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Contract 45717-A3AR4
CFW Construction Allowance Request Approval CAAppr-04 Page 2 of 3 CITY SECRETARY FORT WORTH City of Fort Worth CONTRACT NO. �) Construction Allowance Request Approval (Construction Allowance Breakdown Available in Links) For Construction Allowance Submittal No.:14 Construction Allowance Request Approval No.: CAAppr-04 I Date Started: 2018-02-13 Date Due: 2018-04-04 City Sec. No.: 45717-A3 Project Name:I Hemphill Street Connection GMP2 Project Numbers: 00141 DOE Numbers:1620 Project New 4-lane divided arterial street from Lancaster to Vickery Description: under UPRR and IH-30 Project/Contract Compliance Michael Weiss City Inspector: Randy Horton Manager: Contractor:JMcCarthy Building Companies, Inc. COST AND DAYS SUMMARY: Requested Department: Cost($) Fund Account Center: Days: TPW $ 220,533.00139406 0200431 5740010 C00141 C 10 1 1 l � � L Total Cost: $ 220,533.06 Total Requested Days:10 Approval Status: Contract Compliance Manager: Q By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract,including ensuring all performance and reporting requirements. 01 A/Aw- G C'� Michael Weiss,P.E. OFFICIAL RECORD Senior Professional Engineer CITY SECRETARY FT®WORTHo TX https://projectpoint.buzzsaw.conV bz web/Forms/FormPrint.aspx?Site1d=51500&Processld=5367&ActiveFonuId=23328&Resource1d=2025884&... 4/10/2018 CFW Construction Allowance Request Approval CAAppr-04 Page 3 of 3 Approved: Yes Comments: User: JoAnne Kamman j Date: 2018-03-13 8:43 AM Ij 1 Approved: Yes E mments: User: Ricardo Matute te: 2018-04-02 4:47 PM � f Approved: Yes I Comments: User: Doug Wiersig Date: 2018-04-08 9:34 PM F FORT Approved: Yes 'Comments: �:� •.� . lUser: Doug Black V S IDate: 2018-04-09 4:12 PM ArApproved: Yes (p$ ;Comments: jUser: Susan Alanis • Kay C ;Date: 2018-04-09 7:04 PM i Action Required: 1295: OFFICIAL RECORD CITY SECRETARY FTo WORTH,TX https://projectpoint.buzzsaw.com/ bz web/Forms/FormPrint.aspx?SiteId=51500&ProcessId=5367&ActiveFomiId=23328&ResourceId=2025884&... 4/10/2018 City of Fort Worth Construction Manager at Risk Construction Contingency/Allowance Request Breakdown Project Name Hemphill Street Connection from Lancaster to Vickery City Sec# 45717-A3 Client Project#(s) 00141 DOE 6120 Contractor McCarthy Building Companies PM: Mike Weiss Inspector: Randy Horton Contingency/Allowance Submittal# 4 Date: 2/20/2018 Dept. TPW Base Bid Totals Contract Time(CD) Original Contract Amount $ 27,268,083.00 $ 27,268,083.00 912 Extras to Date $ 2,013,097.18 $ 2,013,097.18 0 Credits to Date $ (548,366.00) $ (548,366.00) 0 Pending Contingencies(in Process) $ - $ 0 Pending Allowances(in Process) $ $ - 0 Contract Cost to Date $ 28,732,814.18 $ 28,732,814.18 912 Amount of Proposed Contingency $ 212,310.00 $ 212,310.00 0 Amount of Proposed Allowance $ 8,223.00 $ 8,223.00 0 Revised ease Rid Amount $ 28,953,347.18 $ 2%953;347478 912 Original Funds Available for Contingencies $ 3,666,568.00 $ 3,666,568.00 Remaining Funds Available for Contingencies $ 2,139,526.82 $ 2,139,526.82 Original Funds Available for Allowances $ 4,473,607.00 $ 4,473,607.00 Remaining Funds Available for Allowances $ 4,315,384.00 $ 4,315,384.00 Additional Funding(if necessary) Total Contract Value $ 35,408,258.00 $ 35,408,258.00 JUSTIFICATION(REASONS)FOR CONTINGENCY and ALLOWANCE Authorize the Use of Construction Contingencies for: WC#1-Bridge&Track,from Line Item 12 to Line Item 10 in the amount of$27,560.00 for painting the exterior railroad bridge beams; WC#2-Excavation and Walls,Line Item 23 to line Item 20 in the amount of$71,429.00 for the painting of concrete and block walls with color for consistency and anti-graffiti coatings; WC#2-Excavation and Walls,from Line Item 61 to Line Item 20,in the amount of$113,713.00 for sandblasting and painting the underside o the IH-30 bridge for consistent coloration; Authorize Allowances for: WC#2-Excavation and Walls,Trom Line Item 63 to Line Item 20 in the amount o 7,841.00 to remove,relocate and/or demolish existing utilities within the right-of-way;and WC#2-Excavation and Walls,from Line Item 63 to Line Item 100 in the amount of$392.00 for construction contingency; FIDS: 39406 0200431 5740010 C00141 CO2380 2017 $ 8,959,455.00 30106 0200431 5740010 C00141 CO2380 2017 $ 26,448,803.00 Total= $ 35,408,258.00 Customer Change Order If, r 17 M3 C.O.#5 Date: 02/07/2018 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order# 5 CPR Description Amount Painting of Walls and 60" Columns $0.00 Painting of Structural Steel $0.00 IH 30 Bridge Painting and Repairs $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders $0.00 The Contract Value prior to this Change Order was $35,408,258.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,408,258.00 McCarthy Building Companies, Inc. City of Fort Worth BY:. ! ) /I l 2"y—, BY: ZAA� Date:Z�7 16 Date: Printed On: 2/7/2018 4:46:23 PM Page 1 of 1 Change Proposal Request MRARTHY Date:2/7/2018 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref It:11 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Painting of Walls, 60"Columns and Bent Cap SCOPE: Painting the walls, 60" columns and the bent cap with the approved 7071 Gray Screen paint color. Applying TxDOT Type 3 Anti-Graffiti to all of the walls and the 60"drill shaft columns. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. C-ANTI-GRAFITI PAINT—(M) ($71,429.00) McCarthy Building Companies, Inc. WC#2 EXC&WALLS—(S) $71,429.00 Net Amount of This Proposed Change $0.00 Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. City of Fort Worth _✓Accept _✓Accept _Do Not Ac�'cept / f ! _Do Not Accept BY:�, 1 /if ,( BY: Date: 2-�8 I? Date: Printed On: 2/8/2018 2:18:01 PM Pagel of 1 Change Proposal Request 4effil ! Date:2107/2018 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref#:12 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Painting of Structural Steel SCOPE: McCarthy will paint the exposed exterior structural steel and touch up the paint after field installed with approved 7069 Iron Ore paint Color. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. C-PAINT RR BRIDGE—(M) ($27,560.00) McCarthy Building Companies, Inc. WC#1 BRIDGE&TRACK—(S) $27,560.00 Net Amount of This Proposed Change $0.00 Net Change In Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy BtFilding Companies, Inc. City of Fort Worth ' Accept t/Accept Do Not Accept _Do Not Accept BY: BY: Date: _}f,�.� Date: Printed On: 2/7/2018 4:53:34 PM Page 1 of 1 Change Proposal Request ' Date:211/2018 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref to: 13 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein.This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formai Change Order.The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: 1H 30 Bridge Painting and Repairs SCOPE: Due to preexisting conditions underneath IH 30 bridge McCarthy proposed a plan to repair the damaged areas. This will consist of grinding the concrete slobber on the existing IH 30 beams and repairing the beams on the spalling areas. After beams are repaired McCarthy will paint the beams and the deck panels with the approved 7069 Iron Ore paint color. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. C-130 BRIDGE PAINT—(M) ($113,713.00) McCarthy Building Companies, Inc. WC#2 EXC&WALLS—(S) $113.713.00 Net Amount of This Proposed Change $0.00 Net Change In Calendar Days Due To This Proposed Change (] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. City of Fort worth ✓Accept _Xl�ep# _Do Not Accept —Do Not Accept BY: —)—IL. BY: Date: '2 17 l Y Date: Printed On: 2/7/2018 4:54:14 PM Pagel of 1 ProJ.er crryaFaenwnrrx•rrrprrnStreet una•q.0 r Location: Fort W*rA Texas Date., F•bruary7,tela Hemphill Street Under ass GMP2-Change Order 5 Lbte Paacckkaage DESCRIPTION Quandt Unit Unit Price GMP2 Total Change Order Previous New Budget Measur Amount Change Orders Total 10 WC1 Subcontractor Work Category Sl Bridge&Track-McCarthy 1.00 LS $11,814,000 $11,814,000 $27,560 ($93,031) $11,748,529 11 Allowance Potential Bridge 6 Track Contractor Downtime 100.00 Days $5,432 5543,200 $543,200 12 Contingency Painting of Exterior Railroad Bridge Beams 1.00 LS $27,560 $27,560 ($27,560) $0 20 1 WC2 Subcontractor Work Category 112 Excavation 14 Waits-McCarthy 1.00 LS $7,745,000 $7,745,000 $185,142 ($436,791) $7,493,351 21 Subcontractor Artwork Installation-McCarthy 1.00 LS $75,511 $75,511 $76,511 22 Allowance Additional Artwork Support for Sub/Artist charges 1.00 LS $15,102 515,102 $15,102 23 Contingency Painting of Concrete and Block Walls with color for 1.00 LS $77,588 $77,568 ($71,429) $6,139 consistency and anti- re tiooalings 24 Allowance Potential Walls and Excavation Contractor DowntimeDowntime50.00 Days $2,517 $125,850 $125,850 30 1 WC3 Gontirgency Work Category#3 Electrical&Lighting 1.00 LS $1,678,000 $1,678,000 $125,500 $1,803,500 40 WC4 Subcontractor Work Category/4 Landscaping-C.Green 1.00 LS $380,187 ;380,167 $9,004 $389,171 Sca ,LP 41 Contingency Londscaping of ROW/CMAR Yard 3.00 Ac $17,800 $53,400 $53,400 42 Allowance Owners Landscape Allowance 10%1 Bid $380,167 $36,017 $38,017 50 WC5 Subcontractor Work Category#5Paving-McCarthy 1.00 LS $1,667,000 $1,687,000 $46,200 $1,713,200 51 Contingency Chesapeake Extended driveway and gale 1.00 LS $48,200 $46,200 ($46,200) $0 reconfiguration 60 CMAR General Conditions-30 Months 1.00 LS $4,023,374 $4,023,374 $4,023,374 81 Contingency Sandblasting 6 painting of Ute underside of the IH30 100 LS $184,555 $184,555 ($113,713) $70,842 bridge for consistent coloration 62 Allowance Identify 6 Locate Existing&Abandoned Utilities 1.00 LS $150,000 $150,000 $150,000 63 Allowance Remove,relocate andror demolish existing utilities 1.00 LS ;1,750,000 51,760,000 $1,750,000 wAthin the right of way 64 Allowance Potential Project delays due to Railroad"or 1.00 LS $750,000 $750,000 $750,000 Existing Utilities within the right of way 65 Allowance Owners Allowance 1.00 LS $867,727 $887,727 $887,727 Subtotal Cost of Work $31,990,231 $31,594,913 70 Performance 6 Payment Bonds 0.82% $264,271 $264,271 80 Pollution Insurance Wrap Poky 1.00 LS $41,646 $41,646 $41,646 80 Railroad Prolective Insurance 0.35% $112,785 $112,785 80 Builders Risk Insurance 0.22% $72,635 $72,535 80 General Liability 5 Umbrella Insurance 0.841% $295,300 $295,300 Subtotal Cost of Work+CMAR GC+Insurance $32,776,768 $32,381,450 90 Construction Fee 3.50% $1,147,187 ($14,151) $1,133,036 Subtotal Cost of Work+CMAR GC+Insurance+ ;33,823,955 ;33,514,4II6 Construction Fes 100 ConstrwAlonConlingency-ConswdionContingency 5.00% $29,686,059 $1,484,303 ($138,897) $1,345,406 has NOT been added for'Allowances'above 500 Subcontractor Credits $548,366 $548,388 Subtotal Cost of Work+CMAR GC+Insurance+ Construction Fee+CMAR BCFWCor Ungancy ;35,408,256 ;0 SO ;36,406,256 }•70th Apidl Z"FW Customer Change Order 1 ' C.O.#2 Date: 02/07/2018 Project Name: Hemphill Connector - Self Perform Architect's Project No: Excavation and Walls Project No: 002119.002 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector- Self Perform Excavation and Walls Change Order#2 CPR Description Amount Painting of Walt, 60"Columns and Bent Cap $71,429.00 The Original Contract Value was $7,820,511.00 Sum of changes by prior Change Orders ($323,078.00) The Contract Value prior to this Change Order was $7,497,433.00 The Contract Value will be changed by this Change Order in the amount of $71,429.00 The new Contract Value including this Change Order will be $7,568,862.00 McCarthy Building Companies, Inc. McCarthy Building Company- Dallas o A41A BY: BY: „ jL fAl we Date: ,Z&I1? Date: L��X t Printed On: 2/8/2018 2:13:38 PM Page 1 of 1 Change Proposal Request Date:2/4/2018 MI " U1111 I Project Name:Hemphill Connector-Self Perform Excavation and Walls Architect's Project No.: Project No.002119.002 Cost Issue Ref#:13 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein.This document, when fully executed, as accepted,shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Painting of Walls,60"Columns and Bent Cap SCOPE: Painting the walls, the 60" columns and the bent cap with the approved 7071 Gray Screen paint color. Applying TxDOT Type 3 Anti-Graffiti to all of the walls and the 60"drill shaft columns. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. IH 30 AND WALL PAINTER—(S) $46,080.00 McCarthy Building Companies, Inc. PAINTER SUPPORT—(L) $6,148.00 McCarthy Building Companies, Inc. PAINTER SUPPORT—(M) $3,320.00 McCarthy Building Companies, Inc. PAINTER SUPPORT—(E) $10,571.00 McCarthy Building Companies, Inc. Change Order Markup—(F) $5,310.00 Net Amount of This Proposed Change $71,429.00 Net Change In Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. McCarthy Building Company-Dallas __!L-Accept Accept Do Not Accept Do Not Accept BY: BY. _yG � Date: / Date: % /If Printed On: 2/8/2018 2:10:17 PM Page 1 of 1 �N NIN NDN N M N NiN NININ NINN NININ N N'N N N N N N N�►N N H N N i Q Soil NN,NNN'N NiNHN:,NN N'NN N!NNNINN NN MN • ~ pill I W i NSM NN q,N N.N'N N'NN N N N NIN N MSN NIN M M NN MfN N'�NKN MKNN,NNN,KN N�NN NDN NNNN« NN R I I i . . . . . . . . . . . . . . . . . . • f a N1N NDN N�NNN�NN Q-1-1NNN M;N e « M O Ifl p51 N�K NDN N NIN N;N'NIN�N N NDN N N,N N NIN N N K N N « d;d d did d d d! I N N,N 'N NIN iN N o p M i NNRI E INN NNNN NM Vt � N I 6 N N ' 8818 8 I I I 5 J.H. PAINTING 734 CHALK HILL LANE DESOTO,DALLAS,TEXAS 75115 P:972-920-5183 C:832-577-0756 Jh.painting@hotmail.com BID PROPOSAL DATE:01 31 2017 PROPOSAL#: 1209 PROPOSAL SUBMITTED TO: REVISED WORK TO BE PERFORMED: NAME: MCCARTHY BUILDING COMPANY PROJECT:HEMPHILL ST.CONNECTION#2119 ATTENTION: Chad Kresta Cell:682-401-0821 Email:CKi-esta@mccarthY.com WORK PERFORMED ACCORDING TO TXDOT SPECIFICATIONS ITEMS. BID AMOUNT Pressure Wash $.19 cent per SF Paint Bridge Structure $.26 cent per SF Conduit Underneath of Existing Bridge $2,500 L.S. Retaining Wall $.26 cent per SF Sand Blast Sidewalk $450.00 L.S. Steel Grlder(2) $2,500.00 L.S. Anti-Graffiti coating Ty 3 $.65 cent per SF PROPOSAL SUBMITTED BY: JOHN HOMER DATED: 01/31/2017 Customer Change Order M C.O.#2 Date: 02/07/2018 Project Name: Hemphill Connector - Self Perform Bridge Architect's Project No: and Track Project No: 002119.001 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector- Self Perform Bridge and Track Change Order# 2 CPR D"cription Amount Pam of structural steel $27,560.00 The Original Contract Value was $11,844,000.00 Sum of changes by prior Change Orders ($93,031.00) The Contract Value prior to this Change Order was $11,720,969.00 The Contract Value will be changed by this Change Order in the amount of $27,560.00 The new Contract Value including this Change Order will be $11,748,529.00 McCarthy Building Companies, Inc. McCarthy Building Company- Dallas G�I4/ BY: ...d BY: ,- Date: 7 .�g Date: Printed On: 2/7/2018 4:55:13 PM Page 1 of 1 Change Proposal Request A M1 .1 jill Date:2/07/2018 Project Name:Hemphill Connector-Self Perform Bridge and Track Architect's Project No.: Project No.002119.001 Cost Issue Ref#:12 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Painting of Structural Steel SCOPE: McCarthy will paint the exposed exterior structural steel and touch up the paint after field installed with the approved 7069 Iron Ore paint color. REFERENCE: Pricing Details Company Name Description Amount King Fabrication LLC $21,965.00 McCarthy Building Companies, Inc. STRUCTURAL STEEL PAINTING–(S) $2,190.00 McCarthy Building Companies, Inc. Change Order Markup–(F) $3,405.00 Net Amount of This Proposed Change $27,560.00 Net Change in Calendar Days Due To This Proposed Change (] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. McCarthy Building Company-Dallas ✓xAccept /Accept —Do Not Accept _Do Not Accept BY: BY: Date: a ��,{�+� Date: Printed On: 2/7/2018 4:10:04 PM Page 1 of 1 «ice. N�N NNN NN NN NNNN N NNNN N N N �N N� N N N N N ¢ N NNNNNN NNNNN NM I I N NNN N,N I, N W Z N N b N QIN N1 t N C P ( �aaaa�a�� 0000� N 0 d NNN« NN N N N«O N N aaaa�aa i � sxss��m I . 3 1� a i � I V k' is a a DocuSign Envelope ID:B47EF6FO-48E3-44FF-AOF5-2E81BOD324B4 Project Name:Hemphill St.Extension from Lancaster Ave.to Vickery Blvd Sub Job&PO#:2119.001-001-Bridge&Track SP EXHIBIT 1 UNIT PRICE SCHEDULE KING FABRICATION,LLC SPECIFICALLY ACKNOWLEDGES RECEIVING, REVIEWING AM ACCEPTING EXHIBITS 1. 1A.2.3 AND 4. Seller's Work specifically Includes, but Is not limited to providing all labor, materials, tools, equipment and appurtenances as required to Furnish and Deliver Structural Steel and associated steel components per all Drawings and Specifications. Structural Steel and associated steel elements for UPRR Bridge $1,813,954 TxDOT System III Coating for certain steel components on the UPRR Bridge $21,965 Purchase Order Special Conditions: 1. All items above are complete, Inclusive of all work and costs associated therein including all required Insurance(s),in accordance with the drawings,specifications,McCarthy Front End Documents,addenda and all documents listed in Exhibit 2 of this agreement. 2. The above prices include freight FOB to the jobsite.Deliveries to be in a vehicle that can be unloaded with a crane or wheel loader with forks (i.e.open top trailer unit or trailer unit with removable sides to allow wheel loader to be close enough to reach the materials). 3. The above prices are firm for the duration of the project and shall be inclusive of all delivery fees,surcharges, taxes,etc. 4. McCarthy and Seller to mutually agree to delivery times Two(2)hours onsite staging or waiting time allowed for each delivery.When onsite staging or waiting time exceeds two(2)hours,Seller to charge$100 per hour per truck for demurrage. Staging/wait time will not begin until the agreed delivery time or when the truck arrives, whichever is later. No compensation will be made if deliveries arrive before agreed delivery time. McCarthy and Seller to comply with oversized vehicle curfews Including the 4 p.m.to 7 p.m.curfew. 5. All delivery drivers must have and wear proper personal protective equipment,which at a minimum consists of a hard hat,high visibility vest,safety glasses,and gloves. 6. All delivery drivers must carry proof of insurance In vehicle for entrance into the worksite. 7. Seller acknowledges Addendum 1,Addendum 2,Addendum 3 and Addendum 4. 8. Seller to comply with the Project's Material Sourcing requirements including but not limited to City of Fort Worth's material sourcing requirements and any domestic material requirements. 9. Shop drawings and submittals are included as required and shall be completed within thirty(30)calendar days of execution of the contract. Shop drawings will be approved by the owner/engineer prior to start of fabrication. 1. Seller will be required to provide a 'Material Supply Bond". McCarthy will reimburse Seller for the actual premium cost for the Material Supply Bond based upon the paid invoice amount. 2. Seller will be required to provide a two(2)year Maintenance/Warranty bond to purchaser as required per the project specifications. The cost of the premium for the Maintenance/Warranty bond Is Included within the above amounts and will NOT be reimbursed separately. 10. Seller will not be required to provide any MBE Participation. 11. Seller includes: a. Rolled beams b. Bridge deck c. Diaphragms d. Ballast beams e. Permanent handrail f. Expansion Joint g. Miscellaneous Steel including but not limited to lifting lugs, gap plates and supports, armor plates (sheet 188 and sheet 215), flashing plates (sheet 215), ballast retainer plates (sheet 211) and clearance sign bracket(sheet 214). h. Coatings as shown In the contract documents. 1. Permanent Fasteners,erection fasteners and Inserts for all items supplied J. Freight to jobsite including unloading time of 2 hours at no extra charges k. The TxDOT System III coating to be applied In the area highlighted In red below: 12. Seller excludes: a. Field measurements. b. Gauge metal,gaskets and seals. c. Deck drains. Page 7 of 30 Short Form P.O. Rev.05-16-2017 Customer Change Order hil EZ) 1 Z3 1 C.O.#3 Date: 02/07/2018 Project Name: Hemphill Connector - Self Perform Architect's Project No: Excavation and Walls Project No: 002119.002 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector- Self Perform Excavation and Walls Change Order# 3 CPR Description Amount IH 30 Bridge painting and Repairs $113,713.00 The Original Contract Value was $7,820,511.00 Sum of changes by prior Change Orders $0.00 The Contract Value prior to this Change Order was $7,820,511.00 The Contract Value will be changed by this Change Order in the amount of $113,713.00 The new Contract Value including this Change Order will be $7,934,224.00 McCarthy Building Companies, Inc. McCarthy Building Company- Dallas C Fw BY: .i. �-. L„r+d. BY: Date: 2.11 fir Date: Printed On: 2/7/2018 4:56:50 PM Page 1 of 1 Change Proposal Request M11, 7A"l f i,i 1 11 1'1 1 Date:2/07/2018 Project Name:Hemphill Connector-Self Perform Excavation and Walls Architect's Project No.: Project No.002119.002 Cost Issue Ref#:14 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: IH 30 Bridge Painting and Repairs SCOPE: Due to preexisting conditions underneath IH 30 bridge McCarthy proposed a plan to repair the damaged areas. This will consist of grinding the concrete slobber on the existing IH 30 beams and repairing the beams on the spalling areas. After beams are repaired McCarthy will paint the beams and the deck panels with the approved 7069 Iron Ore paint color. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. IH 30 AND WALL PAINTER–(S) $23,445.00 McCarthy Building Companies, Inc. IH 30 BRIDGE REPAIRS–(L) $22,783.00 McCarthy Building Companies, Inc. IH 30 BRIDGE REPAIRS–(M) $9,038.00 McCarthy Building Companies, Inc. IH 30 BRIDGE REPAIRS–(E) $10,083.00 McCarthy Building Companies, Inc. PAINTER SUPPORT–(L) $4,211.00 McCarthy Building Companies, Inc. PAINTER SUPPORT–(E) $12,982.00 McCarthy Building Companies, Inc. PROJECT MANAGEMENT–(L) $16,954.00 McCarthy Building Companies, Inc. MGMT PICKUP TRUCKS–(E) $1,424.00 McCarthy Building Companies, Inc. Change Order Markup–(F) $12,793.00 Net Amount of This Proposed Change $113,713.00 Net Change in Calendar Days Due To This Proposed Change [) Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. 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Chip areas with loose concrete around spalled areas. 3. Tape: a. For straight lines and a professional "full-depth-repair look°, tape a square around the repair area. 4. Mix Before Using: a. Remove Lid and power mix until all settlement is dispersed. 5. Prime: a. Measure amount of Flexcrete needed for prime coat. Add catalyst and power mix for 30 to 60 seconds. Brush or roll onto surface. 6. Mix &Trowel: a. Measure amount needed. Catalyze Flexcrete, then power mix in 3.5 parts of clean, dry, medium blasting sand until thoroughly blended. Trowel into place, sprinkle with dry sand and allow to cure. 7. After the Flexcrete is applied to all the damaged areas, McCarthy will go back through and grind off any excess material to insure a smooth clean finish. *See attached material application instructions for further info. lexK,�, r -Till+ A elb,of Awlectim Pty Is, h+c. FlexKreteT ru 102 Technical Bulletin GENERIC TYPE: PHYSICAL DATA: Advanced,thermoset vinyl polymer. Solids by wt: approx. (@77°F.) 99% Solids by vol: approx. (@77°F.) 98% RECOMMENDED USAGE: Specific Gravity a 77°F. 1.08 ? Repair pot holes and broken concrete. Viscosity @ 77°F. 180-250 cps ? Repair spalls in concrete. Flash Point: (ASTM-D-93, Open Cup) 141°F. ? Feather edge,or use full depth. Pot Life with 80%aggregate: ? Rebuild broken curbs and platforms. c(@770F.,approx. 20 min. ? Restore integrity of distressed concrete. @100°F.,approx. 12 min. ? Bridge deck repairs and slabs. Pot Life without aggregate: ? Parking lots. @770F.,approx. 13 min. ? Parking decks. @100°F.,approx. 7 min. ? Floors,docks&ramps. Linear Shrinkage(unfilled) 1.1% ? Non-skid,coating for floors,steps&walk- Tensile Modulus(ASTM D 790) 182,000 psi ? ways. Tensile Strength (ASTM D 638) 3,5301b/in2 ? Driveway and sidewalk renovation. Flexural Strength (ASTM D 790) 7,340 lb/int ? Rebuild stairways. Flexural Modulus(ASTM D 790) 390,000 psi ? Control joints. Elongation%(ASTM D 638) 30% ? Equipment bases. Water Absorption(ASTM D 570) 0.64% ? Anchor bolts and posts. Compressive Strength >I 0,000 psi ? Level concrete. Hardness-Shore D (ASTM D 2240) 79 CHEMICAL RESISTANCE GUIDE: Shelf Life: 6 mos. (Use FlexKrete 102CR) VOC: 0 EXPOSURE IMMERSION SPLASH&SPILL TEMPERATURE LIMITS: ACIDS GOOD EXCELLENT Continuous 175°F. ALKALIES GOOD EXCELLENT Intermittent 220°F. PETROLEUM GOOD GOOD Cures @ 35° F. SALTWATER EXCELLENT EXCELLENT WATER EXCELLENT EXCELLENT NOTE: For Specific harsh chemical environments, COVERAGE: contact FlexKrete Technologies s or your sales rep. 1 Gal.Flexl i-ete- +4 Gal. Sand= 128 sf @ 1/16"Average Thickness ORDERING INFORMATION: 64 sf @ 1/8"Average Thickness Shipping Weight: 32 sf @ 1/4"Average Thickness Wt.Per Galion @ 77°F. 9 lbs. 16 sf @ 1/2"Average Thickness 8 sf @ 1"Average Thickness PACKAGING: For roll and broadcast repairs,approx. 50-100 sf per Available in 5 gallon units. gallon,depending on the type and porosity of the substrate and the size of the aggregate used. FtevKreteTm TECHNOLOGIES, Plano,TX 75075-972/964-8707,fax-972/985-4515,cmaii-sales@flcxkmte.com MATERIALS & EQUIPMENT: MIXING: 1. FlexKreteTm 102 in pouring container Determine how much primer is needed for 2. FlexKrete TM catalyst and measuring the defined work, then pour the appropriate container. amount of FlexKrete- into the measuring 3. Bagged blast sand. (20-40 mesh (coarse), container. Add the indicated amount of or for fine feather edging, use 40-60.mesh catalyst, (1.2oz, for 1 gal., 1/2oz. for 1/2 gal., (fine). 1/4 oz. for 1 qt., etc.— then mix with the 4. One-gallon measuring containers with 1 qt. mixer for 30-60 seconds. Apply liberally to Increments. the areas with brush and/or roller, making 5. 5-gallon (or larger) mixing containers. certain that all facets are coated and voids 6. Brushes and/or rollers to apply the primer are covered. The slurry may be applied coat. immediately after priming, or time may be 7. Trowels. (MUST BE TOTALLY CLEAN ON allowed to pass, as long as the primed area BOTTOM SURFACE.) remains clean—finish on same day. 8. Concrete edgers and tools for installing SLURRY: dummy joints. A FlexKrete-/sand mix ratio should be 9. Heavy-duty drill with 4-6"wide paddle or about 3-4 parts sand for the best grout mixer. trowelability. CATALYZE BEFORE 10. Electrical generator or available electricity. ADDING SAND. Use 20-40 mesh (coarse) 11. Acetone for tool clean-up. blasting sand, or a mixture of 20-40 and 40- 12. Container with lid, in which trowels and 60 mesh, (fine) for excellent results. Mix tools will fit flat on bottom, bathed in 1-2" of only the amount of material that can be acetone, immediately after using. poured and troweled within the setup time. 13. Pumice stone for feather edging and (approx. 15-20 minutes) smoothing. VERTICALS & OVERHEAD: 14. Duct tape. Mix same as above, except substitute 2 15. Rags and hand cleaner. parts fumed silica for 2 parts sand. DEEP HOLES: SURFACE PREPARATION: For repairs 2-4" deep or more, mix 2-3 All surfaces should be clean, free of oil, dirt, parts small, angular gravel, and 1-2 parts debris, grease, scale, coatings, contamination sand, with 1 part catalyzed FlexKrete This and moisture. Any existing asphalt materials may vary, depending on the aggregate. should be removed prior to application. Feather-edge to the duct tape and finish. NEW CONCRETE should be aged for 28 days DO NOT OVER-TROWEL. When the and should be clean and free of form release material begins to pull, finish or pat smooth agents, curing agents, waterproofing agents and with the trowel. Wipe trowel with acetone any other coating. For best results, a clean, wet rag for last minute smooth finishes. rough concrete surface should be exposed. Always retain joints. Pull duct tape and A full-depth repair appearance may be produced allow to cure. Normally, 45-90 minutes are by using duct tape to symmetrically tape off the needed for return to full traffic. area to be repaired. CLEANUP: Clean tools with acetone. These instructions are issued as an aid in determining correct surface preparation,mixing instructions and application.It is assumed that the proper product rec- ommendations have been made. These instructions should be folloHed closely to obtain the maximum service from the materials. CAUTION: Contains flam- mable materials. Keep away from sparks and open flames during application. In confined areas fresh air supply should be utilized,and all hypersensitive persons should%vicar gloves or use protective cream. All electrical equipment and installations should be made and grounded in accordance with the National Electrical Code. To the best of our kno%iedge the technical data contained herein are true and accurate at the date of issuance and are subject to change without prior notice. No guarantee of accuracy is given or implied. We guarantee our products to conform to strict quality control. We assume no responsibility for coverage,perform- ance or injuries resulting from their use. Liability,if any,is limited to replacement of products. Prices are subject to change without prior notice. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY THE SELLER,EXPRESS OR IMPLIED.STATUTORY.BY OPERATION OF LAW,OR OTHERWISE,INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. FtexKrek Application Instructions � Tc�c,.,�rcc�lc �ics Col 1. Clean Surface Remove all dirt, loose debris paint and other contaminants to produce a clean, dry, rouj� finish. 2. Tape: For straight lines and a professional "full-depth-repair look" tape a square around the repair area. (a 1/4" to 1/2" curf cut can also be used for extreme traffic areas Option: Fill void without taping or curf cutting. 3. Mix Before Using: Remove lid and power mix until all settlement is dispersed. 4. Prime: Measure amount of F1exKrete needed for prime coat. Add catalyst and power mix for 30 to 60 seconds. Brush or roll onto surface. On damp or green concrete, rusty rebar, or metal, use FlexPrime instead. 5. Mix & Trowel: Measure amount needed. Catalyze FlexKrete ,as in step 4, then ower mix in 3.5 arts of clean, dr medium grade blasting sand until thotou 1 blended. Trowel int sprinkle with dr sand and allow to cure. place, P Y Important Tips • NO WATER ALLOWED! • Retain expansion joints. • Use large square mud paddle. • Use shiny stainless trowel. • Keep tools clean in lidded bucket with acetone. • Do not put acetone directly on the repair. • Read the detailed instructions and tools & supplies checklist. Do not hesitate to call us with questions ! Greg (817) 808-8970 FlexKrete. Tools & Supplies Checklist ✓ Heavy Duty Drill—You will need a low speed high torque drill. The Milwaukee Hole Hayyg is the best drill we have found that is able to mix a full batch of FlexKrete and has a low speed that make mixing easier. ✓ Electrical Power—Unless power is readily available very near the repairs,you will need a generator and heavy-duty cord. ✓ Square Mud Paddle—It is important to cut the nub off of the bottom of the 6" wide, square mud paddle so it will sit flat on the bottom of your bucket. ✓ Leaf Blower—To blow the dirt and debris out of the repair area. Also used to clean off the loose aggregate for broadcast applications. ✓ Angle Grinder—Large angle grinder with a diamond cup wheel or cup stone will be invaluable for cleaning out very dirty holes or sealed and/or oily concrete. Also usefid for touch up of edges and vertical repairs. ✓ Chipping and Cleaning Tools—A hammer, small pick, chisel,wire brushes, and other small hand tools will help in cleaning up concrete and rusty rebar. Also useful: Pry bar or sharp shooter, and broom. ✓ Trowels—The longer the trowel, the less trowel marks you will leave. It is important to have a clean smooth steel or stainless steel trowel. A stiff trowel will give best results—(i.e. the brace support extending near each end of the trowel) ✓ Buckets- Mixing buckets (5 gallon for small batches,20 gallon muck bucket for large batches). Another 5-gallon bucket is helpful to use for pre-measuring your batches. You also need a Lidded Trowel Bucket so you can drop the trowels into acetone without the acetone evaporating. ✓ Measuring Containers—2.5 Quart metered measuring containers,you will need several, a minimum of two,one for the FlexKrete and one for the sand. ✓ Duct Tape--You will need enough to tape symmetrically around the areas to be repaired, if you are using the "full depth repair look". ✓ Brushes—Purchase the 3" or 4"wooden handled brushes (the cheap ones), you will also need a coffee can or lidded container to drop them into acetone to make them re-useable. Rollers and Roller handles are needed for broadcast applications or very large areas. ✓ Acetone—For cleaning up tools and spills. ✓ Blasting Sand—Commercial Grade - course or medium grade, kiln dried sand— 20 to 40-mesh size. You will need approximately 50 pounds of sand per gallon of FlexKrete. (i.e,: TXI Medium#3, SandExpress Medium#4) ✓ Other Important Items—Knee Pads,Disposable Gloves, Hand Cleaner, Rags, Small Tarp to prevent spills, Weed Burner Torch for drying damp pavement or use FlexPrime, F1exTemp Additive for applications below 50 degrees or IS minute cure. ✓ Funred Silica—You will only need fumed silica if you are doing vertical or overhead applications without using forms. (2.5 lbs per gallon of FlexKrete) ✓ Colored Quartz—You will only need colored quartz if you are doing a non-skid decorative broadcast application. (.75 lbs per square foot) For Questions call Greg at(817) 808-8970 Page 1 of 2 FlexKrete- Tools & Supplies Checklist SHOPPING CART CHECKLIST (Please Read Narrative Prior To Shopping) ITEM APPROXIMATE QUANTITY NOTES COST Heavy Duty Drill $300 1 Generator 3000+watt $400 1 Square Mud Paddle $15 1 Leaf Blower $150 1 Angle Grinder/Cu Wheel $160 1 Tools—hatchet, chisel, wire $50 1 brush, broom, etc. Trowels 1' and 2' $30 2 5 Gallon Buckets $10 2 Lidded Trowel Bucket $5 1 20 Gallon Muck Bucket $20 1 2.5 Quart Containers $8 4 Duct Tae $3 1 Brushes $3 2 Acetone $25 2 Small Tai $5 1 Knee Pads, Disposable $30 1 Gloves,Hand Cleaner, Rags, Weed Burner Torch 1 $201 1 Industrial Sand (medium) - 50 lbs per gallon of Flex Fumed Silica—You will only need fumed silica if you are doing vertical or overhead applications without using forms. (1.25 lbs per gallon of FlexKrete) Colored Quartz—You will only need colored quartz if you are doing a non-skid decorative broadcast application. (.75 lbs per square foot) For Questions call Greg at(817) 808-8970 Page 2 of 2 FlexKretew Detailed FLATWORK Application Instructions Site Preparation Ensure that Surface is Clean: It is important to remember that even with FlexKrete's phenomenal bond, it will only be as strong as what you are bonded to. Therefore, remove any dirt,loose debris,paint,sealants,oils,or other contaminants to produce a clean,dry rough, finish.The concrete will actually look white when it is properly cleaned. It is useful to have small tools to chip away loose concrete or clean the area with an angle grinder equipped with a diamond cup wheel or cup stone if necessary. Ensure that Surface is Dry and Prepared Properly: It is important to remember that FlexKrete is a chemical process,and although superior, is very different than waterborne cement based materials. The area must be completely dry or use FlexPrime before you apply the FlexKrete slurry.If the area is damp,you can use a thin coat of FlexPrime,or simply torch the repair area dry with a propane weed burner. If you opt to use the torch method,you must ensure that the concrete is completely dry and that moisture will not migrate back into the repair before the FlexKrete sets up. Final Preparation:Now that you have completed the most time consuming part of the FlexKrete repair,now is a good time to sweep up and bag all the debris. You will want to also use a leaf blower to get all the remaining dust and grit out of the cleaned area. In final preparation for your installation, if you want to have crisp borders and a professional looking "frill-depth-repair look",you will want to use duct tape to symmetrically tape off around the repair. Mixing and Applying FlexPrime Estimate Amount of FlexPrime: You are going to mix enough FlexPrime to paint a VERY THIN coat that completely covers the concrete and voids within the repair area. A simple way to estimate the amount needed is to estimate approximately 300 square foot of coverage per gallon. (i.e.2.5 sf.an ounce)(38 sf.a pint)(75 sf.a quart) Mix and Apply FlexPrime: Mix equal parts of A &B for 3+minutes,and apply a VERY THIN COAT with a brush, roller, or spray. Make sure that the FlexPrime is not puddled at all. If the surface is very rough you may need to take a dry brush to thin out any puddles or ridges. If you are priming a lot of area on a hot day,try to only mix up enough FlexPrime that can be applied within 15 minutes. If the FlexPrime starts to thicken up DO NOT apply it DISCARD. Mixing and Applying FlexKrete Estimate The Volume of FlexKrete Slurry Needed: The simplest method is to look at the repair and estimate the volume of sand required to completely fill the void out to the tape,and then divide by 3 or 3.5 to determine the amount of FlexKrete needed. For example,a one gallon sized hole 3.5=A little more than a Quart of FlexKrete(35 ounces) to 3.5 Quarts of Sand)or (A four gallon sized hole+3.5= 1.2 gallons of FlexKrete(150 ounces)to 3.5 gallons [50lbs] of sand) Have Questions? Call Greg: (817) 808-8970 1 of 3 FlexKreterm Detailed FLATWORK Application Instructions Mix FlexKrete Slurry: Measure out the amount of FlexKrete needed into a mixing container, then add the recommended amount of catalyst(or less)as stated on the catalyst bottle. Do not use less than 25%of the recommended amount of catalyst-FlexKrete will not set up without catalyst. You will need to power mix for 30 seconds to I mimite. The longer you mix it the faster it will set up. When fully mixed/catalyzed, then power mix in 3 to 3.5 parts of clean,dry, medium to course grade blasting sand until it is thoroughly blended. To buy yourself more workability time,you will want to immediately pour the slurry on the repair area rather than leaving it in the bucket. It is also a good idea to get all of the residual slurry out of the bucket with your trowel so you call easily re-use the bucket. The Set Time Sneed: Varying the amount of Catalyst and mixing times can regulate the set time speed. At 70 degrees,FlexKrete will set completely in one hour using the recommended ratios and one minute mix time. At 100 degrees it will cure in the sante amount of time with as little as 1/2 of the recommended ratios. At zero degrees, FlexKrete will set completely in one hour using the recommended ratio of Catalyst and the recommended ratio of FlexTemp Additive. At 70 degrees, if you use the frill amount of Catalyst and FlexTemp Additive,FlexKrete will set completely in about 10 minutesl Trowel Slurry: After pouring the slurry out of the bucket onto the repair area,you will first compact the slurry into all the voids,then use your trowel at a moderate pitch,to screed the slurry over the entire repair slightly above grade. To finish trowel,you will work in one direction,keeping the trowel at a low pitch,and applying downward pressure as you slick off the top. This process should only take one or two passes. As you pull the slurry off of the tape with your trowel,you will be able to see if your repair is close enough to grade—if not try one more pass to ensure the repair is not sticking up too high. The toweling process is more like spackling than floating concrete. Remove Tape and Clean Un: You should pull the tape before the repair is set up. You can also spend these few minutes before opening the repair to traffic by cleaning up the area. If you have spills or primer outside of the taped area,you can easily clean it up with acetone, or simpler yet, by throwing a small amount of sand on the spot and using a hand stone or cup wheel to scuff it oft. Retain Expansion Joints: Concrete slabs weigh many thousands of pounds and are designed with joints for inevitable ground movement and shifting. It is important for installers to retain any expansion joints or movement cracks, otherwise you may have failures of the surrounding concrete or FlexKrete repair. Since FlexKrete sets up fast,you can also fill the joint with elastomeric sealer right away. There are several simple methods for retaining worry free expansion and movement joints in FlexKrete repairs. Retain Expansion Joints: Concrete slabs weigh many thousands of pounds and are designed with joints for inevitable ground movement and shifting. It is important for installers to retain any expansion joints or movement cracks,otherwise you may have failures of the surrounding concrete or FlexKrete repair. Since FlexKrete sets up so fast,you can also fill the joint with elastomeric sealer right before you open the repair to traffic. There are several simple methods for retaining worry free expansion and movement joints in FlexKrete repairs. Trowel Crit: Some applicators use their trowel or joint tool to press a joint Have Questions? Call Greg: (817) 808-8970 2 of 3 FlexKrete- Detailed FLATWORK Application Instructions through the repair before it gets hard. Blade Cut: Since FlexKrete sets up so quickly, it is just as simple and crisper looking,to snap a chalk line,and use a standard skill saw with a masonry blade to re-cut the joint or crack after the repair has setup. Expansion Joint Sh-1ps: You can insert fiber joint strips into the repair before you apply the slurry,then when the repair has set up, you can either pull the joint strips out or cut them to grade and leave them in place. Open Repair to Traffic: With FlexKrete you should never have to leave cones!!! To check whether the repair has set up, find an inconspicuous area to touch and/or check any leftover bits of slurry. When FlexKrete is completely hard to the:touch, it is ready for traffic. On cooler days it is possible for the top of the FlexKrete to remain a little bit sticky to the touch for a while after it is hard enough to drive on. To prevent the repair from picking up dark tire and road grit,you can just sprinkle some sand or dust fi-om the joint cutting on top of the repair. Have Questions? Call Greg: (817.) 808-8970 3 of 3 FlexKretem Detailed Vertical & Overhead Application Instructions Site Preparation Ensure that Surface is Clean and Dry: For most vertical work such as Retaining Walls, Bridge Pillars, Columns,Ceiling Joists,and Curbs, there is very little preparation necessary to ensure the area is clean and free of contaminants. If needed,use chipping hammers,grinders, blasting equipment to mechanically remove loose concrete, corrosion,dirt and all contamination to produce a clean,dry,rough surface. Usually a wire brush is more than sufficient to clean the concrete or any rusting rebar. If you are fixing a curb where the damage has been painted over, you will want to grind the paint off with an angle grinder equipped with a diamond cup wheel or stone. You will want to use a leaf blower to get all the remaining dust and grit out of the cleaned area. Tape or No Tape: If you want a flush to grade repair,you do not need to use duct tape,although some applicators use duct tape to mirror the damaged area. If you prefer an"above grade-cut- out-look"you will want to use duct tape to symmetrically tape off around the repair. Mixing and Applying either FlexKrete Primer or FlexPrime Some contractors prefer to prime with the FlexKrete Resin instead of FlexPrime,especially in cold weather and some overhead repair situations. To Prime with FlexKrete Resin: Measure out and catalyze enough material to paint a thick coat over the area. 1-2 minute mixing times and the use of FlexTemp Additive are recommended for tacit times needed in less than 10 minutes. The coating must be very tacky and sticky in order to hold repair material. To Prime with FlexPrime: Estimate Amount of FlexPrime: You are going to mix enough FlexPrime to paint a VERY THIN coat that completely covers the concrete and voids within the repair area. A simple way to estimate the amount needed is to estimate approximately 300 square foot of coverage per gallon. (i.e.2.5 sf. an ounce)(38 sf. a pint)(75 sf, a quart). Mix and Apply FlexPrime: Mix equal parts of A&B for 3+minutes,and apply a VERY THIN COAT with a brush,roller,or spray. Make sure that the FlexPrime is not puddled at all. If the surface is very rough you may need to take a dry brush to thin out any puddles or ridges. Allow FlexPrime to Tack: For vertical repairs it is critical to ensure that the FlexPrime is TACKY enough to hold the FlexKrete in place while it cures. If you do not want to wait as long for the FlexPrime to reach it's VERY STICKY stage,a torch can be used to preheat the concrete before applying FlexPrime so that it will tack more rapidly. Without torching the tacky stage can take over 30 minutes at 70 degrees, up to several hours in colder temperatures. Mixing and Applying FlexKrete Have Questions? Call Greg: (817) 808-8970 1 of 2 1 1G'A Krete m Detailed Vertical & Overhead Application Instructions Estimate The Volume of FlexKrete Slurry Needed: Since you will want to mix enough slurry to fill the repair area but not throw any away, it is a good idea to have all the repair areas in the immediate area,primed and ready. The simplest method is to look at the repair and estimate the volume of sand required to completely fill the void, and then divide by 2 to determine the amount of FlexKrete needed. (Example: One gallon void+2= %s gallon of FlexKrete to 1 gallon of fumed silica and 1 gallon of sand) Determine Consistency of FlexKrete Vertical/Overhead Slurry: A good starting point for a stiff batch is 1 part FlexKrete,2 parts amorphous fumed silica,and 2 parts medium blasting sand. MORE FUMED SILICA MAKES IT STIIFFER,LESS SAND MAKES IT LIGHTER. If you are doing overhead repairs that are very thick,you may want to cut back oil the sand to 1.5 parts to lighten up the slurry. For curbs,you can cut back on the parts of fumed silica and replace with sand if you do not need that stiff of a mixture. You can vary the ratios to meet your needs as long as the there are no more than 4 parts of fumed silica and sand to one part of FlexKrete. Mix FlexKrete Vertical/Overhead Slurry: The easiest way to mix in the fluffy filmed silica is to catalyze the FlexKrete for one minute, then stop mixing. Then add fumed silica and then load the sand on top of it,working it in manually with your paddle before paddle mixing. Some applicators also use cardboard covers over their mixing bucket to prevent loss of firmed silica. You should always wear respiratory protection when working around fumed silica. Trowel Slurry: The vertical slurry mix is very stiff like bread dough or silly putty,therefore,the easiest way to get the material out of the bucket and onto the repair is to use a gloved hand to simply grab handfuls of material and pack them into the void above grade. Then you can then slice to grade or trowel above grade to the tape. Retain Expansion Joints: On vertical and overhead repairs it is usually easiest to place expansion joint strips at the point of movement,while you are packing in the FlexKrete slurry. Finishing Finishing: if you use the tape off method,you should pull the tape before the repair is set up. If you use the"Flush-to-Grade"method,and the area is not going to be painted,you may want to put some finishing touches on the cured repair with an angle grinder or stone for final smoothing, "dusting"and/or color matching. Have Questions? Call Greg: (817) 808-8970 2 of 2 aFlexKretew Detailed Non-Skid Broadcast Application Instructions This process is used for a coating over the concrete surface, where you apply a coat of FlexKrete with rollers,and immediately broadcast sand,quartz,or aluminum oxide onto the wet FlexKrete. After the FlexKrete sets tip,you will broom off any loose aggregate, and then seal the decorative finish with F1exSealer1000. Site Preparation Ensure that Surface is Clean and Dry: As with all FlexKrete applications,you need clean concrete. Many broadcast applications are done on interior floors that have been previously sealed,painted,or may contain contaminants like hydraulic fluid. You must ensure clean white concrete by bead blasting and/or grinding,brushing and brooming or vacuuming clean. Tape Area: You will want to use duct tape to symmetrically tape off the area accurately. Anything not taped will end up being very hard to remove,and anywhere misaligned tape is on an area to be covered it will look sloppy. Mixing and Applying FlexPrime Estimate Amount of FlexPrime: You are going to mix enough FlexPrime to paint a VERY THIN coat that completely covers the concrete within the repair area. A simple way to estimate the amount needed is to estimate approximately 300 square foot of coverage per gallon. (38 sE a pint)(75 sf.a quart). Mix and Apply FlexPrime: Mix equal parts of A&B for 3+minutes,and apply a VERY THIN COAT with a roller. Make sure that the FlexPrime is not puddled at all, a good policy is to roll a dry roller over the area after applying. If you are priming a lot of area on a hot day,try to only mix tip enough FlexPrime that can be applied within 15 minutes. If the FlexPrime starts to thicken up DO NOT apply it DISCARD. After rolling it on you call lightly sprinkle some sand onto the FlexPrime which will help you oil the next step with a high build coat of FlexKrete. Mixing and Applying FlexKrete Estimate FlexKrete Coverage: The goal is to apply the thickest coat of FlexKrete you can, without having puddles or ridges.Typically,you should try to apply the FlexKrete at about 65 to 75 square foot a gallon. Since you won't know how much EXACTLY the concrete will accept, when you pour out the ribbons—hold back on pouring about 10%to the end of the roll area. Pre-Mix FlexKrete Before Using: Even if you are using Clear FlexKrete,you must pre-mix the bucket. Broadcast Application: Catalyze FlexKrete,then pour out ribbons, then roll out the FlexKrete thickly and evenly without leaving uneven ridges or puddles. You should IMMEDIATELY Have Questions? Call Greg: (817)808-8970 1 of 2 FlexKretew Detailed Non-Skid Broadcast Application Instructions broadcast aggregate to refusal,onto the wet FlexKrete. It is a good idea to have(lie "thrower" start the broadcast on the first portions of the rolled areas as soon the "roller"gets ahead a few feet. When you broadcast the quartz, sand, or aluminum oxide,ensure to initially throw the sand up in the air so it lands flat upon the surface and does not create any ridges from the broadcasting. Two coats are recommended for extreme traffic or a richer color and the most durable finish. Finishing Remove Tape: If possible,remove the tape before FlexKrete completely sets up or the tape may be stuck to the pavement in spots. A utility knife or multi-tool comes in handy to remove stubborn tape. Broom Clean: When the FlexKrete is sufficiently set up,usually within 30 minutes to 1 hour, you should use a stiff broom and leaf blower,/shop vacuum to remove any and all loose aggregate. Apply FIexSealer 1000: When the exposed broadcast is completely free of loose particles,you will seal the new floor with FlexSealer1000. You may use an airless sprayer or a roller. If using a roller, use a %"to 5/8"knap. Pour out sinall puddles of FlexSealer onto the floor starting at one end of the area and lightly and slowly pull the FlexSealerl 000 puddles toward you. Do not overwork the material or you will create air bubbles. Do not leave the sealer on thick. If you want a high shine thick coating it is better to do 2 or 3 thin coats with sufficient drying time between them. Have Questions? Call Greg: (817)808-8970 2 of 2 UNTREATED FUMED SILICA CABOT creating what matters CAB-O-SIL® PTG CAB-0-SILO PTG untreated fumed silica Is a synthetic, Product Form amorphous,colloidal silicon dioxide that is generally regarded Povder as unique In industry because of its unusual particle clnaracteristics.CAB-0-SILI*fumed silica's extremely small particle size,its enormous surface area,its high purrity,and its r chain-forming tendencies set it apart in a class of its own. CAB-O-SIL®fumed silica is a light,fluffy powder that Is white In appearance and is used In many applications and a variety of industries. Typical Properties MT SurtM Asea 2M m4 pH(4%e4rteo A!r" 3.7-4.3 326 Malt ftddw(44 G.Q29ii am 9�!!DoW 00,041110 I,=onIt!!l r <1ft= Iasi rlllw4oi0am, <2wL% % d% i 22#0 ytjwj!!�! Wb ftetractNe Index 1.46 X-tpy Fcrm Anw0 w At>ea m sib >9U 09 Adsoqft -W#W-Qswao a d AvMp Patfide(Aggregate)mgr 0.2-0.3 microns •u I=a pKkaft. Cabot Corporation www.cabot-corp.com CAB-O-SIL® PTG UNTREATED FUMED SILICA CABOT Functions Applications creating what matters Rhedogy Control Adheshres&Sealants Reinforcement Coatings Free Flow Composites Suspension Cosmetics Adsarbant Foods Inks Pharmaceuticals Packaging Options MSDS GAB-O-SIL®fumed silicas are packaged in color-coded, A Material Safety Data Sheet for tills product may be multi-wall Kraft paper bags.Grade PTG Is packaged in North obtained by contacting the Cabot Gnrpoiation office In your America in 10-1b bags.The bags are unitized and sized to region or visiting our webske. provide product protection,facilitate efficient handling,and maximize payloads.Specific information regarding standard and custom packaging may be obtained by contacting a sales service representative at the Cabot Corporation office In your region. This information Is provided as a convenience and for informational purposes only.No guarantee or warranty as to this information,or any product to which it relates,Is given or Implied.This information may contain inaccuracies,errors or omissions and CABOT DISCLAIMS ALL WARRANTIES EXPRESS OR IMPLIED, INCLUDING MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE AS TO ni SUCH INFORMATION, a ANY PRODUCT OR(di)INTELLECTUAL PROPERTY INFRINGEMENT.In no event Is Cabot responsible for,and Cabot does not accept and hereby disclaims Debility for,any damages whatsoever in connection with the use of or reliance on this information or any product to which it relates. NORTH AMERICA EUROPE ASIA/PACIFIC SOUTH AMERICA MIDDLE EAST/AFRICA Cabot Corporation Cabot Cabot Specialty Chemicals Cabot Latin America Division Cabot Specialty Chemicals Business and Technical Center Interfeuvenlaan 151 Level 21 MNI Tower 2 Rua do Paralso, 148-50 andar Jebel An Free Zone 157 Concord Road B-3001 Leuven 11,Jalan Pinang CEP 04103-000,Selo Paulo LOB 15,Office 424 Billwica,MA 01821-7001 BELGIUM 50450 Kuala Lumpur SP BRAZIL Dubai USA Tel: +32 16 39 24 00 MALAYSIA Customer Service: UNITED ARAB EMIRATES Customer Service: Fax+32 16 39 24 44 Phone:+60 3 2164 8352 Phone:+55 11 2144 6400 Phone:+9714 8871 800 Phone: (800)526-7591 Fax +60 3 2161 0253 Fax +55 113253 0051 Fax +9714 8871 801 Technical Service: Cabot Specialty Chemicals Phone:+1(978)663-3455 Shiba Boat Bldg.5F Phone: (800)462-2313 3-1-15 Shiba,Minato-ku Fax +1(978)670-6167 Tokyo 105-0014 JAPAN Phone:+813 3457 7354 Fax +813 3457 7658 0 2006 Cabot Corporation-Ai riQ t resmW w*W Mdo.CAB-0-31L•Is a regifted Gadematk Cabot Cor=Uoe. POS-148 04106 FlexKrete Till r A r/h•r{/'/'1Wtet•/1vr/"9'ia, hip. FlexPrime 09-01-03 100000 PRODUCT DESCRIPTION: PHYSICAL DATA: F1exPr'ime is a two component, modified poly- Solids by volume 100% mer to be applied as a penetrating bond agent for concrete and steel. This primer promotes adhe- Recommended Spread Rate 200-300 sq ft./gal. sion to damp concrete, helps eliminate pinholes (Wet/Dry mil-3-8 mils) caused by outgassing, and may be used over tightly adhered rust to halt the advancement of Mix Ratio by Volume 1:1 ratio corrosion. Flash Point >200°F(93°C) SURFACE PREPARATION: Weight Per Gallon(mixed) 8.8 lbs Remove dust, dirt, oil, laitance, curing com- pounds, concrete sealer, etc, froin concrete or MVT(ASTM E 96-80,perms 0.032 masonry surfaces. Surfaces should be clean,dry, dense, and should be slightly roughened to ac- Pot Life 10-15 min@ 77°F.,60%RH quire anchor profile. Surface may be damp, but (Pot life will be reduced in mixing container with not saturated or ponded. On re-bar or steel sur- large quantities). faces, any loose rust should be removed by blast or mechanical means. Tack Free(to touch) 1-2 hours @ 77°17.,60%RH APPLICATION: Topcoat At tack Combine equal parts of Part A with Part B, using a power mixer, and mix for approximately two Cleanup AcetoIle minutes. Do not add new material to previously mixed parts, and do not mix more than can be Shelf Life 1 Year used within the pot life. GENERAL SAFETY&HEALTH DATA: Warning: Contact with skin or inhalation of vapors may cause an aller- Brush or roll material onto the surface, working gic reaction. Avoid eye contact with the liquid or spray mist. it into the substrate, leaving a smooth, thin coat- Eye Protection: Safety glasses, goggles,or a face shield are recom- ing,without ridges or puddles, mended. Skin Protection: Chemical resistant gloves are recommended. Cover as much of the exposed skin arca as possible with appropriate clothing. ORDERING INFORMATION• Respiratory Protection: Use a respirator approved for isocyanates and Shl in Wel horganic vapors. Consider the application acid environmental conccnim- pp g g t'. tions in deciding if additional protective measures are necessary. Wt.Per Gallon @ 77°F. 8.8 lbs. Ingestion: Do not take internally. It is believed that ingestion of poly- meric isocyanates would not be fatal to humans,but may cause inflam- mation of the mouth and stomach tissue. Packaging: Polymeric products manufactured from these chemicals may present a 2 gallon kits fire hazard if improperly used. Each user of such products should deter- 10 gallon kits mine whether there is potential hazard in each specific application and take the necessary precautions. FlerKreteTM TECHNOLOGIES, Plano,TX 75075-972/964-8707,fax-972/985-4515,email-sales@flexkrete.com Customer Change Order 1 ' C.O.#6 Date: 01/29/2018 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order#6 CPR Description Amount 2"Water L4eter Line Relocation at Lancaster Ave&Lamar St $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders $0.00 The Contract Value prior to this Change Order was $35,408,258.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,408,258.00 McCarthy Building Companies, Inc. City of Fort Worth BY: BY: �IV14Le Date:__A,Lt 1,! Date: Printed On: 2/8/2018 7:29:19 AM Page 1 of 1 Change Proposal Request f,pi I'J I I Date:02101/2018 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref#:10 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: 2"Water Meter Line Relocation at Lancaster Ave&Lamar St SCOPE: Relocated a City of Fort Worth Water Meter that encroached into the new Hemphill Street alignment. The Meter relocation was approved on a T&M basis by the City of Fort Worth. The Water Meter was not shown on the Contract Documents. REFERENCE: Please see the below email thread approving McCarthy Building Companies, Inc. to proceed with the water meter relocation. Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. 20:WC#2 EXCB&WALLS(S) $7,841.00 McCarthy Building Companies, Inc. 100: CONTRACTORS CNTGNCY(M) $392.00 McCarthy Building Companies, Inc. 63:A-ROW UTILITIES(X) ($8,233.00) Net Amount of This Proposed Change $0.00 Net Change in Calendar Days Due To This Proposed Change [) Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. City/of Fort Worth ccept /Accept _Doo Not Accept _Do Not AMW l l BY: I I)91.== BY:. A/ A02 Date:_41111 Date: Printed On: 2/1/2018 3:50:37 PM Page 1 of 1 Project: City of Fort Worth Hemphill Street Underpass Location: Fort Worth,Texas Date: February 1,2018 Hemphill Street Underpass GMP2-Change Order 6 Im GMP2 Line Work DESCRIPTION Unit Change Order Previous New Budget Package Quantity Measure Unit Price GMP2 Total Amount Change Orders Total 10 WC1 Subcontractor Work Category#1 Bridge&Track-McCarthy 1.00 LS $11,814,000 $11,814,000 ($65,471) $11,748,529 11 Allowance Potential Bridge&Track Contractor Downtime 100.00 Days $5,432 $543,200 $543,200 12 Contingency Painting of Exterior Railroad Bridge Beams 1.00 LS $27,560 $27,560 ($27,560) $0 20 WC2 Subcontractor Work Category#2 Excavation&Walls-McCarthy 1.00 LS $7,745,000 $7,745,000 $7,841 ($251,649) $7,501,192 21 Subcontractor Artwork Installation-McCarthy 1.00 LS $75,511 $75,511 $75,511 22 Allowance Additional Artwork Support for Sub/Artist changes 1.00 LS $15,102 $15,102 $15,102 23 Contingency Painting of Concrete and Block Walls with color for 1,00 LS $77,568 $77,568 g y consistenc and anti-graffiti coatings ($71,429) $6,139 24 Allowance Potential Walls and Excavation Contractor 50.00 Days $2,517 $125,850 $125,850 Downtime 30 WC3 6eatingensy Work Category#3 Electrical&Lighting 1.00 LS 1 $1,678,000 $1,678,000 $125,500 $1,803,500 40 WC4 Subcontractor Work Category#4 Landscaping-C.Green 1.00 LS $360,167 $360,167 $9,004 $369,171 Sca in ,LP 41 Contingency Landscaping of ROW/CMAR Yard 3.00 Ac $17,800 $53,400 $53,400 42 Allowance Owners Landscape Allowance 10% Bid $360,167 $36,017 $36,017 50 WC5 Subcontractor Work Category#5 Paving-McCarthy 1.00 LS $1,667,000 $1,667,000 $46,200 $1,713,200 51 Contingency Chesapeake Extended driveway and gate 1.00 LS $46,200 $46,200 ($46,200) $0 reconfiguration 60 CMAR General Conditions-30 Months 1.00 LS $4,023,374 $4,023,374 $4,023,374 61 Contingency Sandblasting&painting of the underside of the 1.00 LS $184,555 $184,555 ($113,713 $70,842 g y IH30 bridge for consistent coloration ) 62 Allowance Identify&Locate Existing&Abandoned Utilities 1.00 LS $150,000 $150,000 $150,000 63 Allowance Remove,relocate and/or demolish existing utilities 1.00 LS $1,750,000 $1,750,000 ($8,233) $1,741,767 within the right of way 64 Allowance Potential Project delays due to Railroad and/or 1.00 LS $750,000 $750,000 $750,000 Existing Utilities within the right of way 65 Allowance Owners Allowance 1.00 LS $867,727 $867,727 $867,727 Subtotal Cost of Work $31,990,231 $31,594,521 70 Performance&Payment Bonds 0.82% $264,271 $264,271 80 Pollution Insurance Wrap Policy 1.00 LS $41,646 $41,646 $41,646 80 Railroad Protective Insurance 0.35% $112,785 $112,785 80 Builders Risk Insurance 0.22% $72,535 $72,535 80 lGeneral Liability&Umbrella Insurance 0.841% $295,300 $295,300 Subtotal Cost of Work+CMAR GC+Insurance $32,776,768 $32,381,058 90 Construction Fee 3.50% $1,147,187 ($14,151) $1,133,036 Subtotal Cost of Work+CMAR GC+Insurance+ $33,923,955 $33,514,094 Construction Fee 100 Construction Contingency-Construction Contingency 5.00% $29,686,059 $1,484,303 $392 ($138,897) $1,345,798 has NOT been added for"Allowances"above 500 Subcontractor Credits $548,366 $548,366 Subtotal Cost of Work+CMAR GC+Insurance+ Construction Fee+CMAR&CFW Contingency $35,408,258 $0 $0 $35,408,258 1/812018 Page1 d1 2'31 PAI get the meter turned off.The meter will only have to be down for roughly 8 hours while North Texas ties Into the new location.Should you have any questions or concerns with the relocation efforts or funding,please don't hesitate to contact me. Please provide email confirmation that this is acceptable. Thank you, David Wallace, P.E. Project Manager McCarthy Building Companies, Inc 650 W.Vickery Blvd Fort Worth,TX 76104 Office:(817)806-0338 Cell:(214)412-8780 mccarthy.com LinkedIn I Twitter I FacebookI YouTube *** This electronic mail message, Including attachments, is Intended only for the person or entity to which It Is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** 2 /2 !!\ © - , ' ! E I \ § 2 ! ! � ! Ilo � ! ! \ ! -\- , e §���b■|| �;;�9 � � k----J-- y -\ � �■ae7be $ . : ! � §§■§m§� `\ @e�eas- \ § "§ �■ § -■ �|■\ %�! ■!/ � : § \ + � \ � # � ! k � 3 k Customer Change Order j C.O.#4 Date: 01/29/2018 Project Name: Hemphill Connector - Self Perform Architect's Project No: Excavation and Walls Project No: 002119.002 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector- Self Perform Excavation and Walls Change Order#4 CPR Description Amount 2"Water Meter Line Relocation at Lancaster Ave & Lamar St $7,841.00 The Original Contract Value was $7,820,511.00 Sum of changes by prior Change Orders $0.00 The Contract Value prior to this Change Order was $7,820,511.00 The Contract Value will be changed by this Change Order in the amount of $7,841.00 The new Contract Value including this Change Order will be $7,828,352.00 McCarthy Building Companies,Inc. McCarthy Building Company- Dallas BY: /6 BY: Date: 2- ( 8 8 Date: Printed On: 2/8/2018 7:29:35 AM Page 1 of 1 hange Proposal Request EZZ, fp i I'J Date:02/01/2018 Project Name:Hemphill Connector-Self Perform Excavation and Walls Architect's Project No.: Project No.002119.002 Cost Issue Ref#:12 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: 2"Water Meter Line Relocation at Lancaster Ave& Lamar St SCOPE: Relocated a City of Fort Worth Water Meter that encroached into the new Hemphill Street alignment. The Meter relocation was approved on a T&M basis by the City of Fort Worth. The Water Meter was not shown on the Contract Documents. REFERENCE: Please see the below email thread approving McCarthy Building Companies, Inc. to proceed with the water meter relocation. Pricing Details Company Name Description Amount North Texas Contracting STORM DRAINAGE(S) $6,777.00 McCarthy Building Companies, Inc. INITIAL MARKUP(F) $433.00 McCarthy Building Companies, Inc. WATER METER RELOCATION(E) $222.00 McCarthy Building Companies, Inc. WATER METER RELOCATION (M) $45.00 McCarthy Building Companies, Inc. WATER METER RELOCATION (L) $364.00 Net Amount of This Proposed Change $7,841.00 Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. McCarthy Building Company-Dallas 'Accept ✓Accept Do Not Accept _Do Not Accept BY: BY: AW— Date: 2- a 1$ Date: Printed On: 2/1/2018 3:28:42 PM Page 1 of 1 i WORK AUTHORIZATION FORM ❑ Extra Work—70000 ® Extra Work•80000 (] Extra Work-00000 ❑ Backcharge From McCarthy Work Authorization 2119.002 - ( 80000 j .ro r tkk ftm ate—' WORK AUTHORIZATION The undersigned authorizes 0 McCarthy or ❑ to perform the following work: McCarthy re-oompacted end graded the flex base at Pour#4 after North Texas ran their 2"water line.This work was oompleted prior to North Texas performing the Meter Box Relocation,therefore causing McCarthy to rodo work VW was already lnatalted. Charges for this work wilt be billed to the undersigned for payment on regular 30 day terms. McCarthy Building Companies, Inc By Date 0140-2018 yN•m• By. McCarthy Bldg. Companies, Inc P"Parks tp Work TIME & MATERIAL SHEET Protect Hemphill Street Connection Project lib. 00211 9•002 WC#2 Excavation &Walls Dai 01-10-2018 Charge To City_of' Fort WOrth Associated with: North Texas Contracting This Section to be corn leted daily as work isperformed) Date labor MateriallEqulpment E ae Craft Hours De uon Q enut DV 01-10-18 Jesus Aguiniga 25840 6 Skid Steer 1 NIA 01-10-18 J.Angel Guel 22211 5 Small Tools 2 NIA 01-10-18 Jose Gutierrez 28951 1 Hours&Quantities Verified By. Date cc: SuboonvaeW Pm1w Dkeow F" Work Authodiation Perm 010101R I Equipmenfflatch.. www.equipmentwatch com All prices shown in USS Rental Rate Blue Book® Ianuary26,2018 BobcatTll0 Compact Track Loaders She Class: 876-1250 IN r 5,202lbs. � d ConBgtlration for T110 OperatorProtecdon HOPS Power Mode Diesel NetHorsepower 42hp Oper.Cap.(35%ofTip Load) 11001bs Blue Book Rates •'FHWA Rate is equal to the monthly ownership cod divided by 176 plus the hourly estimated operating cost. Ownership Costs Ustimated0perating r-HWARate" Coats 111ontllly Meekly Daily Hourly Hourly Hourly YttbllshedRates $2,535.00 $710.00 $180.00 $27.00 $10M 5m Ad)ushnents Region(Texas:889%) ($28139) ($78.81) ($1998) ($3.00) Model Year ($2028) (55.88) ($IA4) ($022) (2015:99.1%) Ownership(100%) Operating(10091) Total: $2,283.33 $025.51 $158.58 $23.78 ti" lin Sal Non-Active Use Rates Hourly Standby Rate $6.09 Idling Rate $16.68 Rate Element Allocation Element Percentage Value Depredation(ownership) 34% $861901mo Overhaul(ownership) 52% $1,318201no CFC(ownership) 5% $126.75hno In&rect(ownersldp) 9% $228.151mo Fuel(operating)t*237 37% S3.991hr Revised Date:lst Half 2018 these are the most accurate rates for theselectesd Revision Date(s),However,due to more frequent online updates,these rates may not match Rental Rate Mue Book Print.Malt the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for RUSSELL SCHU12H(rschulzeEtmccarthy.com) AI I material herein 0 2003-2018 Penton All rights reserved. 'f&M TRACKING-ADDED WO K,`1J DATE I DAY: . PROJECTNAME: {4trA h;V Wil' GC NAME: ftl a Cakhy TOTAL HRS OF ADDED WORK: (01 NORTH TE S CONTRACTING ad I TION OF sR Ili n2'I ws DESCRIPTION OF WORK: LABOR BREAKDOWNS REGULAR OT HOURS HOURS CHARGED CHARGED SUPERINTENDENT( w TRUCK DRIVER( ) FOREMAN() _ OPERATOR(t/) a SKILLED LABORER(te) LABORER I UNSKILLED(✓)7j 3 EQUIPMENT BREAKDOWNS �$ v'PERSONAL I COMPANY TRUCK I VEHICLE�Q 8 HR �I HAULTRUCK HR LOW BOY TRAILER(HAUL TRUCK) HR TRUCK(TANDEM DUMP)(8 CY/LOAD) HR TRUCK(END DUMP)(16 CY/LOAD) HR _ V�OMATSU PC 308 EXCAVATOR HR LINKBELT 135 EXCAVATOR HR KOMATSU PC58 EXCAVATOR HR ,A MATSU WA250 RBBR TIRE LOADER 2YD HR 7 CASE 580 COMBO BACKHOE/LOADER HR CASE 621 LOADER HR CASE SKID STEER HR INGERSOLL RAND SD-45 COMPACTOR HR ._ V�ccOMPA R(3r TRENCH/WALK BEHIND) HR ROAD PLATE BEAM SHORING(PER EACH) HR i TRENCH BOX W/SPREADERS(PER EACH) HR LIGHT TOWER HR MANHOLE SHIELD HR CUT OFF SAW HR JUMPING JACK/RAMMER HR TRASH/ WATER PUMP HR MATERIALS UNIT QUANTITY aU AitA X11-8ur�-ie Silt (ft--kCy SUBCONTRACTORS UNIT QUANTITY GC NAME I SIGNATURE: ^� f u NORTH TEXAS CHANGE ORDER COST 'WW 114141 kq I RETO I I CHANGE DESCRIPTION: Relocated 2"water meter at the corner of Lancaster Ave and Lamar St(it9118) MAJOR QUANTITIES: TIME IMPACT 1I 2 3 4 5 TOTAL 0 LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL TY DESCRIPTION HOURS RATES HOURS RATES AMOUNT 0 PROJECT MANAGER 0.0 $ 68.14 0.0 102.21 $ 0 SAFETY/QC MANAGER/ENGINEER 0.0 $ 52.11 0.0 $ 78.17 1 SUPERINTENDENT 4.0 f 66.88 0.0 $ 100.32 $ 267.62 1 PIPE CREW FOREMAN 8.0 $ 44.21 0.0 $ 66.32 $ 353.68 1 TRACK HOE OPERATOR 8.0 $ 22.65 0.0 $ 33.98 $ 181.20 1 LOADER OPERATOR 8.0 21.35 0.0 $ 32.03 $ 170.80 2 SKILLED WORKER-PIPE 16.0 $ 19.85 0.0 $ 29.78 $ 317.60 3 LABORER-PIPE 24.0 14.75 0.0 $ 22.13 $ 354.00 0 CONCRETE CREW FORMAN 0.0 $ 44.21 0.0 $ 66.32 $ - 0 SKILLED WORKER-CONCRETE 0.0 ; 19.85 0.0 $ 29.78 $ 0 LABORER-CONCRETE 0.0 ; 14.75 0.0 $ 22.13 $ 0.0 1$ 0.0 1$ $ 9 LABOR SUBTOTAL14 1,644.80 EQUIPMENT SEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY STANDYBY TOTAL QTY IDESCRIPTION HOURS RATES HOURS RATES AMOUNT 1 FOREMAN/SUPT/PE TRUCK/VEHICLE 11.0 14.99 0.0 3.69 164.89 1 KOMATSU 308 EXCAVATOR 7.0 $ 113.36 0.0 $ 57.26 $ 793.52 1 KOMATSU WA-270 WHEEL LOADER 7.0 ; 51.50 0.0 $ 25.65 3 360.50 0 KOBELCO 260 EXCAVATOR 0.0 $ 103.58 0.0 $ 51.93 $ - 0 MOTOR GRADER 0.0 $ 96.92 0.0 $ 40.57 $ - 0 KOMATSU WA-320 WHEEL LOADER 0.0 48.25 0.0 $ 22.20 $ 0 RIDE-ON COMPACTOR 0.0 $ 33.10 0.0 $ • 12.55 $ 1 WALK BEHIND COMPACTOR 2.0 29.16 0.0 $ 18.81 $ 58.32 0 WATER TRUCK 0.0 ; 32.02 0.0 $ 11.97 $ - 0.0 $ 0.0 $ - $ - 0.0 0.0 $ $ - 4 EQUIPMENT SUBTOTAL $ .1,377.2F. MATERIALS I MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL DESCRIPTION MEASURE AMOUNT FERGUSON INVOICE 0917446 1 LS $ 1,966.01 $ 1,966.01 CUSHION SAND-LB TRANSPORTATION-INVOICE#19089 20 Cy $ 16.00 $ 320.00 0 S - 0 $ - $ $ $ - MATERIAL SUBTOTAL $ 2.28 6.01 SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE TOTAL DESCRIPTION MEASURE AMOUNT 0 $ $ 0 $ S 3 $ - SUBCONTRACT SUBTOTAL $ TOTALS&MARK UP SUMMARY QUANTITY UNIT OF MEASURE UNIT PRICE TOTAL AMOUNT BARE LABOR COST 1 LS $ 1,644.80 $ 1,644.80 LABOR BURDENS 320/6 PCT $ 1,644.80 f 526.34 LABOR MARKUP 15% PCT $ 2,171.14 $ 325.67 EQUIPMENT SUBTOTAL i LS T 1,377.23 $ 1,377.23 EQUIPMENT MARKUP 15% PCT $ 1,377.23 $ 206.58 MATERIALS SUBTOTAL 1 LS $ 2,286.01 $ 2,286.01 MATERIALS MARKUP 15°A PCT $ 2,286.01 S 342.90 SUBCONTRACTOR SUBTOTAL 1 LS $ $ - SUBCONTRACTOR MARKUP 5% PCT is $ - BONDING ADJUSTMENT 1 1% PCT IS 6,709.83 S 67.10 COST TOTAL $ 6,776.63 PGON2-T .,__._.__.__I—-_..---_.- EquipmentWatch.. www,e:pdpmennvatchcom All prices shown in US$ Rental Rate Blue Book® January20,2017 Miscellaneous 4X41/2191 CONV GAS On-Highway Ught Duty Trucks4{ Store(lass: x too-189 HP { 1 Wet bt: Mpg NIA A i' Ir N Conflpmdon for 4X41/2191 CONY GAS Power Mode Gasoline Horsepower 191 Cab Type Conventional Ton Rating 112 Axle Configuration 4X4 Blue Boole Rates ••FHWA Rate is equal to the monthlyownership cost divided by 176 plus the hourly estimated operaling cost. Ownership Costs Redwated0perating FHWA Rau'• Caala Monthly Weekly Daily Hourly Hourly Hourly Published Rates $710.00 $200.00 $50.00 $8.00 =1110 sum Adjustments Region(Texas:91.4%) ($61.06) ($1720) ($490) ($0.69) Model Year(2016:100%) - - - Ownersldp(100%) - - - Operating(100%) Total: $648.84 $182.80 $45.70 $7.91 $11401 $14.89 Rate Blemmt Allocation Element Percentage Value Depredation(ownership) 57% $404.701mo Overhaul(ownership) 28% $196.801mo CFC(ownership) 5% $35.501mo Indirect(ownership) 10% $71.001mo Fuel(operating)@ 2.34 75% $8.49/hr Revised Date:2nd Hal(2016 The equipment represented In this report has been excltuivelypreparedfor RANDYTOVAM(rtowles@nlexcon.com) C4' EquipmentWatch. www.equ(pmentwatchcom All prices shown in US$ Rental Rate Blue Book® October24,2017 Komatsu PC308USLC-3 Crawler Mounted Hydraulic Ewavators < Size Class: `- 83.1-40.0 Mrons Weight: ffia. cites br 1 Net Horsepower 187 lip Power Mode Diesel OperatinglVeight 32.7 mt y Bucket Capacity-Heaped 1.87 cuyd Blue Book Rates "FH4VA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs EstimatedOperating FH%VARato" costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $11,190.00 $3,135.00 $785.00 $120A0 ia.16 $119.68 Adjustments Region(rexas ($I,051.86) ($294.69) ($73.79) ($1128) DOT:90.6 w) rlodelYear ($60.83) ($17.04) ($4.27) ($0.65) (2015:99A%) Ownership(100%) - - Operating(10076) Total: $10,077.31 $2,823.27 $706.94 $108.07 JlM.It) =111.>ta ftte Mmmt Allocation Element Percentage Value Depredation(ownership) 36% $4,028.40lmo Overhaul(ownership) 49% $5,483.101mo CFC(ownership) 7% $78330hno Indirect(ownership) 8% $89520/mo Fuel(operating)@253 35% $19.87/hr Revised Date:2nd Half 2017 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for RANDY TOWLES(invoicesOntexeon.com) Eauipmentwatch. www.equipn:entwatdLcom All prices shown in US$ Rental Rate Blue Book® July 19,2017 Kotnatsu WA270-7 4-%%V Articulated Wheel Loaders Size Clan: 135-149 HP Weiglu: �. N/A 1�1 0 , Confipmdon&r WA270-7 Power Mode Diesel Blue Book Rates '•FHWARate is equal to the monthly ownershtp cost divided by 176 plus the hourly estimated operating cost. Ownership Costs EstimatedOperallng FHWARata'• Costs Monthly Weeldy Daily Hourly Hourly Hourly Published Rates $4,515.00 $1,285.00 $315.00 $47A0 $25.85 $81.60 Adjustments Region(100%) - - - - Model Year(2017:100%) - - - - OwnersNp(100%) - - Operating(100%) Total: $4,515.00 $1,265.00 $315.00 $47.00 $25.85 p1d0 Rate 1lat011ultA110callon Element Percentage value Depredation(mvnership) 41% $1.851.15/mo Overhaul(ownership) 39% $1,76085/mo CFC(mmersh1p) 8% $36120/mo Indirect(ownership) 12% S54180/mo Fuel(operating)02.53 47% $12.14/hr Revised Date:2nd Half 2017 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Hook Print.Visit the CostRecovery ProductGuide on our Help page for more Information. The equipment represented In this report has been exclusively prepared for RANDYTOWLES(rtowleWntexcon corn) * EquipmentWatch. www.equipmentwatch.com All prices shown In USS Rental Rate Blue Book® Iuty 18,2017 Wacker Neuson RT82-SC — Trench Compactor i Size Gass: 26-34 Inches VS Weight: 3,2471136. Configuration for RT82-SC Drum Width 321n Power Mode Diesel NetHorsepower 18 hp Number of Drums 4 Blue Book Rates '•PHWA Rate is equal to the monthly ownership costdivided by 176pius die hourlyestimated operating cost. Ownership Costs EstlmatedOperadng FHWARatM' Costs Monthly Weeldy Dally Hourly Hourly Hourly PuhlishedAates $3,310.00 S925A0 $230.00 $35.00 $1035 $28.16 Adjustments Region(100%) - Model Year(2017:100%) - - Ownership(100%) - - - Operating(100%) Total: $3,310.00 $925.00 $230.00 $35.00 $10.35 426,16 Rate l3lunentAlJoestim Element Percentage Value Depredation(ownership) 33% $1A9230/mo Overhaul(ownership) 55% $1,82050/nto CFC(ownership) 5% $165.50/mo Indirect(ownership) 7% $231.70/mo Fuel(operating)@ 253 18% $1.85/hr Revised Date:2nd Half 2017 These are die most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may notmatch Rental Rate Blue Rook Print.Visit dieCost Recovery Product Guide on our Help page for more Information. The equipmentrepresented in this report has been exclusively prepared for RANDY TOWLES(rtowlesf ntexconxon-] ������� ° Ufd TOTAL[S11L ' . ;9 CUSTOMER-T,' =PAGE;-? WATERWORKS 0917446 X2,128.21 2355 1 of 1 FERGUSON WATERWORKS#188 PLEASE REFER TO INVOICE NUMBER WHEN 2650 SOUTH PIPELINE RD MAKING PAYMENT AND REMIT TO. EULESS,TX 76040-6633 FERGUSON WATERWORKS#768 PO BOX 847411 Please contactwiIh Questions_817-257-3900 DALLAS,TX 76284-741t NORTH TEXAS CONTRACTING INC 4999 KELLER HASLE T RD NORTH TEXAS CONTRACTING INC KELLER,TX 76248 4999 KELLER HASLET RD KELLER,TX 76248 SHIP* SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSB. WHSE. '1241 1241 TX1241 '1774 MHD HEMPFIELD STREET .01/00ho 43080 RIS� SWP�� �IrA�rJ�idBE�t�t., QE4C�iiPT{OH ; ;ilHt,�FRIGt3 - AtAbtlNj . 60 e0 KSOFTK60 2X80 K SOFT COP TUBE 1762180 C 1057.31 40 40 KSOFTK4o 2X40 K SOFT COP TUBE 1762.160 C 70427 2 2 MFZNBGK 2 ZN MTR FLO BLT a GSKT SET ;3.990 EA. 6.711 2 2 UH1545OW LF2 FLR X FIP COUP 92.170 FA 184.34 1 1 GBRNKM LF2X3 BRS NIP GBL 12.710 EA '12.71 INVOICE SUB-TOTAL 11166A1 TAX BWO1241 16220 HIl/..IIIM.11.1 .......... ... •..11....HHHM.....H..H 11....fIH.HH/1/.H/..HH. LEAD LAWWA ING:IT IS ILLS TO PISTALL PRODI S THAT ARE NOT`LEAD FREE'IN ACCORDANCE wrrH US FEDERAL OR OTHFRAPPLIK ABLE LAWIN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION ODUCTS W TH'NP IN THE of SCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLI APPLICATIONS UYER IS SOLELY RE$F ONSISLU FOR PRODUCT SELECTION. Go Paperless- Upgrade to Email Delivery[ You'll rtcetve one eMall per day wllh all your Invalres attached as a POR Contad us with your wrlall address kxw. Call us at the number above to awltch to email'doltvery todayl' TERMS: NET 107H PROX ORIGINAL INVOICE 'SAV"TOTS VipU4,1-40: 52,12sst All past due amounts are subject to a service charge of 1.6%'per month,or the maximum allowed by law.If lowed If Buyer falls to pay w1thin terms,then in addltlon to other remedies, Buyer agrees to pay Seller alt costs of collection.Including reasonable attorney fees.Complete terms and conditions are avaltable upon request or at.http./twolseleyna.com/terms—condidonsSale.htmI and are incorporated by reference,Seller may convert checks to ACK 0 FERGUSON EMAIL PR008'OP DlELIVmw WATERWORKS Deliver rot FERGUSON ENTERPRISES, INC, From: AAA0649. FERGUSON WATERWORKS #788 Comments: 2650 SOUTH'PIPELINC RD EULfSS, TX 7604076633 Please Contact with Questions: 817-267-3900 Invoice Number cum tam" page 0917446 2355 Page,I of 1 Bold To: Ship Tot. NORT!( TEXAS CONTRACTING IK COUNTER PICK UP- 4"9 YELLER HASLET RD 1201.HARMON.RD KELLER, TX 76248 FORT WORTH,- TX 76177-0000 Ship sell Gbstoa+er• Inrolpe khss White Order Number Sales Parson Job Name Nate Batch '1241 -1241 1774 MND HEMPFI£LD STREET 01/08/2018 43060 Order' ROv Item Number neecrtptiort. (1X Qt 60 60 KSOFTK60 2X60 K SOFT COP TUBE C 40 40 KSOPIX40 2X40 X SOFT COP rues C 2 2 14"NSGK' 2 LK MTI! FLC BLT i GSKT SET NA .2 2 AW 5450NX I LF•2 FLR.X FIP COUP EA 1 2 GBRNK4' Lt d'X3 BIS NIPGSL EA AYllmyInlormallon: Doliv. Veliv Transaction ID Dalivety Lett At Dalivsry xxceptiona/Ysswe Date Tine 01/08/1019 11;30t59 0417446.1241 with Customer BUYER ACCEPTS SELLER'S TERMS AND CONDITIONS (TERMS) WHICH ARX'INCORPORATED SY REFERENCE AND CAN SC FOUHD EITHER. 3K%LOWIXQ THIS DOCUMENT OR CAN BB VIEWED ON THE WKS AT http://voiaaleyynna.Com/toras conditions8ale.htal SEE TERMS FOR INFORMATION ON RETURNS, 8=21%MY CONVERT.CHBCKB TO ELECTAM0 PAYABRTS. LEAD LAN WARNINGt .IT IS ILLEGAL TO INSTALL-PRODUCTS THAT ARE NOT "LEAD PREF" IN ACCORDANCE-KITH US FEDERAL OR, OTHER APPLICABLE'LAW IN POTAWA.NATER.SYSTEHS ANTICIPATED FOR HUMAN CONSUHPTION. PRODUCTS WITH 'NP IN THE DESCRIPTION ARE NOT LEAD PREP. AND CAN'ONLY'RE.XNSTALI,ED IN NON-POTAHLP. APPLICATTON9, BUYER•I3 SOLELY RESPONSIBLE FOR PRODUCT SELECTION, I received tha.items identified on this document at:lhs time and date stated. I have noted'sny Qiscrepancies by morkinp it accordingly. signatvn;. L Signed Nly: RANDY PETTY ` i � cl a) .31 1-k 9 [ < A' �l u tu n a. A h f J lc it k k:* 1-5 ' UD N ca M Z Z.rI o .3 1% O 1-- 0wraz o u o a Q _ _� # i v a 04 UL En -1 33 A tx U) U! HO > U A �� aOc a f t tae p V•, S2 g a G i to cc f En -- - I ✓'a izV. 10 ., da t i da x y � h n - m .R o o Z ccF- < a cr. K W )_ Z N C7crtV C3 0Sdi t {Nn� c '.0 J) Y t o �7 7G J 4` ti U La .1 ! 1 F w yt ••a ul ; J F- W J N Nt -J z3V r. ! 3 . a 1 3 m aLij cn [u La H O. a t. a n 17' G ti Y r rl fo O] 3 0 J (`d Z ZLi- IX w Q O _ i`-• L N X LA O W Ir _.1 0.l CO m t- M \ t-- -r to M oe `S W X L7D �` •� 7u 1- 4 t J 1- L►10 ie ci �r ug CS 211 CbM - ¢ 0 N SS C3 M fe- C3 ci cA it It II C'4 z cs C) Lij -.0 am 31 04 LL. a: C3 0 Pli A-1 1.-1--1 �3 k r)1 JJ Q. 1C.1 to or 0 di 1-f 1-4 0 cr Ce Lu e- 7: ...5 Q -X W AJ CIT IM Lj x X uj 0W. 61 _j N a 01 I-J C14 'q . 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O r 1"0 U41- CL i, q ( ti x r Fri 'Z Ix E J Ii S Q t-� n� l!J 3 CL EL N Y ` d ts to a) g U 5 <,: CJ1 to i-1 C3 Z t7 co n t - O � r t n, Pk _N O Ix u P, a Obi I- 40 y l L N V i i co U' �. a O V 1 S r r . O SL s C , - O r Ll. ( O • :a• l•i f a.� W C, f` o ' �. CL CA >: =5U! O Cx r.. 1v{ LEi yC � •, 3 � tQ h is o C! WttJ l mLU I A is co - _ � MW -lJ f. -t Z ri ` O - �/� rr f"' l 0 s,J r-• 1.- ! C W L4t - - L. ..gypp ui.Oo 4C ! — — -- - o) Lij a mi U. 5 ,0 d V W � to -I ti 6 til,O u r c rs: uJ o Is P-1 w q2 C s� f/? O1 t — a- to o 0 1 1 LB TRANSPORTATION, L.L.C. InVO��� P.O. BOX 1016 KELLER,TEXAS 76244 PHONE: (817) 337-6830 Date Involce# Ti�a�r L1t /4X FAX: (817).337-6825 1113/2019 •19084 Bill To Ship To NORTH TEXAS CONTRACTING - ' 1774-FT W H13MPHILL P.O.BOX 465 1 It.. `' " ` . l LA14CASTER do LAMAk KELLEP,TX 76244 f FORT WORTH: L JAN 17 2010 U TCM 76 D E7:........... ........... r.».....»......................................................._.......... ....t P.6.NUMBERS TERMS i RFhlrrTo. .» REP. Due Date U3 TRANSPORTATION OPBRATIONS,L.L.C. PO BOX 1016 1774 Net 34 1 2/1212018 r, KELM,TX 76244 _...»».,. .... ....... _.»........... DATE DESCRIPTION UNIT QUANTITY PRICE EACH AMOUNT 1113/2018 CUSHION SAND CY 20 16.00 320.00 TAXABLE MATERIAL; 8.25% 0.00 TERMS:This bill is due and payable at the office of LB Transportation Operations,LL C' in TexasTota $320.00 Kellerjwunt Cotmiy on or before die 301b day following the date or purchase.If not paid when due,interest charges will acture at the highest applicable rate provided by law. PaymontslCredita $0.00 Balance Due $320.60 I 1 ' r i - o � py 1 . S � 017--- C1 `•' � ��,:. , SH 00 Rm i d CO ul a v r- � ' zz� ' { ly a oza ` � . . E■a■ § � m -m� § , . . . § - \' � ' \\ «/z_--Q-- *--®-- ---- -®-- ®- (/. , //. . z/§ ) : .. ■ 2 � ;; � z-1w---W___»_._ ■ . , - _ \ | a \ - � � 2. 8■$ � , ■ ■ §§§§� w kco \ 388 Vim � n ■�� @� ■ ■, \! 0§■§§§■§'\ ■�, aa � !■\ .9a§2,. $■\ 5.0 }®- § «_-- \ � $ . � 22 2 \�� � } • : � 2| $ At � a� : ■� 4,�7 CFW Construction Allowance Request Approval CAAppr-04 Page 1 of 3 Routing Assigned To: Due Date: Assigned By: Due Time: Links 3 fortworthgov/Infrastructure Proiects/00141 - Hemphill St from Vickery Blvd to 13th - GMP2/Contractor/Change Orders/00141 - GMP 2 Construction Contingency Allowance Reguest #4 3-2-18.xlsx fortworthgov/Infrastructure Proiects/00141 - Hemphill St from Vickery Blvd to 13th - GMP2/Contractor/Change Orders/CO 5 -TxDOT Bridge Repairs, Painting of Structural Steel and Wall Painting.pdf fortworthgov/Infrastructure Proiects/00141 - Hemphill St from Vickery Blvd to 13th - GMP2/Contractor/Change Orders/CO 6 - 2in Water Meter Line Relocation at Lancaster Ave and Lamar St.pdf Attachments W F- No Attachments have been added to this form. httos://nroiectDoint.buzzsaw.com/ bz web/Forms/FormPrint.asnx?Site1d=51500&ProcessId=5367&ActiveFormld=23328&ResourceId=2025884&... 4/10/2018