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HomeMy WebLinkAboutContract 45717-A3AR3 j CFW Construction Allowance Request Approval CAAppr-03 Page 1 of Routing Assigned To: Due Date: Assigned By: Due Time: Links 2 fortworthgov/Infrastructure Projects/00141 - Hemphill St from Vickery Blvd to 13th - GMP2/Contractor/Change Orders/00141 - GMP 2 Construction Contingency Allowance Request #3 1-26-18.xlsx fortworthgov/Infrastructure Projects/00141 - Hemphill St from Vickery Blvd to 13th -GMP2/Contractor/Change Orders/2018.01.25- CO -4 Rail Reuse and Soil Classification Credit.pdf Attachments(0) No Attachments have been added to this form. c Pkv o�F�s�e P�� CGc/,qPM Yore 2pjpco c�sFc OFFICIAL RECORD O 2NCITY-SECRETARY � Ja FT.NORTH,TX CFW Construction Allowance Request Approval CAAppr-03 Page 2 of CITY SECRETM FORTWORTH City of Fort Worth C©,*�TftfoCTiUC. p Construction Allowance Request Approval (Construction Allowance Breakdown Available in Links) For Construction Allowance Submittal No.: 3 Construction Allowance Request Approval No.:;C_AAppr-03 — Date Started: 2018-01-26 -� Date Due: 2018-03-17 City Sec. No.: 45717-A3 Project Name:'Hemphill Street Connection GMP2 Project Numbers: 00141 DOE Numbers:'6120 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 y� Manager: = _v___---- -----_ _ - - -_ Contractor: McCarthy Building Companies, Inc. COST AND DAYS SUMMARY: Requested Department: Cost($) Fund Account Center: Days: TPW ,$ (548,366 39406 0200431 5740010 C00141 C(.0 _ Total Cost:j$ (548,366.01 Total Requested Days:'0 _M- -� Approval Status: �� OFFICIAL RECORD Q�-o)��o ' CITY SECRETARY FT.WORTH,TX � G� CFW Construction Allowance Request Approval CAAppr-03 Page 3 of Approved: Yes Comments: User: JoAnne Kamman Date: 2018-02-02 10:05 AM Approved: Yes .Comments: User: Kim Arnold Date: 2018-04-03 11:31 AM Approved: Yes Comments: User. Doug Wiersig Date: 2018-04-08 9:31 PM Approved: Yes 'Comments: FART User: Doug Black �0A ,...••• Date: 2018-04-09 4:06 PM •. Approved: Yes A ,►. Comments: User: Susan Alanis Date: 2018-04-09 7:05 PM &r4s Action Required: MocQ _ .. C._ OFFICIAL RECORD CITY SECRETARY FT-FORTH, TX 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# 3 Date: 1/25/201 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 nate $ 28,732,814AB $ 28,732,814.18 912 Amount of Proposed Contingency $ 548,366.00 $ 548,366.00 0 Amount of Proposed Allowance $ - $ - 0 Revised Base Bid Amount $ 28,732,814.18 $ 28,732,814.18 912 Original Funds Available for Contingencies $ 3,666,568.00 $ 3,666,568.00 Remaining funds Available for Contingencies $ 2,351,836.82 $ 2,351,836.82 Original Funds Available for Allowances $ 4,473,607.00 $ 4,473,607.00 Remaining Funds Available for Allowances $ 4,323,607.00 $ 4,323,607.00 Additional Funding(if necessary) Total Contract Value $ 35,408,258.00 $ 35,408,258.00 JUSTIFICATION(REASONS)FOR CONTINGENCY and ALLOWANCE uthorize Contingency Credits to: WC#1-Bridge&Track,Line Item 10,in the amount of$93,031.00 for the re-use of shoo-fly rail as permanent track and disposal of non- contaminated soil from bridge shafts; WC#2-Excavation and Walls,Line Item 20,in the amount of$436,791.00 for the disposal of non-contaminated soil from IH-30 to Vickery Boulevard;and CMAR Construction Fee,Line Item 90 in the amount of$18,544.00; for a total amount of$548,366.00.This contingency will remain in the project under new Line 500,Subcontractor Credits,for future authorization by the City. FIDS: 39406 02004315740010 C00141 CO2380 2017 $ 8,959,455.00 30106 02004315740010 C00141 002380 2017 $ 26,448,803.00 Total= $ 35,408,258.00 Contract Compliance Manager: By signing I aclmowledge that I am the person responsible for the monitoring and administration of this contract,including ensuring all performance and reporting requirements. Michael Weiss,P.E. Senior Professional Engineer Customer Change.,Order kffA U 'C..'O.,#4 Date-m-.01/22/2018 Project Name; bin.pfi It G_onnectol' Arcfiitec"t`s Project.No: Project:]fro;00219'_000. To Contractor:McC'arfhy wilding .Companies; The Coptra01[s hereby:rev sed by'the:following items: HempFill Oontector Change Order:#4 .CPR Dego-elpt bri Ama%unt: -S.ubcontr-actor Credits for Rail Reuse and Change in Soil.0assification The Or ;$_35;408;258.00 S1m°bf cYjanges by prior Change Orders _ The Contraet Value prior to this Change Order was $35,408;258.00 :. _ The Contract VaNe will be changed by this.Change Order ini the;atnourtt oaf :$t)�00 The new Contract Value in�luding this Change,Order will be $35,408;25$00 MOGartF yB;uiWWWCOahlo lnc: City offq!f worth Date:_ 1 s5lf iS Clate . 7 lQ K Printed On' -1/24/2Q185'27¢00:PM Pagel of:1 Change Proposal Request 1 Date: 1/24/2018 Project Name:Heiriphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref#:9 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 m_ bnthlyfor the cost of this work as completed,whether or not the'Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Subcontractor Credits for Rail Reuse-and Change in Soil Classification SCOPE: 'Per conversation with UPRR and McCarthy the team agreed. to reuse the shoofly rail for'the permanent alignment. The agreement was approved by UPRR and Trac-Work provided the appropriate credit for the materials. Secondly, during McCarthy's bidding process, McCarthy Bid all soil waste as class 1 hazardous material.The test results of the excavated material was classified as class 3 soil.The difference in bid unit prices is being offered as a credit back to the Owner. REFERENCE: Pricing Detalls Company Name Description Amount McCarthy Building Companies, Inc. WC#i:1 BRIDGE&TRACK ($93,0.31.00) McCarthy Building Companies, Inc. WC#2 EXC&WALLS ($436,791.00) McCarthy Building Companies, Inc. WC 1_SUBCONTRACTOR CREDIT $9.6,287:00 McCarthy Building Companies; Inc. WC.2 SUBCONTRACTOR CREDIT $452;079:00 McCarthy Building Companies, Inc. INITIAL MARKUP ($18,544:00) Net Amount of This Proposed Change $0.00 Net Change in Calendar Days Due To This Proposed Change U Schedule impact to be evaluated at.a later date McCarthy Building Companies, Inc. City of Fort.Worth Accept ZAcdept _Doo Not-A,ccept Q Do Not Accept Date: Z S't8 Date: D- 1 _f,) Projacl: CftyofFor1WorthHemphfl7SlraafUntlsrpssr tocerfon: FortWorth,.Taras brie; 4anuary'-23 2018 HemphN Street Underpass GMP2-Change Order 05 GMP2 Line Work DESCRIPTION Unit Chan a Order Previous New Budget Pacitage Quariti[y Measure Unit Price GMP2 Total Amount Chan a Orders Total 10 WC1 aAlidytadrA WorkCategoryfilBridge&Track-MCCadby 1.00.. LS $111,814,000- $11,814,000 .($93.031)1 $27,660 S11,748,529 11 Polerital Bridge&Trach Contractorpovintime 100.00 Days $5,432 $543;20012 Painting of Exterior Railroad Bridge Beams 1.00 LS 527560 $27,560 ($27,560)20 W02 WorkCategory112Excavation&Walls-McCarthy1.00' LS $7,745,000 $7,745,000 ($436,791) $7,3.08,209 21 Ar sork Instaliation-McCarthy. 1.00 LS $75,511 575,511. $75,611 22 Alloivah a AdditionalArhtibikSup-portIbiSublArlislcharrges 1.00 LS. Sf6j02 $15,162 $15,102 Paint rig of Concreleend Block Walls with color far 23 Contingency coosi3len anti anti raffit coati s. j.66 LS $77,568 $77,568 $77,568 Poterigal.Walis arid Excavation Contractor ys $2,517 $125,850 $125,850 24 Aliovrance, Doaintime 50.00 De 30 WC3 Esatirgensy WorkCategoryll3EldcUlcal&Lighling 1.00 13 $1,678,660 $1;678,000. $125,500 $1,803,500 40 wCd SubconVactor 3coarlCang,LPoryil4Landscaping.-C,Green 1,OQ LS $990,187 $3fi0,167 $9,604 S369t17i 41 ConOngency- Laodsca ng of ROW ICMAR Yard 3.00 Ac $17,800 _$53,400. $53;400 42 Allowance, owners LandscaoaAlio%vgmw' 10% Bid $360,167 $36,017 $36;0'17 50 WC5 Subcontractor Work Category 115 Paving-McCaithy 1.00 1S $1,667,000 $1,687,600. $46,200 $1,713,200 Chesapeake Extended ddyaway and pate 51 Contingency reconfiguration 1.00 LS $46,200 $46,200 ($46,200) SU 60 CMAR General Conditions_-90 Months 1.00 LS $4,023,374 $4,023,374 54;023,374 Saiidblasling&paIntirig of Ilia underside of the 61 Contingency Ik30brfdgefor constsiaat,cdloration 1.00 LS $184,555 5184,555- , $184,555 6.2. AIIdWanca, Identify.&L6cate`Extsling&Abandoned 1101111w 1.00 LS 5156,O1M $150,000 6150,000 Remove,relocate audlor demolish wdstng utilities 63 At[ovnnce 1.00 LS $1,750;000 11,750,000 $1,750,000 w16iln the ri hlof ova P,otentieI Pro)ecl delays due to Railroad and/or 89 Allowance 1.00 1'S *750,000 S7ti01000 5750,000 Exist Utiltes ivithln the ri ht orwa 65 )Ulowance OvmersAllowance 1.6,0 .LS $1167,727 $887.727 $867,727 Subtotal Cost of Work 431,990,231 $31,694,913 70 Performance&Payment Bonds 0,82% $264,271 $264,271 80 Pollutori Insurah6vvi4p Policy 1.06 LS $41,646 $41,640, $41,646 80 Railroad Prolective Inaurarlce 0.35•A $112,785 $112,786 86 Buliders Risk Insurance 6.22°A $72,535 $72,535 86 Ganetai Liability&Umbrella-.insurance 0.841% 5295,300 $265,300 Subtotal Cost of Work+.CHAR ec+insurance .$32,776,768 $32,361,460 00 ConsWction Fee 3.60%s $1,147,187 ($18,644) $4,393 $1,133,036 Subtolal Cost of Work+CMAR GC+Insurance+ Cbnstructlon Eee $33,923,955 $33;514,486 100 Codstruclldn Cohliigency-Construction ConOrigericy 5.Q¢Ya $29,686,059 51;484,303 ($138,897) $1,345,406 has NOT�been added for Aliowancee above 500 Subcontractor'Credits $548,366 $548,366 SuWotalCp¢tofWork+CMAR6C+insurance+ 535,40$258 $O $0 ;35,408,256 Construction Fee+CMAR CFW Contingency Customer Change Order C.O.# 1 Date: 12118/2017 Project Name: Henriphill Connector Self Perform Bridge Architedt's Project No: and Track Project NO: 002119.,001 To Contractor. McCarthy Building ilding Gornpanies, Inc. The Contract is hereby revised by the following items: Hemphill Connector-Self Perform Bridge and Track Change Order# I CPR Description Amount Reusebf'the Shoofly Rail for the Mainline Alignment ($91,595.00) Soil Classification Crodit-42"Drill Shafts ($1,436.00) The Original Contract Value Was $11,814,000-00 Slum of changes by prior Change Orders $0.06 The ContractVdluie pri&16 this Change Order was -$11,814,000..00 The Contract Value will be changed by this Change Order in the amount of ($93,031.00) The new Contract Value including this Change Order will be -$11,720,969.00 McCair.ft'Building Companies, Inc. McCarihy Building Company Dallas BY:. L BY: Date: I Z.T.111 Date: 8 prinied On: 1/18/20.1 3:03:37 PM Page.1 of'i Change Proposal Request 1 Date: 1118/2018 Project Name:Hetrtphlll Connector-Self Perform Bridge and Track Architect's Project No.: Project No.002119.001 Cost Issue Ref#1:10 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 aiithprization to proceed with the work described herein. Due to schedule impact, this work maybe 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; Reuse of the Shoofly Rail for the Mainline Alignment SCOPE: Per conversation with UPRR and McCarthy the team agreed to reuse the shoofly rail for the permanent .alignment. The agreement was approved by UPRR and Trac-Work provided the appropriate credit for the materials. REFERENCE: Pricing Details Company Narrie Descriution Amount Trac Work Inc Reuse of Shoofly Rail for the Mainline Alignment ($91;595:00) Net Amount of This Prpposed Change ($91,595:00) Net Change in Calendar Days Due To This Proposed Change q 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: -�_��X BY: Date: i ie Date: - " Daati 1 r►f 1 �® ! . , . . . . . , . . . . . . !" ■ � ■ a �- a § „ . � ° 22 ■! . k " } �■" oo§�¢m! ■ I" �&■§(§» @g��§E§« • ■\ § ` Ll` ! � / - � _ V \k T R A C-WORK, t N C. Ft.%vorlh 34 Bid#: ftw- TWI Pane orSub: PRIME Date: Bonded(YIN) N Job#: Contract Date: 11/15117 Taxable(YIN) Y Contact Name: Est.Completion Dale: CerbYed PR(YIN) N Phone M Retanllon: Prowl• FAX M Cost+/contract: Loc(CRY/Staley Sheet#or# ContractAmount• CuslomerName: Units: Address: 38:0ounlylPadsh: MSC.ONVelc 39:Job Class: Q-Cc- ddb• Qkhtewe [bthtr CATEGORY#1 Subcontractor ATEGORY#4DirectOH Days CoMay Cast vretds -36 180 (6,480.00)Supervislon 5.00 15.00 75.00 5.00 0.00 0.00 parators 0.00 0.00 0.00 Fuel:Truck 5.00 120.00 600.00 Total#1 6,480.00) AlrCompressor 0.00 35.00 0.00 CATEGORY#2Equipment Days CostfDay Cost Baddroe 6.00 55.00 275.00 Truck vi fools 5.00 100.00 1100.00 amper900 0.00 100.00 0.00 Air Compressor 0.00 75.00 0.00 Haul Truck 0.00 0.00 0.00 Backhoe 5.00 250.00 1,250.00 Temper6700 0.00 200.00 0.00 Hand Tampers 0.00 50.00 0.00 Regulator 0.00 100.00 0.00 CmneTruck 0.00 75.00 0.00 upLPic-up 5.00 75.00 376,00 Tamper 0.00 175.00 0.00 Haul Truck 0.00 100.00 0.00 Regulator 0.00 250.00 0.00 779 Crane 0.00 0.00 0.00 6700 Tamper 0.00 900.00 0.00 Tle Inserter 0.00 0.00 0.00 TradmM 0.00 0.00 0.00 Spice Puller 0,00 0.00 0.00 Tie Crane 0.00 0.00 0.00 Dump Truck 0.00 0.00 0.00 Tle Inserter 0.00 0.00 0.00 Front End Loader 0.00 0.00 0.00 Spike Puller 0.00 0.00 0.00 racklroe 0.00 0,00 0.00 Dump Truck 0.00 150.00 0.00 ke 5.00 15.00 75.00 Front End loader 0.00 395.00 0.00 Total#4 1.400.00 Haul Truck 0.00 65.00 0.00 ATEGORY#6Labor Burden SupL Truck 5.00 85.00 425.00 olal#5 5,700.00 45.64% 2,595.78 I r al I or 0.00 2600 0.00 Total#6 2695.79 saw bl ades MOO 35.00 350.00 EGORY 97 Sales Tex,Bonding 8,insurance I rack hl t a 0.00 75.00 0.00 SpecialAdd ins Freight anEgrdpawt 1.00 500.00 500.00 Bonding 0.00 TexasState Tax 0.00% 8,148.90 0.00 Total#2 3,025.00 MYTax 0.00% 81148.90 0100 CATEGORY#3 Materials Local Tax 0.00% 8,148.90 0.00 Cornp Bars 0.00 2.00 0.00 DistdctTax 0.001A 8,148.90 0.00 Rall 64.98 (MOO) (53,933.00)TOTALTAX 0.00°6, 8,148.90 0.00 credit from progress 71,34 (830.00) (59,211.00) Recap or Bld Est.Cost % Profit restock 1.00 10,900.00 f0,90O.00 1.Subcontract (61480.00) 0.00% 0.00 Lock Washers 0,00 0.60 0.00 2.Equipment 3,025.00 1500% 453.76 Was 0.00 45.00 0.00 3.Material (99,744.00) 0.00% 0100 Tie Plates 0.00 8.00 0.00 14.01fectOli 1,400.00 15.00% 21000 Spikes 0.00 73.00 0.00 5.Labor 5,700.00 115.00% 855.00 Anchors 0.00 0.00 0.00 6.Labor Burden 2,695.78 15.00% 389.37 Gauge Rods 0.00 0.00 0.00 Total., 93,503.22 1,908.12 Tumout# 0.00 0.00 0.00 GrossCostA+B (91,595.10) Svdlch Ties 0.00 5,000.00 0.00 0.00%Overread&Profit 0.00 Ballast 0.00 19.00 0.00 (91,595.10) Sub-Ballast 0.00 0.00 0.00 Bonding 0.00 Fabalc 0.00 0.00 0.00 Spectal Add Ins 0.00 Tie Plugs 0.00 35.00 0.00 Taxes 0.00 Asphalt 0.00 0.00 0.00 TotalOld 91595.10 Freight onklatedal 5.00 500.00 2,600.00 Profit 1,908.12 = (0.02) Subtotal#3 99,744.00 ProflOH perday 1,908.12 5 381.62 Sales Tax: 0.001,. 0.00 t Per I'Ma (91,695.10) 0 #DIVIOI Total fM 99,744.00 CATEGORY#5 Work Task Description Work Force Days Hours ® Amount Superintendent 1 5.00 8 25.00 1.000.00 Foreman 1 5.00 10 18.00 900.00 Laborers 5 6.00 10 MOO 3,000.00 Operators 1 5.00 10 16.00 800.00 Odvar 1 0.00 110 18.00 0.00 TOWN 9 20 EWA TaTAL JOB BIDRECAP: , CATEiGORY 1 Subcontractor (6,480.00) CATEGORY2 Equipment 3,025.00 TOTALMATERIAL (99,744.00) CATEGORY3 Material (99,744.00) TOTAL L&E 8,148.90 CATEGORY4 Direct Overhead 1,400.00 CATEGORYS Labor 5,700.00 CATEGORY6 Labor Burden 2,695.78 CATEGORY 7 Sales TaxlBondingMs 0.00 Profit 1,908.12 Change Proposal Requegt 1 Date: 1/18/2018 Project Name:He Connector-Self Perform Bridge and Track Architect's Project No.: Project No.002119.001 Cost Issue Ref tt: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: Soil Classification Credit_42"Drill Shafts SCOPE: During McCarthy's bidding process, McCarthy Bid all soil waste as class 1 hazardous material: The test results of the excavated ma'terial was classified as class 3-soil. The difference in bid unit prices is being offered as a credit back to the Owner. REFERENCE: Pricing Details Corriaanv Name Description - Amount McCarthy Building Companies, Inc. HAUL:TO WASTE–(M) ($9;436.00) Net Arnount,of This Proposed Change 414436,00) Net Change in Calendar Days Due To This ProposeO Change fl Schedule impact to be evaluated.at.a later data McCarthy Building.Companies; Inc: McCarthy Building Company=Dallas Accept _Accept — Do Not/Acce`pt _Do Not Accept BY:7�f� BY. Date: Z s/ f 8 Date: t. �� &" 07 k� , 2® / ,! §! |2§§ � ---- -- � � � \ vt !- \�B§�k� T ��f7��K ! _ § \)k� 7 00 ■\ § & � � ; ■ . : � k - . - � \ - #] ! C1NIT PIt)(CES'WC#1:TRACK A ND B$iUCE The Proposer fvtther agrees that the,project is to be paid as a lamp stem for the work shown in the contract documents and that if the quantities of work shall change at the discretion of the owner, the Base Proposal will be adjusted by an amount equal to the net difference of quantities multiplied by the below listed Unit Prices. The Unit Prices shall be based upon the specified materials and methods of installation. The Unit Prices shall include the necessary labor,equipment;materials,supervision, overhead,bond,profit and other general expenses to fabricate and install in place unless noted otherwise in the unit price description. There slzall be no more than 25%difference between Add and Deduct amounts of the same Unit Price based upon the lower amount: Bid Item I Desch t3mf Unit S/Unit ADI S/Unit][Deduct I, Site Clearin ACRE ��•• ] �� Z, Bx locator Excavation of Bxisting Utilities F,,& 'P Z `. A 3. Remove Existing Track TF . Z�� `� ,7 4. Remove Signal Box EA MIA S. Remove Concrete RipRap CYZ' !�^ 6• Rdmove Chain Link Fence LF to– 7. RemovePavement SF 37 7ja ` 8. Remove Existing Retaining Wall LFA ' 21 9. Install&Remove Tom orar Shorin SF S 2, 10. Temporaty Rail Crossing EA 155 $ 74t6- 11. Unclassified Excavation and Haul off CX 10, �] 12. TCEtI Class i Waste Excavation and Haul off_ Cy � 1p125 � �! 13. TCEQ Class 2 Waste Excavation and Haul off Cy � foo^ 4$ ` 14. TCEU Class 3 Waste Excavation and Haul off Cy `3'7•�b � ' ���,C7� n 15. Embankment Cy 16. Subballast Cy 17. Ballast Cy 18, Halrl-OffBallast Cy � )1 S`� g),Z,r 19, Rail Installation T.0 Z i I;- 20. r20. Concrete Ties EIS. Y75– 140 21. Wood TiesEA }o ?'a 22. 60"Drill Shaft _ LF 4I'vel 23. 42"Drill Shaft LF 24. 36"Drill Shaft LFj 25, 30"Drill Shaft LF 26, 24"Drill Shaft LF 5-b 27. Type 1 Foundation for Li bt Pole LF 2r- 090508R 0905088 Customer Change Order 1 ! C.O.# 1 Date: 01/18/2018 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 Perforin Excavation and Walls Change Order# 1 CPR Description Amount Soil Classifigation Credit-South Side Excavation and Clear&Grub ($438,791.00) . The Original.Contract.Value was $7,820;511.00 Sum of changes by prior Mango 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 ($436,791.00) The new Contract Value including this Change Order will be $7,3832720.00 McCarthy Building Companies, Inc. McCarthy 13U.1Idirig.Company- Dallas Date: f 11-15 118 Datei Printed On: 1/24/20187:20:11 AM Page 1 of 1 Change Proposal Request Date: 1/18/2018 Project Name:Hemphill Connector-Self Perform Excavation and Walls Architect's Project No.: Project No.002119.002 Cost Issue Ref N: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: Soll Classification Credit-South Side Excavation and.Clear&Grub SCOPE: During McCarthy's bidding process, McCarthy Bid all soil waste as class 1 hazardous material.The test results of the excavated material was classified as class 3 soil.The difference in bid unit prices is being credited back to the Owner. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. HAUL TO WASTE--(M) ($436;791.00) Net Amount ofThis Proposed Change ($436,791.00) Net Change in Calendar Days Due To`this Proposed Change [] Schedule impact.to be evaluated at a later date McCarthy Building Companies;Inc, M.c;Carthy'Building Company- Dallas ✓Accept _Accept Do Not Ac'cnept ) Q _Do Not Accept BY, LBYi Date:41 Z!c t 9 Date: e e w e m ry v t M N N N N N N N N N N N N N N M O LL « Q y W 0 U y N N N . . N N w a 2 �°- la — � �w U O N N N N N N N N N N w N N N w C n c c 0 0 ne Z w a � w a N N a w J n y N—N N N N N N N M U gm�t-cc rtu � XXXXQ G w Uw m F o e LL 8 a 0 0 0 0 O� � 0 o Cv o� U fQ p N y — a o N N o „ E h a a ~ a v w e 3 a u W m u N c m 0 « NNNN NN y o .-r O G 9 U O N Tr x Z%w 0000 w 00 T o N N N N O N N w x O OOO fL 00 V! ;RR a Dc0 CS w 0000'4 g o�l �m e..rw W� e o�mo g c� Fu LL O U U U U M O IND O b C N V _ C U m o D v 13 m a L � C 6 U O U o = o u a c a Ian v2 1°b C7 U t $ m N V U N N U .. E N Addendum No.2 Issued 4/25/2017 UNIT PRICES We#2:I;XCA'VATION AND MALLS The proposer further agrees that the project is to be,paid as a lump sutra for the worl-shown in the contract documents and that if the quantities of work sliall change at the discretion ofthe owner,the Base Proposal will be.adjusted by an amount equal to the net difference of quantities multiplied by the below listed Unit Prices, The Unit Prices shall be based upon the specified materials and methods of installation. The Unit Prices shall include the necessary labor,equipment,materials,supervision,overhead,bond,profit and other general expenses to fabricate and install in place unless noted otherwise in the unit price description. There shall be no more than 25%difference between Add and Deduct amounts of the same Unit Puce based upon the lower amount. Aid Item Description Unit $/Unit ADD $1 Unit Deduct 1. Site Clearing ACRE f- =:%. Me) 2. Exploratory Excavation of Existing Utilities EA 4 10i D r 1`( Q 3. Pipe Plug EA 177 r ! d. 1 Removal of Pipe LF 32 � 3a Removal of Inlets And/or Manholes 5. BA � (S�! 6. Remove Sidewalk SF `� 2.5� 2- ' 7. Remove Cltain Link Fence LF &SS Remove Concrete Foundation LF �-7 )� $. / 9. Remove Concrete Pavement SY !2� 10. Remove Asphalt pavement SY -��,�, e4!;. 11. Remove Tree EA 5 •4 m.7 12. Remove Existing Retaining Wall LF ' tJ 13. Remove BricIc Pavers and Salvage SY 14. Install Brick Pavers SY 15. Sawcut Pavement;Dull Depth, LF 16. Excavation of Rock Cy 17. Unclassified Excavation and Haul off CYGxS 18. TCEQ Class 1 Waste Excavation and Haul ofi' Cy e 1�� 19. TCBQ Class 2 Waste Excavation and Haul off Cy 20. TC13Q Class 3 Waste Excavation and Haul oft' Cy 21. Embankment CY Z2. Controlled Low Strength Material-(Flowable Cy 25ar zae; Fill) 23. Select Backfill(Type BS) Cy 24. Rock Nall Anchors BA -MZ� (033 "�Addendum No.2 Material