817)267-4788 ext. 202 Cell (214)695-4216 Fax (817)267-4545 Company Values Pride in the Work Always do the Right Thing Quality Without Exception Reliable.On-Time FIND AWAY From:J.R. Evans<jrevans@tsbyrne.com> Sent:Tuesday, October 02, 2018 11:46 AM To:John Wrinkle<John@sizeloveconstruction.com> Subject: FW: FWPARD-PC 005-ASI No. 09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish -Polished Concrete John This price is already part of your contract, I just need an email responding confirming the$20,920 as listed below is still good. 1 DocuSign Envelope ID:DC687A3D-8EC5-4C9B-8665-3B56C880AC37 Sizelove Concrete 98 Coordinate with the qualified independent testing agency (provided by owner) to perform material evaluation and to design concrete mixes. 99 Coordinate deliveries with Byrne. ## Provide batch plant access for Byrne and Owner's testing lab, upon request. ## Pricing includes deliveries on Saturdays as needed. ## Adhere to the procedures for hot and cold weather concrete placement. ## Subcontractor shall coordinate with other trades prior,during,and after concrete work.Any uncoordinated work resulting in: rework, additional funding,or time impacts is the responsibility of this subcontractor. Exclusions 1 Sales Tax(tax on unincorporated building materials is included). 2 Headwall shown on sheet C7.0 by others. Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: 1 $20,920 ADD Drive Approach at James Avenue per VAS-103 and related details,including civil details. (See description in specification ALTERNATES 0123 00.) 2 $0.00 Provide polished concrete finish(without integral color)at Rooms 105, 106, 108, 110, 112,and 113 in lieu of sealed concrete finish. (See description in specification ALTERNATES 01 23 00.) 3 $96,400 ADD to provide casing for 100%of drilled piers. Exhibit E 5 of 5 1 JMEG ELECTRICAL CONTRACTORS 10/16/2018 Fort Worth Park and Recreation Consolidated Service Center 551 E. Berry St. Fort Worth, TX 76110 Attention: Shawn Graefser Reference: Fort Worth Park and Recreation Department Consolidated Service Center JMEG Job#: Job #3610 Request for Change Order #002 JMEG, LP submits the following proposal for your review and issuance of a Subcontract Change Order in the amount of $6,415.00. SCOPE: 1) With the acceptance of Alternate #001 to add power to the entrance gate and the replacement of the existing manhole with a new manhole only, delete approximately 1,500' of conduit, wire, trenching, labor and 0/H and markup for the power to the entrance gate and keep the replacement of the existing manhole with a new manhole. The original Alternate #001 Price of $39,415.00 Delete power to the gate Price of <$33,000.00> NET DIFFERENCE TOTAL $ 6,415.00 - This is for the replacement cost of the existing manhole. CLARIFICATIONS: 1) Alternate #001 originally included Overhead and Markup. These numbers reflect the inclusion of Overhead and Markup in both the credit and the manhole. 2) All work to be performed during normal business hours. EXCLUSIONS: 1) All Exclusions listed in our original base bid proposal for this project are still valid unless specifically noted otherwise herein. 2) Removal or disposal of any fixtures, lamps, lenses, ballasts, etc. 3) Asbestos removal or the working around any asbestos containing material. 4) The upgrade of any existing electrical system associated with this Change Order. We will proceed with this proposal upon your written direction and in accordance with our contract. Please call should you have any questions. Regulated by The Texas Department of Licensing & Regulation, P. O. Box 12157,Austin,TX 78711 800-803-9202;www.tdlr.texas.gov TECL#17382 2 Sincerely, JMEG,L.P. ./ v Project Manager (817) 246-1336 Regulated by The Texas Department of Licensing R Regulation, P. O. Box 12157,Austin,TX 78711 800-803-9202;www.tdlr.texas.gov TECL#17382 3 Quoted Materials Cost Adj Cost 6 MANHOLES / HANDHOLES 13 ALTERNATE 1 PRICING 39,415.00 39,415.00 14 CREDIT FOR CONDUIT, WIRE, TREN -33,000.00 -33,000.00 otals 6,415.00 6,415.00 Quoted Material 6,415.00 Material Total 6,415.00 Total Cost 6,415.00 Selling Price 6,415.00 Final Price 6,415.00 Regulated by The Texas Department of Licensing& Regulation, P. O. Box 12157,Austin, TX 78711 800-803-9202;www.tdlr.texas.gov TELL#17382 DocuSign Envelope ID: 106707B6-B93A-4BB8-9192-7137AF59277F JMEG Electrical 54 Install conduit rough-in and final 120 volt electrical connections for powered door hardware shall be provided by the project Electrical Subcontractor. Wiring and connections of low voltage and transformers is by the door installer Subcontractor. 55 Include labor and equipment for potholing documentation of unknown conduits. 56 Include hardwire connections of owner provided equipment. 57 All conduit and boxes for communication devices,audio/video systems,and security systems. Communications systems, audio/video systems,and security systems will be by Others(City). 58 Excavation,compaction,and backfill or haul off for all underground electrical work. 59 Furnish and install temporary electric service operations including panels,gear,conduits,boxes,wiring,and ground fault program. Utility costs by Others. Temporary service to include: a. Power for Byrne construction offices b. Power at each building(one spider box per building minimum) 60 Furnish, install,and remove adequate temporary lighting in accordance with OSHA required lighting levels and removal thereof. 61 Furnish and install fasteners for supporting overhead conduit and equipment,etc. 62 Furnish all access door necessary for access to equipment. Doors installed by Others. 63 Furnish and install all motor starters and disconnects(motor starters for mechanical and plumbing equipment furnished by Others). 64 Furnish and install smoke detectors. Coordination with mechanical for ductwork and units. 65 Participate in MEP coordination meetings and drawings. (BIM will not be utilized on this project.) 66 All roof equipment curbs/pipe penetration boots(to be flashed by the roofer). 67 Layout all housekeeping pads for equipment. 68 Provide all necessary supports,brackets,bracing etc. 69 Representative from this Subcontractor will be at all concrete pours to ensure all work under this subcontract is installed correctly in the pour. 70 Subcontractor to provide sufficient manpower for start-up/commissioning. 71 Sleeving and sealing of wall and floor penetrations in accordance with rating of the penetrated assembly including fire stop,the sating,caulking,and labeling. Layout of wall penetrations,to be constructed by Others. 72 Install power to transformers for low voltage controls. 73 4 month use of building electrical systems prior to substantial completion for specified warranties. 74 Labeling. 75 Furnish and install all seals at all wall and floor penetrations. 76 Protection of all roof and floor penetrations during construction. 77 Warranty on all equipment starts on date of substantial completion issued by the Architect despite startup and run time on the units. Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: 1 $39,415 Add Drive Approach at James Avenue per 1/AS-103,ASD-101 and related details,including civil details. This includes work to replace pull boxes as shown on ASD-101.(See description in specification ALTERNATES 01 23 00.) See additional info for credit breakdown Exhibit E 4 of 4 DocuSign Envelope ID:A91D8D28-980E-4FB6-91 EB-D9279E54C519 Obra Ramos Excavation 49 Furnish and remove Perforated Riser Pipe per Section A-A/C10.2. 50 Ensure any surplus materials from excavation are properly disposed so as to not interfere with flood plains or drainage,ref Sanitary Sewer note 29/C0.1. 51 Include in-place conditioning and/or lime treatment to stabilize the subgrade under concrete pavement,as indicated. 52 Dewatering operations. 53 Excavation and replacement shall be executed in accordance with the requirements of Geotechnical Engineering Report. 54 Furnish and install barricades and traffic control,as required. 55 Structural excavation and backfill(i.e.grade beams,footings etc.)is by Others. 56 Trenching and backfilling for utilities and MEP lines is by Others. 57 Include temporary access road to east of site as 12"compacted road base over filter fabric with asphalt ramp at cul-de-sac. Access road to remain(not removed). Exclusions 1 Sales Tax(tax on unincorporated building materials is included). Unit Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: 1 $36,250 Add Drive Approach at James Avenue per VAS-103 and related details,including civil details. (See description in specification ALTERNATES 01 23 00.) 2 $0.00 Provide polished concrete in lieu of sealed concrete. 3 $299,025 Chip Seal. Provide cost to chip seal road base material(final blading and rolling of the road base material is part of the base bid). (See description in specification ALTERNATES 01 23 00.) 4 $12,000 ADD to provide temporary water via truck(only if water hydrant is not available). Exhibit E 4 of 4 Robinson Fence J.R. Evans From: jstiles@robinsonfence.com Sent: Tuesday, October 2, 2018 12:40 PM To: J.R. Evans Subject: RE: FWPARD - PC 005 -ASI No.09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish - Polished Concrete Yep,still good jfa6i�rsa r f erce Ca, Branch Manager 3847 S Hwy 287 Waxahachie,TX 75165 T.469-773-4669 F.817-764-1994 Cell.808-333-6023 istilesO)robinsonfence.com www.robinsonfence.com a�.� Jon s+i1Ri AM ass From:J.R. Evans<jrevans@tsbyrne.com> Sent:Tuesday, October 02, 2018 12:06 PM To:jstiles@robinsonfence.com Subject: FW: FWPARD-PC 005 -ASI No.09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish-Polished Concrete Jon Pricing for Alternate No. 1 is already part of your contract as seen in the excerpt below. I just need an email back from you confirming the two options whichever one they want to go with are still good pricing. Let me know. Alternate Pricina!Pricing includes contractor's Overhead and Pfafrti At the option of Byrne Construction Services,Inc.,Subcontractor will(add or delete)ilia following Items of work: 41 6W.905 Add Dive Appoorl.at�anms A01! tie pe OAS 163 and re ated r in specification ALTERNATES 0123 00_) 2 $9,805 Add Drive Approach at James Avenue per 1JAS-103 and related details,including civil details. (See description in specification ALTERNATES 0123 00_)(WITH MANUAL GATE) Regards, 1 DocuSign Envelope ID: 1F224433-AC7E-4AEB-A66C-1904C088852C Robinson Fence At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: 1 $2,000 Costs for Remobilization of Full forces per event Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: in specification ALTERNATES 01 23 001 2 $9,805 Add Drive Approach at James Avenue per VAS-103 and related details,including civil details. (See description in specification ALTERNATES 0123 00.)(WITH MANUAL GATE) Exhibit E 4 of 4 Cole Construction J.R. Evans From: Brian Beach <brian@colecon.com> Sent: Tuesday, October 2, 2018 2:04 PM To: J.R. Evans Subject: RE: FWPARD - PC 005 -ASI No. 09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish - Polished Concrete J.R., Yes the pricing for Alternate No 1, $35,210, is still valid pricing and there is no change. Thanks, Brian Beach Sprinkle 'N Sprout dba: Cole Construction Inc. 817.431.9636 Office 817.379.5258 Fax 817.819,2536 While brian .colecon.com From:J.R. Evans<jrevans@tsbyrne.com> Sent:Tuesday, October 02, 2018 12:09 PM To: Brian Beach<brian@colecon.com> Subject: FW: FWPARD- PC 005-ASI No. 09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish -Polished Concrete Brian Pricing for Alternate No. 1 is already part of your contract as seen in the excerpt below. I just need an email back from you confirming the of$35,210 is still good pricing. Let me know. Altemate Pricina(Pric-ina Includes contractor's overhead and Protitl_ At the option of Byrne Construction Services,Inc..Subcontractor will(add or delete)the following items of work: 1 $35.210 Add Drive Approach at James Avenue per IIAS-103 and related details.including civil details. (See description in specification ALTERNATES 01 23 00.) Regards, J.R. Evans AC, LEED AP Byrne Construction Services (C)817-538-2043 www.tsbyrne.com 1 DocuSign Envelope ID:427D1708-D830-4292-8841-8A3A10DC5FC3 Cole Construction Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, inc.,Subcontractor will(add or delete)the following items of work: 1 $35,210 Add Drive Approach at James Avenue per 1/AS-103 and related details,including civil details. (See description in specification ALTERNATES 01 23 00.) Exhibit E 4 of 4 Fireline Services J.R. Evans From: Todd@firelineservices.com Sent: Friday, October 5, 2018 12:40 PM To: J.R. Evans Subject: Re: FWPARD - PC 005 -ASI No. 09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish - Polished Concrete J.R. Pricing is still good. Todd Sent from my iPhone On Oct 2, 2018, at 12:10 PM,J.R. Evans<irevans@tsbyrne.com>wrote: Todd Pricing for Alternate No. 1 is already part of your contract as seen in the excerpt below. I just need an email back from you confirming the of$2,118 is still good pricing. Let me know. <image001.png> Regards, J.R. Evans AC, LEED AP Byrne Construction Services (C)817-538-2043 www.tsbVrne.com From:J.R. Evans Sent:Tuesday,October 2, 2018 11:35 AM To: 'Andres Ramos'<andres@obraramos.com>; 'Brian Beach'<brian@colecon.com>; 'todd@firelineservices.com' <todd@firelineservices.com>; 'Mark Goodenough' <mark.goodenough@imeg.us>; 'James Robbins'<irobbins@kmpcorp.com>; 'John Wrinkle' <John@sizeloveconstruction.com>; 'Billy VanVoast'<Billy.VanVoast@reddotbuildings.com>; 'Hal Hunt' <Hal@dallasmechanicalgroup.com>; 'nathan@ie-co.com'<nathan@ie-co.com>;'kyle@ie-co.com' <kvle@ie-co.com>; 'Robert Merritt'<robertm@basdensteel.com>; 'yolguin@alphaiwp.com' <volguin@alphaiwp.com>; 'rsalcedo@alphaiwp.com'<rsaicedo@alphaiwp.com>; 'Dan Rudkin' <dan@onesourcefloors.com>; 'ntxbuildingproducts@gmail.com'<ntxbuildingproducts@gmail.com>; 'redwards@txohd.com'<redwards@txohd.com>; 'Delia Vela'<admin@velabrospaint.com>; 'Stephanie Contreras'<scontreras@specialtiesdirect.com>; 'April Carney' <acarney@bench marksigns.biz>; Iciennings@tex-sun.com'<ciennings@tex-sun.com>; 'Iwiethorn@tex-sun.com'<jwiethorn@tex- sun.com>; 'dbrockwav@Idspavementmarking.com'<dbrockwav@idspavementmarking.com>; 'Taylor Huffman'<taylor@sunbeltglaziers.com>; 'Jeff Smith'<ismith@p-lam.com>; 'istiles@robinsonfence.com' <istiles@robinsonfence.com>; 'RC Furr'<rfurr@commercialhardware.com>; 'grant@poldesigns.com' 1 DocuSign Envelope ID:36BODE DB-5168-4E2F-BA41-D9236E35F8D2 Fireline Utilities 59 Headwalls,manholes and covers,inlets,trenches,grates,and clean out covers are included(adjust rings and risers as required and furnish/install embeds/angles). 60 Mark all risers and pipe ends and maintain locations until directed otherwise by Byrne. 61 Backfill and compacting.Testing costs are by Others. 62 Any overtime costs for City Inspector. 63 Verify the location of existing utilities prior to digging. 64 Coordinate and"Pot Hole"if necessary at all existing utilities. 65 Concrete and formwork material for utility work. 66 Testing for utilities. 67 Existing sanitary lines to be maintained. Exclusions 1 Sales Tax(tax on unincorporated building materials is included). Alternate Pricing(Pricing includes contractor's Overhead and Profit) At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work: 1 $2,118 Alternate 1:Add Drive Approach at James Avenue per VAS-103 and related details,including civil details. (See description in specification ALTERNATES 01 23 00) Exhibit E 4 of 4 NINE DECADES OF EXCELLENCE 337 E.Bury S4aal FM Worth,Tem 76110 CONSTRUCTION SERVICES Phan.(617)315-3394 Fax(a17)a77 1507 Cost Estimate Summary Sheet Fort Worth Park&Recreation Department-Consolidated Service Center 100%CD Pricing Proposal-Altamate 2 Polished Concrete Floors Date:June 20,2018 37,913 011000 General Conditions ; 015000 Temporary Construction $ 020000 Demolition&Abatement $ 33000 Concrete $ 033536 Concrete Floor Finish $ 5,060 $ 0.13 Alpha l-ulation 8100 Masonry ; 51000 Miscellaneous Steel $ 1000 Rough Carpentry $ 64000 Architectural Woodwork $ 11000 Waterproofing&Sealants $ 072129 Spray Foam Insulation $ 74000 Metal Panels $ 75000 Roofing Systems $ 078000 Spray-Applied Fireproofing $ 1000 Doors,Doorframes,Hardware $ 083516 Vertical Opening Doors $ 084000 Glass&Glazing Systems $ 086223 Solatube Skviiahts $ 092000 Drywall&Acoustical Systems $ 093000 Tile $ 096500 Flooring&Wall Base $ 099000 Paint&Wall Coverings $ 101000 Specialty Items $ 104000 Signage&Graphics $ 110000 Chain Hoist $ 114000 Residential Appliances $ 122400 Window Treatments $ 129313 Bike Racks $ 133418 Pre-Engineered Metal Building $ 210500 Fire Sprinkler Systems $ 230000 Plumbing&HVAC Systems $ 260000 Electrical Systems $ 70500 Communications Systems $ 270500 Audio/Video Systems $ 280500 Security Systems $ 310000 Earthwork $ 310050 Site Enabling $ 313130 Termite Treatment $ 321720 Pavement Markin s $ 323113 IFencing and Gates $ 329223 Landscaping&Irrigation $ 331000 Site Utilities $ Cost of Work Subtotal $ 080 1$ 0.13 Contractor's Conlin enc 1.90% $ 97 $ 0.00 Escalation Contingent 0.00% $ $ Owner Conlin en By Owner Building Permit I Excluded Construction Costs Subtotal $ 51177 $ 0,14 CGL&Umbrella Insurance 0.96% $ 53 $ 0.00 Builder's Risk Calc. $ 6 $ 0.00 Payment&Performance Band 0.86% $ 47 $ 0.00 Construction Costs&Insurance Subtotal $ 5,283 $ 0.14 Fe e ao $ 9 0.00 Construction Total $ 5,472 $ 0.14 City of Forl Worth All location Allowance .50°k 4 0 $ 0.01 Total I AC' EDI Exhibit A-1 Page 7 of 20 Alt 2 Polished Concrete Floors J.R. Evans From: Rodolfo Salcedo <rsalcedo@alphaiwp.com> Sent: Wednesday, October 3,2018 11:04 AM To: J.R. Evans Subject: RE: [EXTERNAL] FW: FWPARD- PC 005 -ASI No.09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish - Polished Concrete Yes,that is correct Rodoo ,�� Senior Project Manager Team Member Since 2006 ALPHA 301 Leora Lane, Suite 190 1 Lewisville,TX 75056 Office: 972-446-2600 Mobile: 469-576-1102 Fax: 972-245-7974 Contributing to YOUR success, one project at a time. T L www.aii)haiwp.com Confidentiality Notice:This message and any attachment is intended for the use of the individual or entity named above.If the reader of this message is not the intended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is prohibited. If you have received this communication in error,please notify us immediately by return e- mail and delete this message and any attachment from your system. From:J.R. Evans<jrevans@tsbyrne.com> Sent:Tuesday, October 2, 2018 12:14 PM To: Rodolfo Salcedo<rsalcedo@alphaiwp.com> Subject: [EXTERNAL] FW: FWPARD-PC 005-ASI No.09 Acceptance of Alternate No. 1 James Avenue Approach and Alternate No. 2 Bldg. 1 Floor Finish -Polished Concrete Mimecast Information Security Warning: This is an external email. Do not click on links or open attachments unless you trust the sender. Raul, Pricing for Alternate No. 1 is already part of your contract as seen in the excerpt below. I just need an email back from you confirming the of$5,080 is still good pricing. Let me know. 1 DocuSign Envelope ID:5BCABD96-A4B1-4017-B29E-89D1FBBD0029 Alpha Insulation & WP 35 Subcontractor shall be responsible for repairing and returning to like new or existing condition any adjacent finish items in the building,on the exterior of the building,and any site appurtenances such as sidewalks,curbs, bollards,fire hydrants, landscaping&grass,etc.that are destroyed or damaged by his employees,or delivery services. 36 Subcontractor shall wash down their delivery vehicles at designated wash out area before leaving the site. Subcontractor shall be responsible for cleaning city streets daily when vehicles by this trade or it's deliveries leave the site and pollute the streets. 37 Subcontractor shall provide properly trained flagmen as required for site traffic entry/exit on to public streets including engineered traffic control and associated devices,barricades,and lights to meet all governmental codes for your scope of work. 38 Subcontractor shall provide and participate in coordination with other trades and Byrne Construction Services, Inc.as required. 39 Subcontractor acknowledges that there is NO smoking,tobacco product,or food or drinks allowed within the building. Drinking water will be allowed in the building. Subcontractor is responsible for supplying drinking water for their employees. Byrne Construction Services,Inc.reserves the right to make this project a tobacco free site. 40 Subcontractor will have their superintendent attend subcontractor coordination meetings,held weekly at the time and location as specified,when on site,and beginning 2 weeks prior to mobilizing on site. 41 Subcontractor shall provide daily Time and Material(T&M)sheets to Byrne Construction Services, Inc.for any approved change order work that is to be complete by T&M.The Byrne Construction Services,Inc.representative shall verify and sign the daily T&M document confirming the labor and materials have been performed.Byrne Construction Services, Inc.will only pay the actual pay rates for each employee and not a standard billable rate per worker title. 42 Subcontractor shall use the Byrne Construction Services,Inc."Premium Time Worksheet"for tracking any overtime or acceleration labor.This is only for Byrne requested overtime and will not cover subcontractor schedule delays.Subcontractor shall provide any overtime or additional labor to address schedule delays caused by the subcontractor. 43 Subcontractor acknowledges that Daily Construction Reports(DCR)and Job Hazard Analysis Reports(JHA)shall be submitted every workday to the Contractor's Superintendent. Each subcontractor employee must sign the JHA report daily to indicate understanding. 44 Subcontractor shall coordinate with other trades prior,during,and after this Subcontractor's scope.Any uncoordinated work resulting in:rework,additional funding,or time impact is the responsibility of this subcontractor. 45 Inspect all conditions at installation locations. Notify Byrne of any unacceptable conditions noticed,and do not proceed with installation until all unacceptable conditions have been corrected or until directed to do so by Byrne. This subcontractor is not responsible for inspecting or verifying work of other trades or subcontractors. Specific Inclusions 46 Furnish and install all concrete sealer,and specified finishing. 47 Prepare surfaces per manufacturers instructions. 48 Protect all walls and surrounding surfaces that are not receiving the concrete sealer. 49 Furnish and install all products per manufacturer's instructions. 50 SEE ALTERNATES for Polished Concrete finish(without intergral color)in lieu of sealed concrete finish. Exclusions 1 Sales Tax(tax on unincorporated building materials is included). Alternate Pricing(Pricing includes contractor's Overhead and Profit At the option of Byrne Construction Services, Inc.,Subcontractor will(add or delete)the following items of work- 1 $5,080 Alternate 2:Provide polished concrete finish(without integral color)at Rooms 105, 106, 108, 110, 112,and 113 in lieu of sealed concrete finish. (See description in specification ALTERNATES 01 23 00.) Exhibit E 3 of 3 JOB NO. 17056 Section 01 23 00 ALTERNATES Page 1 of 2 PART 1 —GENERAL 1.01 RELATED DOCUMENTS Drawings and general provisions of Contract, including general and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. 1.02 REQUIREMENTS INCLUDED A. Identification and description of alternate work. B. Submission procedures. C. Documentation of changes to contract sum and time. 1.03 RELATED WORK A. Owner-Contractor Agreement: B. Instructions to Bidders. C. Bid Form D. Section 01 20 00—Contract Considerations. E. Section 01 33 00—Submittals. F. Section 01 60 00—Product Requirements. 1.04 DESCRIPTION OF REQUIREMENTS A. Definition: An alternate is an amount proposed by bidders and stated on the bid form that will be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change in either scope of work or in products, materials, equipment, systems or installation methods described in the Contract Documents. B. Submit alternatives identifying the effect on adjacent or related components. C. Alternatives quoted on bid forms will be reviewed and accepted or rejected at the Owner's option. Accepted alternates will be identified in the Owner-Contractor Agreement. D. Coordination: Coordinate related work and modify or adjust adjacent work as required to ensure that work affected by each accepted alternate is complete and fully integrated into the project. E. Notification: Immediately following award of Contract, prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates, if any. F. Schedule: A "Schedule of Alternates: is included under PART 3 — EXECUTION. Specification sections referenced in the Project Manual contain requirements for materials and methods necessary to achieve the work described under each alternate. Include as part of each alternate, miscellaneous devices, appurtenances and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. PART 2—PRODUCTS(NOT USED) JOB NO. 17056 Section 01 23 00 ALTERNATES Page 2 of 2 PART 3-EXECUTION 3.01 SCHEDULE OF ALTERNATES Alternate No. 1 (ADD): Drive Approach at James Avenue. Alternate includes demolition work associated with the new driveway approach for the area as shown on 1/AS-105. Alternate includes all proposed construction and work associated with the area that is bounded by James Avenue and the proposed fence line that is west of the entry gate. Alternate includes, but is not limited to, grading work, curb ramps, sidewalk/curb patching, fencing, motorized gate, card reader and stanchion, power pole relocation, concrete approach, asphalt paving, landscaping, irrigation, and fire lane striping. The exception is the proposed water line, which is part of the base bid. Should the Alternate not be selected, the area described above, is to remain in its current state, except for patching required from the water line installation. Also, the proposed north fence will need to extend westward until it meets the existing fence near James Avenue. Alternate No. 2 (ADD): Polished Concrete. Rooms 105, 106, 108, 110, 112, and 113 to receive polished concrete floor finish in lieu of sealed concrete as scheduled. See spec section 03 35 36 (no integral color)and Room Finish Schedule and Finish Notes on sheet A11-701. -ARernate No. 3 (ADD): Chip Seal. Provide cost to chip seal road base material (final bl and ronin a road base material is part of the base bid). Chip seal finishing to ollows. After completing co on, clip, skin, or tight-blade the surface with a finer or subgrade trimmer to a depth of approxi '/a inch. Remove loosened ial and dispose of it at an approved location. Seal the clipped su a ediately ing with a pneumatic tire roller until a smooth surface is attained. Add small increme mAuajer as needed during rolling. Shape and maintain the course and surface in c ity with the type ctions, lines, and grades as shown on the plans. Corre de deviations greater than '/4 inc 6 feet measured longitudinally or great '/ inch over the entire width of the cross-section in where surface is to ced. Correct by loosening and adding, or removing material. Reshape an com accordance with Tx Spec Section 247.4.3. END OF SECTION JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 1 of 8 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Installation of polished concrete floor system for new interior concrete floors by dry grinding, application of concrete densifier, and polishing with various size grit metal- bonded and resin-bonded diamonds to the scheduled specified minimum local and overall gloss values. 1.02 RELATED SECTIONS A. Section 01 33 00 — Submittal Procedures. B. Section 03 30 00— Cast-in-Place Concrete. C. Section 03 35 40 — Interior Concrete Slab Repairs and Joint Filler Replacement. D. Division 09— Finishes 1.03 REFERENCES A. ASTM D 523— Standard Test Method for Specular Gloss. B. NFSI - National Floor Safety Institute; Test Method 101A; current edition. 1.04 SUBMITTALS A. Comply with Section 0133 00 —Submittal Procedures. B. Product Data: 1. Provide manufacturer's equipment product data sheets for: a. Planetary grinder polishing equipment b. Planetary grinder HEPA dust collection equipment C. Hand tools d. Hand tool dust collection equipment e. Diamond tooling f. High speed propane burnisher g. Polyurea pump h. Joint cutting saw 2. Manufacturer's chemical and product data sheets for: a. Liquid reactive surface densifier b. Liquid stain guard treatment C. Joint filler d. Crack and spall repair product e. Self leveling, dye-able, polishable overlay product f. Grout coat, pin hole and small defect surface treatment C. Installer's Certification: 1. Provide list of 5 projects performed with last three years of similar type, size and complexity. Submit project names, addresses, contacts and phone numbers for JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 2 of 8 each project. General Contractor is to validate references and polisher's capabilities prior to submitting to Architect. 2. Applicator Qualifications: Submit letter of certification from each of the following manufacturers of products and equipment specified herein, stating that the applicator is a certified applicator of the system and is familiar with proper procedures and installation methods as required by the manufacturer. a. Planetary grinder system b. Liquid reactive surface densifier and stain guard treatment c. Joint filler, crack and spall repair products D. Maintenance Manual: Submit installer's maintenance manual, including maintenance and cleaning instructions for polished concrete floor system to Owner upon completion of work. 1.05 QUALITY ASSURANCE A. Regulatory Requirements: 1. Accessibility Requirements: Comply with applicable requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAGs)for Buildings and Facilities; Final Guidelines, revisions, and updates for static coefficient of friction for walkway surfaces. 2. Environmental Requirements: Comply with current Federal and local toxicity and air quality regulations and with Federal requirements on content of lead, mercury, and other heavy metals. Do not use solvents in floor polish products that contribute to air pollution or impact food quality. B. Pre-installation Meeting: 1. General contractor shall schedule and convene a pre-installation meeting at the project site before start of installation of polished concrete floor system. 2. Meeting to occur only after review and approval of required Sub-contractor submittals and completion of test panel mock-up, including specified grinding, polishing and dye,joint filling, spall and crack repairs, and specified overall gloss values. 3. Require attendance of parties directly affecting work of this section, including: a. Owner's Representative b. Project Architect c. General Contractor d. Polishing Subcontractor including Project Manager and Foreman 4. Meeting agenda to include (but not limited to): Review of existing conditions, surface preparation, system installations, field quality control, protection, environmental requirements, coordination with other work, controls to limit damage from dust and field quality control methods and reporting. 1.06 MOCK-UP A. Provide polished concrete floor finish mock-up, a minimum of 36 square feet, illustrating completed finish including dye, all specified liquid surface treatments and specified gloss levels. Must be of same concrete batch for slab where scheduled. Mock-up will include properly joint treatment and slab edge treatments. JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 3of8 B. Locate mock-up where directed by Architect. C. Accepted mock-up will serve as standard to judge quality and workmanship of completed polished concrete floor finish. D. Accepted mock-up shall remain as part of finished product. 1.07 PROJECT CONDITIONS A. Sequence application of concrete polishing after completion of other construction activities that would be damaging to the completed polished concrete finish. B. Close areas to traffic during and after floor application for time period recommended in writing by manufacturer. PART 2 PRODUCTS AND EQUIPMENT 2.01 EQUIPMENT TO BE USED FOR INSTALLATION A. Floor Grinder: 1. Machinery manufacturer will be HTC, SASE, Concrete Polishing Solutions, Husqvarna, Diamatic or PrepMaster. 2. Type: Multi-orbital, planetary-action, opposing-rotational, 3 or 4 diamond-headed floor grinders. 3. Weight: 850 pounds or more. 4. Grinding Pressure: 600 pounds minimum. B. Dust Extraction System and pre-separator for grinding/polishing: Heavy-duty industrial HEPA filtration vacuum system, suitable for extracting and containing large quantities of fine concrete dust (minimum 350 CFM air flow) in conjunction with manufacturer recommended pre-separator: 1. HTC 86D 2. Pullman-Ermator T8600 3. SASE Bull 1250 4. Approved equal C. Diamond Tooling for Coating Removal, Initial Grinding, and Preparing Floor for Polishing: 1. Metal Bonded Diamonds a. Grit Size: 40, 80, and 150. *Reference Section 3.3 C D. Diamond Tooling for Polishing Concrete: 1. Resin Bonded, Phenolic Diamonds a. Grit Size:100, 200, 400, 800 and 1500 or equivalent. E. Grinding / Polishing Pads for Edges 1. Grit Size: 80, 100, 120, 200, 400, 800, 1500 and 3000. F. Hand Grinder with dust extraction attachment and pads. JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 4 of 8 G. Joint cutting saw with dust extraction attachment 1. The Mongoose, by Engrave-a-Crete 2. Dust Buggy, by US Saws 3. Hump Back, by Joe Due H. Self-propelled shaver/leveler for slab surface demolition and leveling. 1. SuperShaver, by CPS 2. BMC 335 Shaver, by Diamatic I. High speed propane burnisher 1. Minimum 27 inch head generating pad speeds of 2,500 RPM or higher. J. Diamond Impregnated Burnisher Pads 1. Twister Diamond Cleaning System Pads, by HTC 2. Diamond Polishing Pads, by Norton 3. SpinFlex Diamond Polishing Pads, by CPS 2.02 MATERIALS A. Penetrating Hardener/Densifier: Clear liquid reactive lithium-silicate based. 1. Consolideck LS, by Prosoco. 2. RetroPlate 99 by Advanced Floor Products. 3. FGS Permashine by L&M Construction Chemicals. 4. SureLock Densifier by Ameripolish 5. No Substitutions B. Protective Surface Treatment (Stain Guard): 1. Consolideck LS Guard, by Prosoco. 2. RetroGuard by Advanced Floor Products 3. FGS Stain Protection by L&M Construction Chemicals. 4. SureLock Stain Protector by Ameripolish. 5. No Substitutions C. Solvent Based dye (where needed for repairs or per plans) 1. AmeriPolish Acetone Solvent Based Dye 2. Prosoco GemTone Dye (Applied with Acetone ONLY) 3. No Substitutions D. Joint Filler 1. SL/65 Polyurea in complementary darker color to match Dyed Polished Concrete, by VersaFlex Inc. 2. RS65 Polyurea in complementary darker color to match Dyed Polished Concrete, by Metzger McGuire 3. HT-PE65 Polyurea in complementary darker color to match Dyed Polished Concrete, by Hi-Tech Systems. E. Low Viscosity Crack and Spall Repair 1. Quick-Mender in complementary matching color, by VersaFlex Incorporated 2. Rapid Refloor in complementary matching color, by Metzger McGuire 3. HT Spall-FX2 in complementary matching color, by Hi-Tech Systems JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 5 of 8 4. 10 Minute Mender or Matchcrete in complementary color, by Roadware 5. Colors to be reviewed and approved by Architect.in mock-up. F. Wide Area Surface Repairs 1. TRU Self Leveling, by CTS Cement Manufacturing Corporation 2. Diama-Top by Ardex Engineered Cements 3. Color after application of Specified Dye to be reviewed and approved by Architect in mock-up G. Pin Hole and Surface Pitting Grout Coat 1. GM 3000, by Husqvarna Construction Products 2. StarSeal Fusion, by Vexcon Chemicals, Inc 3. Diama-Fill, by Ardex Engineered Cements 4. Approved Equal 5. Color after application to be reviewed and approved by Architect in mock-up. PART 3 EXECUTION 3.01 EXAMINATION A. Examine floor to receive polished concrete floor system. B. Notify the Project Manager of conditions that would adversely affect installation or subsequent use prior to commencement of polishing. C. Do not begin surface preparation or installation until conditions are corrected and approved. D. Verify the Following for New Overlays in Mud Beds 1. Floor Finish: Wide channel floated, smooth, pan, combination blade and plastic blade finished floor from edge to edge, with no rough areas. 2. Floor and Joints: a. Free of debris and excessive dirt, dust, clay, and mud. b. Dry. 3. Concrete Curing: Minimum 7 days disposable wet curing blankets or removable curing compound applied. Concrete shall be cured for 14-days minimum before start of grinding process. 4. Concrete Adjacent to Floor Penetrations: Troweled flat and level with surrounding concrete. 3.02 SURFACE PREPARATION A. Protection: Protect surrounding areas and adjacent surfaces from the following: 1. Minimal accumulation of dust from grinding and polishing. 2. Contact with overspray of penetrating hardener/ densifier. 3. Contact with overspray of protective surface treatment (stain guard) 4. Contact with joint filler, crack or spall repair materials B. On existing concrete floors, completely remove existing flooring, mastics, adhesives, self-leveling underlayment fillers and other foreign matter. (not applicable this project) JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 6of8 C. On existing concrete floors, remove the top 1/2 of an inch of existing joint material and replace with approved joint filler and crack repair products. (not applicable this project) D. Clean Surfaces: Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, coatings, and other surface contaminants which could adversely affect installation of polished concrete floor system. E. Fill concrete joints in accordance with Section 07 92 00. F. Repair all slab defects and joints in accordance with Section 03 35 40 3.03 INSTALLATION A. Install polished concrete floor system in accordance with manufacturer's instructions at locations indicated on the Drawings. B. Aggregate Exposure: 1. Fine Aggregate: Mottled salt-and-pepper aggregate exposure. C. Polished Concrete Floor System 1. Open Slab Surface: a. As required to provide a uniform final polish or removal of existing floor coatings, begin grinding with 40 or 80-grit metal bond. Bids shall be based on starting initial cut with 40-grit metal diamonds. Expose coarse concrete aggregate when required to reach lows spots within floor surface. b. Review condition of floor with Architect. Obtain approval from Architect if large coarse aggregate is required to be exposed to remove existing coatings, floor underlayment or slab deficiencies. Variations to the precise grinding, densifying, polishing and stain guard application are anticipated, but must be discussed and approved in writing by Architect prior to executing the work. C. For new concrete floors, open-up concrete by grinding with 80-grit metal- bonded. d. Progressive edge grinding will be necessary with 1/2" of all vertical abutments, including walls, cases, columns, posts and racking systems. e. Joint filler shall be flush with surface after grinding and polishing steps. Additional passes along curled joints may be necessary to even the surfaces and remove joint filler chatter. 2. Remove metal-bonded diamond scratches by grinding with progressively finer metal-bonded diamonds, up to metal bond 150-grit. 3. Apply densifier a. Apply to the point of rejection to ensure complete acceptance of the densifier product per manufacturer's recommendations. 4. Floor Polishing: a. Remove 150-grit metal-bonded diamond scratches by grinding with a transitional diamond per manufacturers recommendation b. Remove transitional resin-bonded diamond scratches by grinding with 100- grit resin-bonded diamonds. JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 7of8 C. Remove 100-grit resin-bonded diamond scratches by grinding with 200-grit resin-bonded diamonds. d. Remove 200-grit resin-bonded diamond scratches by grinding with 400-grit resin-bonded diamonds. e. Remove 400-grit resin-bonded diamond scratches by grinding with 800- grit resin-bonded diamonds. f. Remove 800-grit resin-bonded diamond scratches by grinding with 1500-grit resin-bonded diamonds. 5. Apply stain guard a. Apply in accordance with manufacturer's published instructions. b. Apply first coat per manufacturer's recommendation (DO NOT OVER APPLY). C. Use applicator pad, pre-wetted with stain guard, to pull material out to create a thin film prior to drying. d. Remove product completely from areas of over application, as evidenced by surface streaking, and replace with unused stain guard. e. Apply second coat of stain guard at all high traffic areas identified on the drawings per manufacturers instructions. 6. High speed burnish: a. After each application of stain guard is dry, burnish surface. b. Burnish using approved pads, at a slow movement pace using high speed machine with 400 or 800 grit diamond impregnated pads as required to achieve specified gloss requirements. C. Burnish with several passes. Make each progressive pass at 90 degrees from previous pass. d. Burnishing, pad type, and pace of forward movement shall combine to develop a minimum floor surface temperature of 91-degrees F directly below the burnishing pad as continuously measured by the operator during installation. D. Penetrating Dye 1. Mix dye in accordance with manufacturer's instructions for use in blending and matching patches. Design Standards are to be as follows: Polish concrete with no color unless specifically called out in specifications or plans. 3.04 FIELD QUALITY CONTROL A. Inspect completed polished concrete floor system with the Architect, Owner, General Contractor, and Installer. B. Review procedures with Architect to correct unacceptable areas of completed polished concrete floor system. C. Specular Gloss/Reflectance, ASTM D 523: 1. Perform polishing and burnishing work necessary to produce a Specified Overall Gloss Value (SOGV)>_ 50 prior to applying protective surface treatment, SOGV>_ 60 after applying protective surface treatment, Minimum Local Gloss Value (MLGV) >_ 40 JOB NO. 17056 Section 03 35 36 INTEGRAL COLORED POLISHED CONCRETE FLOOR FINISH (ALTERNATE) Page 8 of 8 after applying protective surface treatment as measured using a Horiba IG-320 60 Degree Gloss Checker. 2. Gloss shall be considered as a quantitative value that expresses the degree of reflection when light hits the concrete floor surface. Gloss measurements will be taken independent of ambient lighting and will be taken within a sealed measurement window located beneath the test unit. 3. Collects 12 readings minimum, throw out low and high measurements and average remaining measurements. Average shall exceed SOGV. No single measurement shall be less than MLGV. 3.05 PROTECTION A. Protect completed polished concrete floor system from damage until Substantial Completion. 1. Do not allow vehicle and pedestrian traffic on unprotected floor. 2. Do not allow construction materials, equipment, and tools on unprotected floor. 3. Prohibit parking of vehicles on concrete slab. 4. If construction equipment must be used for application, diaper components that might drip oil, hydraulic fluid, or other liquids. 5. No tire embedments (rocks, nails, screws, etc.)that will scratch or pit slab surface. 6. Prohibit pipe cutting using pipe cutting machinery on concrete slab. 7. Prohibit temporary placement and storage of steel members on concrete slab. 8. Prohibit acids and acidic detergents from contacting concrete surfaces. 9. Cover concrete floors with drop cloths or use breathable drop cloths during painting. If paint is spilled on concrete floor, remove paint immediately. 10. Protect slab surface from standing moisture for 72 hours to prevent re-emulsification of surface treatment prior to cure B. Immediately remove mortar splatter, spilled liquids, oil, grease, paint, coatings, and other surface contaminants which could adversely affect completed polished concrete floor system. C. Repair damaged areas of completed polished concrete floor system to satisfaction of Architect and Owner. END OF SECTION