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Home My WebLink AboutContract 44743-CO51 4 TEXAS DEPARTMENT OF TRANSPORTATION o CITY CHANGE ORDER NUMBER: 51 oo Third Party Funding Notification Sheet CITY SECRETARY CONTRACT NO. 44743-CA5 I This form is used when the subject change order involves funding by a source other than TxDOT/U.S.DOT,and involves t it parties who are providing funding under an Advance Funding Agreement or Donation Agreement. 1. Outside funding provided by: CCSJ: 0902-48-539 City of Fort Worth (Outside Entity's Legal Name) Project: BR 2006(132) 2.Type of outside funding agreement for this change: Highway: CS R] Existing ❑ Amended ❑ New County: Tarrant [Check one] District: 02-Fort Worth 3. Indicate the type and amount of funding: Contract Fixed Price(Lump Sum) (Estimated Amount ) Number: 08133013 Q Actual Cost (a) Contract Items(Bid Items): $174,464.96 Use as needed: I hereby acknowledge notification of the modifications (b) E&C*: (a)x = $0.00 covered by this Change Order. (c) Indirect Cost**: (a+ b)x = $0.00 enter% Date 12/7/18 TOTAL $174,464.96 — By Mnn C OF FORT WORT PPRO AL REC I NDED: Typed/Printed Name Susan Alanis Typed/Printed Title Assistant City Manager Stev ooke . . Interi Director,Transportation/Public Works Department *The percentage(%)for E&C(Engineering and Contingencies)charges varies from project to project depending on the contract amount of the project.Projects with higher contract amount will have the lower rate of E&C charge. For a specific project,E&C rate(%)can be derived from the cost of"Engineering and Contingencies"in the"Estimated Cost"of the project. **Use the statewide district rate as established by Finance Division each year. This line 3(c)is for Service Project only, /t m unless otherwise specified in the Advance Funding Agreement. See Stand Alone Manual Notice 98-2 for instructions. I Funding for this Change Order has been arranged: TxDOT Representative Date Typed/Printed Name: T Form 2146-AFA(Rev.09/2010)Page 1 of 1 Contract Compliance Manager: �y Q By signing I acknowledge that I am the person response q APPROV D AS TO FORM AND LEGALITY for the monitoring and administration of this contract,tu`�tng N A Mil. C- U f qlD ensuring all performance and reporting requtreme3 i'., o llr 7D '� f �'s ion..: +,,� •mss. s m DouglajalW-Scan Assista c� N ichael Weiss,P.E.111 / .......... ,- Sr.Professional Engineer Title � E a cD J M U 0 o � � Q U ¢ CY a1 N co U c9 co _N d U C L N Z! 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Inefficiency Equipment and Labor Costs Summary II. Tabulated breakdowns of Equipment Inefficiency III. Contractor's Revenue Report for Equipment used IV. Equipment Watch Blue Book Rates V. Proposal Wage Rate Zones VI. Contractor's Payrolls for Claim Period VII. Correspondence VIII. Work Impact Zones — Exhibit IX. Time Impact Analysis X. TxDOT Verification of Cost Breakdowns XI. TxDOT TIA XII. DWR Compiled Summary XIII. DWR SM Summary Report HAYDON October 13, 2016 Texas Department of Transportation 2501 W. Euless Blvd Euless, TX 76040 Attn: Mr. Minh Tran, PE SENT VIA E-MAIL RE: Delay Claim#03— Delay In Issuance Of Traffic Control Plan Modification Texas Department of Transportation ("TxDOT") Tarrant County Precinct Line at Walker Branch (the "Project') Haydon Building Corp("Haydon") HBC#: OC-0902-48-539-21-0010-056 Dear Mr. Tran: Haydon request compensation for construction impacts due to the absence of an approved revised traffic control plan resulting in construction inefficiencies. This delay impacted the project beginning on February 11, 2015 until the issuance of approved plans on May 26, 2015. The net result is 75 days of additional cost to the project due to absence of approved plans and TxDOT instructions not to work on the scope of work until the TCP was resolved. Haydon is requesting the following compensation: • Compensation for added construction cost, due to inefficiencies (equipment cost have been corrected for previous delay claim). • Compensation for fees paid by Haydon for TCP at Chevron (according to correspondence chain, engineer of record was dealing with all traffic pattern issues) • Compensation for 2 additional mobilizations to milling subcontractor, due to changes in plans. Based upon the attached supporting documentation, Haydon request a change order increasing the contract amount by $318,685.95. If you have any questions please feel free to contact me at 214.437.6963. Sincerely, HAYDON BUILDING CORP /�, W I - )4, Bill Tipton Senior Project Manager 8200 Springwood Drive,Suite 230 Irving,Texas 75063 Tel: 972-739-6405 Fax: 972-264-1922 Page I L1C#AROC108937,a.01 ROC 108085 .166 ILW ID 0 M CEO B U I L O I N G CORP GENERAL ENGINEERING DIVISION C:U51 BREAKDOWN PROJECT: Tarrant County Precinct Line at Walker Branch DATE: Revised 8/14/17 OWNER: Texas Department of Transportation JOB NO: 21-0010 PROJECT# 0902-48-539 ITEM NO: DESCRIPTION OF WORK PERFORMED: Delay Claim#03, due to TCP. Revised 10/31/17 QUANTITY: 1 UM: LS OQUIPMIENT _ CODE DESCRIPTION STAND-BY HOURS RATE TOTAL Equipment inefficiencies See attached $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 EQUIPMENT SUBTOTAL , LABOR CODE DESCRIPTION HOURS S/T HOURS O/T RATE TOTAL Labor Ineffiencies $25,469.00 $0.00 $0.00 LABOR SUBTOTAL $25,469.0 MAURALS CODE DESCRIPTION QTY UNIT PRICE TOTAL $0.00 $0.00 MATERIAL SUBTOTAL $0.00 SUEFCONMRACTOR CODE DESCRIPTION QTY UNIT PRICE TOTAL Aguirre & Fields TCP at Chevron 1 LS $0.00 $0.00 Buyers TCP at Chevron 1 LS $0.00 $0.00 TexOP Additional Millin Mobs 2 EA $0.00 $0.00 SUBCONTRACTOR SUBTOTAL $0.00 EQUIPMENT SUBTOTAL............................................................................................... 4q4!,9&2.&4 13cS�2 fc F 15% MARKUP ON EQUIPMENT.......................................................................... $0.00 TOTALEQUIPMENT........................................................................................................................................ , LABOR SUBTOTAL........................................................................................................ $25,469.00 / 133, 7-5(0132- 25% 5(0.3225% MARKUP ON LABOR................................................................................... $0.00 55% INSURANCE &TAXES ON LABOR.............................................................. $14,007.95✓ TOTALLABOR................................................................................................................................................. $39,476.95 MATERIAL SUBTOTAL................................................................................................... $0.00 25% MARKUP ON MATERIALS........................................................................... $0.00 TOTALMATERIALS......................................................................................................................................... $0.00 SUBCONTRACTOR SUBTOTAL.................................................................................... $0.00 5% MARKUP ON SUBCONTRACTOR................................................................... $0.00 TOTALSUBCONTRACTOR......................................................................................................................... $0.00 SUBTOTAL.$j.ni ,Z 1.0% BOND................................................................................................................................ I. . .. .$1813.29 TOTALCOST...................................................... $ 6- UNIT COST......................................................... $18.34.41-76 l }Lf I q �0, 6D Mc Inefficiency Claim#3 Calendar Work Begin End Days Days 02/11/15 05126/15 104 75 Equipment Work General Report Unit Class Labor Description Decription Mrs Rate Compensation Code Mrs Rate Total WaterTruck FL70 2500 Gal Water Truck 105.007 $27.89 $2,928.45 7 16W 105.00 S18.00 ✓ $1,890.00 Cat--;llar 03K Dozier 03K XL CAT Dozer 201.00 $25.03 $5,036.03 1306 201.00 S22.00✓ $4,422.00 ✓ Catc, jr 950 H Loader 950H Loader w/Forks 206.00 $33.73 $6,948.311 ✓ 1372 206.00 S22.00✓ $4,532.00 ✓ Catepillar 140H Grader 140H Blade 148.00✓ S41.51 $6,143.48 ✓ 1390 148.00 S24.00 ✓ $3,552.00 ✓ Catepillar CP563 Roller CP563E 84"Sheepsfoot 253.00-/ $33.96 58,591.88 ✓ 1405 253.00 $18.00 ✓ $4,554.00 ✓ Catepillar PS-360C PS360 R/T Roller 70.00 ✓ S37.79 S2,645.30 1405 70.00 $18.00 ✓ $1,260.00 ✓ Broce RC-350 MEO1167 Broce BB250C Road Broom 222.00 i $14.90 S3,307.80✓ 1305 222.00 $16.00 ✓ $3,552.00 ✓ Wirtgen WR2500S AM01002 WR2500S 268.010✓ $148.88 $39,899.84 1384 268.00 $22.00 S5,896.00 Catepillar 330D 330 DL Excavator 3.00 ✓ S78.52 4 $235.56✓ 1348 3.00 $24.00 ✓ $72.00 r Catepillar 320D 320D LRR Excavator 209.00 $45.05 $9.415.45 ✓ 1348 209.00 $24.00 ✓ $5,016.00 Deer710G 71OG Ext Hoe 4x4 236.OD S35.93 $8,479.48 ✓ 1346 236.00 S20.00 ✓ $4,720.00 Catepillar 336DL 338DL Excavator 154.00 $74.03 $11,400.62✓ 1348 154.00 S24.00 ✓ $3,696.00 Grove RT 8658 Crane I RT865B Crane 324.00/ $87.14 $28,233.36 1344 324.00 1 $24.00 $7,776.00 -9159,2w.et 2,399.00 550,938.00 ✓ %Efficiency On Other Work 50% ✓ Deduct for Working on Unefficient Work 525,469.00 Total Labor Inefficiency Cost $25,469.00,// (Unburdened) Y/)i Page 11 cl.kn 93 F1702506.1 CUn�t 950H � � ®_0o STB ®0WRKmm®cNKSTS WAX STR mooSTO m " omo0® STO �••� �r�er�rrw�rt�ir�€ � ar�r ��w�,n.or�r.R �r �rw�r.a�rr��.;�� tw�wr�r�€rr� r��r+�.rr.rw�r�re�_w��rrw�r�ae_�rrrrrer�rrrrur�r.r.,�.,�rrs�:. •a 1 1/21D _. . irk!�_�r - #orf��!! .�� 11111�i �� vow* ty1I1M1 !#�itf1�MMNnlfrl�IaAr _,#V25/2o25 wed 0 a a 1 0 a 0 6 0 a 0 8 ��,.. .� 1�Eir ? 1ka _ � :.:,..a' �i1111RA1 - .-_:1lll �lslllsll�4� uF SIB mil ! MI�MN il�iilMiiA�11I[NwW�I�il �� 1llll i11fE ..,. i ��1�l�IIM�IIA1l�IMN11AlI�� Rt11Ai1 #i1M�13U�i��u1ME111� i1i�' i�0#fi�M11�Li 4/%5/2015 wed ��r�E�rrrrr.�r..rrre,_�re �w�r�rr��s,�,��r�t ©©�� O"m so W,te,Trk I Do., sv/Forks Blade ISheePsfootI A.U., 60Y Peed Broom I 25M kaurvalo, I...or HOE 41 E4oralor Cnn WAX STB WRK STB WAX STB WAX STB WRK STB WAX 5T0 WAX STP WAX $IB WAX STO WPK I STB WPK STB WAX STO WRK STP 5/412015 KW S _ it 21 bi at 0 0 B 3 S 0 _at 51 31 1 0 at 0 3 01 6 0 R 515/2015 Tues 3 5 6 21 31 5 '1 1 0 6 2 6 0 at 1 31 1 01 81 0 $1 01 6 0 B 5/7/2015 T111K 0 8 0 8 ] 1 3 5 0 0 0 t 0 8 U t 0 8 3 5 3 5 0 8 5/12/2015 Tues 2 6 1 7 D 8 7 1 2 6 1 7 0 1 5 3 L 0 e 0 t 4 4 5113/2015 Wed 0 8 1 7 0 8 1 4 3 S 4 4 0 A 0 8 0 A 0 t 0 8 5/15/2015 FTI 0 B 4 4 0 8 10 0 4 4 6 2 0 B 5 3 0 8 0 _R 0 8 5/16/2015 Mon 0 8 0 A 3 5 5 0 2 6 0 8 1 T 5 3 0 A 3 5 0 8 SPS/2015 Toes U 8 5 _3 1 7 6 2 0 A I 1 0 t 0 8 0 5 0 3 520/2015 Wad 6 2 3 S 3 5 e 0 0 5 1 7 0 t _ 3 5 0 _R 0 B 5/21/2015 Thur 0 3 0 8 0 P 0 8 0 8 0 8 0 5 0 e 0 _ 5 0 8 5/12/2015 hl 0 8 2f 6 1 7 31 51 0 81 0 8 1 11 0 1 0 5 0 8 TotMSUPdbVAa-, 105 201 206 148 2S3 70 222 268 5 209 236 351 324 January 26, 2018 Haydon Building Corp Delay Claim#3—Delay in Issuance of Traffic Control Plan Modification: HAYDON Supplemental Information Wirtgen WR250OS: The Wirtgen WR2500S has high number of stand-by hours compared to other pieces of equipment because it is a specialized piece of equipment. As shown on the "Work Impact Zones Exhibit" there was not a continual path of lime treating on the project while waiting for the "Traffic Control Plan Revisions" dated 5/22/2015. Since this piece of equipment can only be used for lime treating, it was idle much of the time Haydon was waiting on direction. Ends of Pipes &Conduits: Pipes and conduits were unable to be finished since Haydon did not know what the slope catch point would be to determine where the end of pipe would be. This is all contingent on the designer submitting the "Traffic Control Revisions" that show the added roadway width, which identifies the toe of slope location to give the end of pipe location. Paqe VIII HAYDON April 9, 2015 Mr. Minh Tran Texas Department of Transportation 2501 W. Euless Blvd Euless,TX 76040 RE: Project Status Update 0902-48-539 Texas Department of Transportation ("TxDOT") The City of Fort Worth ("Fort Worth") Freese and Nichols Inc.(Freese and Nichols") Aguirre& Fields LP("Aguirre&Fields") Oncor("Oncor") Atmos Energy("Atmos") Tarrant County Precinct Line at Walker Branch (the"Project") Haydon Building Corp ("Haydon") HBC#: OC-0902-48-539-1065-0010-029 Dear Mr. Tran: Thank you for your response in the letter dated March 23,2015.The purpose of this letter is to update you on several matters that Haydon has encountered during construction of the Precinct Line Road at Walker Branch Project and to serve as a response to your letter dated March 23, 2015. You may notice that the status of some of these items have changed since our latest update, while others may not.While Haydon, TxDOT, Fort Worth, and the design teams continue to diligently partner to find acceptable solutions to each matter, it is important that we keep you regularly informed of the impact these items have on the Project Schedule. Lhoist Water Utilities- TxDOT requested a proposal from Haydon on February 13, 2015. Haydon contacted a licensed plumber, investigated the scope of work, and provided a proposal to TxDOT on 3-18-15. To date Haydon has not received a directive authorizing work to begin. At the partnering meeting held on April 2, 2015, TxDOT stated the directive would be given on April 3, 2015. At the time this directive is received, Haydon will schedule the subcontractor to perform this work as quickly as possible. Haydon continues to resequence work operations in order to mitigate delays to the project. The issue is encompassed within Delay Claim #2—ROW/Fence Relocation Issues. Haydon will submit the cost associated with this delay once the full extent of the delay is known. Drive Entrance at 67+65- HAYDON BUILDING CORP 8200 Springwood Dr.,Ste.230 Irving, Texas 75063 Tel 972. 739.6405 Fax 972. 264. 1922 Your letter stated Haydon received a response on RFI#45 on February 19, 2015. This is incorrect. November 19,2015 is in fact the date Haydon submitted the RFI to TxDOT. Haydon received a response to RFI#45 from Freese and Nichols on February 19, 2015. TxDOT issued a written directive to Haydon on March 2, 2015. This work will be completed per the CPM schedule in Phase 2 of Precinct Line Rd in accordance with the response provided by TxDOT per TxDOT specifications for item 508-2002 Construction Detours. Haydon has requested that TxDOT or Fort Worth make contact with the property owner to ensure the work can be completed without delay. Overhead Utility Relocation- Overhead utility relocation operations are still incomplete. No update has been given to Haydon since the last correspondence. Haydon continues to resequence operations in order to mitigate delays to the project. This delay will continue to delay final completion until it is resolved. Once the extent of this delay is known, Haydon will submit a time and cost impact analysis for your approval. AT&T Distribution Line Conflict- On November 20, 2014 Haydon encountered an AT&T Distribution Line in conflict with System A Storm Drain and earthwork operations south of Trinity Blvd. This was immediately brought to TxDOT's attention and was also addressed in RFI#48—AT&T Communication Line Conflict. On March 20, 2015, Haydon received an email from Kevin Bruton with the City of Fort Worth stating that AT&T was"100%complete with this project. Storm Drain System A Water Service Conflict- Haydon completed water service relocation on February 13, 2015. Fort Worth Sanitary Sewer Manhole and Water Sampling Station near Sta.38+49- Haydon relocated the sampling station on February 18, 2015. TxDOT issued an official change order for this work on March 26, 2015. Haydon returned the signed change order to TxDOT on April 2, 2015. This work will begin as soon as material is fabricated. After further communication with TxDOT, Haydon will survey two other Fort Worth manholes to determine the required adjustments, and submit a proposal on all remaining manhole adjustments on the project. This will encompass both Hurst and Fort Worth municipalities. Verizon/MCI Box- On January 13, 2015, the utility contractor performed the adjustment to the Verizon/MCI Box. Embankment Protection Near 66+00- On February 19, 2015, Haydon received the response to RFI#55 from Freese and Nichols. Haydon will construct the detour as directed as soon as overhead Utility Relocation Operations have been completed. Please see above for details associated with the Utility Relocation Operations Delay. Atmos Gas Line- Atmos completed the relocation of this line on January 30,2015. Trinity Paving Widths- Your letter states that RFI#56—Phase 2 Trinity TCP was submitted on February 11,2015. This is correct. However, your letter also states that Haydon received a written directive on February 19, 2015. This is incorrect. Haydon did not receive written directive from TxDOT until March 2, 2015. It was on February 19, 2015 that TxDOT received the response from the Engineer of Record. Haydon requested direction from TxDOT again on March 2,2015 at which time the direction was received by TxDOT. At this point, Haydon began analysis of the response. Haydon held field meetings with TxDOT to discuss the RFI response. Haydon also built electronic drawings and calculated actual quantities for the minimum detour necessary. Due to the vast differences in quantities between Haydon's calculations and TxDOT's directive, Haydon submitted its findings for approval on March 16, 2015. Haydon was instructed on March 31, 2015 not to perform any work on the detours until a revised response was issued from the Engineer of Record. Haydon received a revised directive on April 1, 2015. Haydon will communicate with TxDOT to determine the best method for performing this work in a safe manner and will proceed as directed. Precinct Line Paving Widths- Haydon notified TxDOT in the February 18, 2015 weekly meeting of an issue with available roadway width on Precinct Line. There is not enough room available outside of existing traffic to construct Phase 1 roadway per plan. Haydon again requested directive in project meetings on March 18, 2015 Haydon submitted RFI#62—Phase 1 Precinct Line Road TCP on March 23, 2015. Haydon met with Freese and Nichols along with TxDOT in field to discuss the RFI on March 27, 2015. Haydon requested an update on the RFI on March 30, 2015. Haydon received a written directive on April 2,2015. Haydon will communicate with TxDOT to determine the best method for performing this work in a safe manner and will proceed immediately. Haydon greatly appreciates TxDOT taking the time to hold an additional partnering meeting on April 2, 2015 and the partnering efforts of all involved in the resolution and/or progress of any or all of the above mentioned conflicts. Haydon will proceed with construction operations on project as conflicts become resolved and will also communicate the progress of the work or new conflicts preventing it with the utmost urgency. If you have any questions please feel free to contact me at 214.784.1735. Sincerely, HAYDON BUILDING CORP K� Brad Caldwell Area Manager 'Ar Texas Department of Transportation 125 EAST 11TH STREET I AUSTIN,TEXAS 78701-2483 1 (512)463-8700 1 WWW.TXDOT.GOV April 24, 2015 Haydon Building Corporation 8200 Springwood Dr.,Ste.230 Irving,TX 75063 Project: BR2006(132), ETC Control: 0902-48-539 Highway: Precinct Line County: Tarrant Mr. Caldwell, We have received and reviewed your letter dated April 9, 2015. Below,we offer the following comments: • Lhoist Water Utilities:TxDOT agrees that a proposal was requested from Haydon on February 13, 2015. TxDOT received a proposal from Haydon via email on 03/25/15. On 03/25/15 the City of Fort Worth approved the change order to perform this work. Change Order was approved on 04/09/15 by TxDOT's District Construction Office and sent to Haydon via email on the same day. Haydon signed change order on April 15, 2015. • Drive Entrance at 67+65:Originally, Haydon submitted RFI#45 to TxDOT on 11/19/14,and TxDOT provided a response about a week later. Haydon did not agree with response,which was to build the driveway in halves. On the weekly meeting held on 12/10/14,TxDOT requested Haydon to submit a proposal to build the driveway and to provide an approximate price for this work. However,TxDOT did not receive a proposal or approximate cost. On the weekly meeting held on 02/04/15,TxDOT requested Haydon to submit a proposal, no proposal was submitted. Freese and Nichols provided a response to the revised RFI#45 on 2/19/15 and copied Haydon and TxDOT. Haydon requested TxDOT on 03/02/15 to provide TxDOT's response to revised RFI#45. On 03/02/15 TxDOT replied to Haydon's request stating that TxDOT agreed with the consultant's response provided on 02/19/15,and that Haydon will be contacting the property owner before work begins. • Overhead Utility Relocation:The City of Fort Worth has been working to relocate these utilities. On the weekly meeting held on 4/8/15,the City of Fort Worth mentioned they will contact their utility coordinator and will advise the status of the relocations. TxDOT will continue requesting the City of Fort Worth for utility relocation updates. OUR GOALS MAINTAIN A SAFE SYSTEM ■ ADDRESS CONGESTION ■ CONNECT TEXAS COMMUNITIES ■ BEST IN CLASS STATE AGENCY An Equal Opportunity Employer -� • AT&T Distribution Line Conflict Agree with your comment, on 03/20/15 the City of Fort Worth, utility coordinator,sent an email stating that AT&T was 100%complete with this project. • Storm Drain System A Water Service Conflict Agree with your comment,this work was completed on 02/13/15 • Fort Worth Sanitary Sewer Manhole and Water Sampling Station near Sta.38+49:Agree with your comments. • Verizon/ MCI Box:Agree with your comments,this work was completed on 01/13/15. • Embankment Protection Near 66+00:The City of Fort Worth has been working to relocate these utilities. On the weekly meeting held on 04/08/15,the City of Fort Worth will contact their utility coordinator and will advise the status of relocations. TxDOT will continue requesting the City of Fort Worth for utility relocation updates. • Atmos Gas line:Agree with your comment,the gas line relocation was completed on 01/30/15. • Trinity Paving Widths: Haydon sent RFI# 56 to TxDOT on 2/11/15. Freese and Nichols responded to RFI#56 on 2/19/15. On 03/02/15 Haydon requested TxDOT to provide a response to RFI#56. On 03/02/15 TxDOT replied to Haydon's request stating that TxDOT agreed with the consultant's response provided on 02/19/15. On 3/16/15 Haydon reopened RFI#56 and provided quantities for temporary pavement at Precinct and Trinity Blvd. Freese and Nichols performed site visit on 03/27/15,and decided to contact the sub- consultant.TxDOT reached out to the sub-consultant and explained the situation on 03/31,/15,and the sub-consultant sent a revised plan on 04/01/15. Because both Haydon and TxDOT had concerns on the revised plan, Haydon was advised to hold on until concerns would be addressed by consultant. On the weekly meeting held on 04/08/15,TxDOT proposed an alternative to proceed with work addressing previous concerns. As of 04/08/15 Freese and Nichols is reviewing the alternative discussed in above mentioned meeting. At the same weekly meeting, it was decided that TxDOT and Haydon would analyze the alternative discussed in meeting from a constructability point of view. On 04/10/15 TxDOT and Haydon analyzed alternatives in the field and are awaiting Freese and Nichols revised plan sheets. 2 • Precinct line Paving Widths:Haydon initiated RFI #62 by sending it to TxDOT on 3/23/15. Haydon received response on 3/25/15. Freese and Nichols performed site visit on 3/27/15, and decided to contact the sub-consultant.TxDOT reached out to the sub-consultant and explained the situation on 03/31/15,and the sub-consultant sent a revised plan on 04/01/15. Because both Haydon and TxDOT had concerns on the revised plan, Haydon was advised to hold on until concerns would be addressed by consultant.On the weekly meeting held on 04/08/15,TxDOT proposed an alternative to proceed with work addressing previous concerns. As of 04/08/15 Freese and Nichols is reviewing the alternative discussed in above mentioned meeting. At the same weekly meeting, it was decided that TxDOT and Haydon would analyze the alternative discussed in meeting from a constructability point of view. On 04/10/15 TxDOT and Haydon analyzed alternatives in the field and are awaiting Freese and Nichols revised plan sheets. Please provide the above requested information at your earliest convenience. If you have any questions or comments, please contact our office at(817) 399-4300. Written correspondence should be addressed to the North Tarrant Area Office, 2501 W. Euless Blvd., Euless,TX 76040. Lrely Minh Tran, P. E Area Engineer North Tarrant County Area Office Fort Worth District cc: File 3 Bill Tipton From: Josh Courcy Sent: Friday,September 30, 201610:49 AM To: Bill Tipton Subject: FW:RFI# 56 and 62 Josh Courcy Project Engineer JVHAYDON HAYD,)N BUILWi 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-6405 main 469-507-1457 cell www.haydonbc.com facebook I twitter I linkedin From: Miftah Semane(mailto:Miftah.Semane@bcdot.gov] Sent:Tuesday, May 26, 2015 11:01 AM To: Mitchell Robinson; Josh Courcy Cc: Aureliano Flores; Hector Canales; Chuck Putnam; Norman Robertson; Jim Pulice Jr.; Minh Tran Subject: Re: RFI# 56 and 62 Mitchell, Please fine the attached revised TCP, the revised TCP shows typical sections verifying construction slope and buffer/barrier between work area and traffic.This revised plan addressed the Ramp profile at the Southern Star North Driveway, and the adjusted radii at the intersection.All the required corrections indicated in the revised TCP on the corresponding pages as follows. 1. 10'of typical concrete pavement at the south end of the bridge is shown constructed on sheet 3. 2. Temp pavement elevations for the detour Sta 65+00 to 67+00(near Southern Star Property)are shown on sheet 4. 3. Southern Star property access notes are shown on sheet 7. 4. The intersection striping is now shown on a new sheet 12. 5. Signs for"No right turn,trucks""is now shown on sheet 15. The designer will continue to detail the limits and traffic patterns for the remaining phases to finish out the concrete and associated quantities. Please let us know if you have any comment by tomorrow at 12:00 pm. If we not receive any comments by then that would mean Haydon concur with changes. Thanks, ML&Lz VSe UwLe. Engineering Assistant TXDOT,NTAO. 2501 West Euless Blv. Euless,TX 76040 miftah.semaneo txdot.Aov (214)718-3610 Cell i From: Mitchell Robinson<mrobinson@haydonhc.com> Sent:Wednesday,May 13,2015 3:25 PM To: Miftah Semane;Josh Courcy Cc:Aureliano Flores; Hector Canales;Chuck Putnam;Norman Robertson;Jim Pulice Jr.; Minh Tran Subject:RE: RFI#56 and 62 Miftah, As we spoke about in our two meetings today, Haydon does not believe the revised TCP contained in the response to RFI 56 and RFI 62 are constructible.RFI 32 was not addressed in the response.This RFI addressed the area near the TRE and embankment and access issues encountered there.The TCP also does not appear the constructable in a way that would maintain Flow of traffic on Trinity Blvd and the south end of Precinct Line due to the elevation changes.As agreed in the meetings today,Haydon requested TOOT to set up a meeting with decision makers from all necessary stake holders in order to resolve these issues. In this meeting Haydon will elaborate on the comments and concerns we have with the response. Thanks, Mitchell Robinson 0 =�ect Manager HAYDON BUILDING CORP 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-6405 main 214-952-8339 cell www.haydonbc.com faoebook I twitter I linkedin From: Miftah Semane [mallto:Mlftah.Semane0Dtxdot,gQv] Sent: Monday, May 11, 2015 6:14 AM To: Mitchell Robinson;Josh Courcy Ce: Aureliano Flores; Hector Canales; Chuck Putnam; Norman Robertson; Michael Subject: Re: RFI# 56 and 62 Please find the attached revised plan-sheet and TCP as a response for RFI#56 and RFI#62. Mi.fta llSevvu+r v& Engineering Assistant TXDOT,NTAO. 2501 West Euless Blv. Euless,TX 76040 n0ah.semane@txdot.xov (214)718-3610 Cell From:Aureliano Flores Sent:Thursday,April 23,2015 4:30 PM To:Mitchell Robinson Cc:Chuck Putnam; Brad Caldwell; Minh Tran; Miftah Semane; Norman Robertson;Josh Courcy;Jon Harshbarger Subject:RE: RFI#56 and 62 Mitchell I acknowledge your request and we will proceed with escalating this issue(s). 2 Thanks Aureliano From: Mitchell Robinson [mailto:mrobinson@haydonbc- om] Sent:Thursday,April 23, 2015 12:17 PM To:Aureliano Flores Cc: Chuck Putnam; Brad Caldwell; Minh Tran; Miftah Semane; Norman Robertson; Josh Courcy;Jon Harshbarger Subject: FW: RFI# 56 and 62 Aureliano, These RFI's have been outstanding for quite some time.They are delaying work on the entire project. Haydon is now escalating these issues to the next step in the escalation ladder. Per the discussions in our partnering meeting, please ensure this is escalated to Minh Tran on TxDOT's side. I will ensure Haydon personnel understands this issue is now on Rrad Caldwell's level of the escalation ladder. Thanks, Mitchell Robinson Proier_.t Manager X HAYDON GUILDING(,� 8200 Springwood Dr.Ste 230 Irving,TX 75083 972-739-8405 main 214-952-8339 well www.haydonbc.com facebook I twit er I iinke6n From: Chuck Putnam [ma'iIto:Chuck.PutnagC txdot.gov] Sent: Monday, April 06, 2015 12:17 PM To: Mitchell Robinson Cc: Norman Robertson; Josh Courcy; Brad Caldwell;Jon Harshbarger; Aureliano Flores; Hector Canales; Miftah 5emane Subject: RE: RFI# 56 and 62 Mitchell, Thanks for the rapid response.As I mentioned on 04/03/15 we are currently reviewing additional information with regards to the need for detour widening. I should hear something soon. Please postpone moving forward with the detour widening at this time. Regards, Chuck Putnam Engineering Specialist TxDot NTCAO (817)399-4303 Office (817)205-7348 Cell From: Mitchell Robinson [mailto:mrobinson@)haydonbc.com) Sent: Monday,April 06, 2015 2:00 PM 3 l sw Z I To: Chuck Putnam Cc: Norman Robertson; Josh Courcy; Brad Caldwell;Jon Harshbarger; Aureliano Flores; Hector Canales; Miftah Semane Subject: RE: RFI# 56 and 62 Chuck, To follow up on our conversation on the phone on 4-3-15,Haydon's plan is to utilize asphalt millings to build a temporary shoulder to allow shifting of existing traffic flow a safe distant away from the work area.Additional traffic control devices will be utilized to ensure this shift happens safely.There will obviously be added cost for this work such as additional traffic control devices and millings.Haydon will analyze the extent of the added cost and submit these to TxDOT.Does TxDOT want Haydon to proceed on the force account method or wait for an approved change order? Thanks, Mitchell Robinson Project Manager x HAYDON BUILDING CORP 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-8405 main 214-952-8339 cell www.haydonbc.com facebook I twitter I link in From: Chuck Putnam fmailto:Chuck.Putnam(dtxdoLgov3 Sent: Friday, April 03, 2015 1:37 PM To: Mitchell Robinson Cc: Norman Robertson; Josh Courcy; Brad Caldwell; ]on Harshbarger; Aureliano Flores; Hector Canales; Miftah Semane Subject: RE: RFI# 56 and 62 Mitchell, To follow up on our conversations in the weekly meeting held on 04/01/15,Partnering Meeting held on 04/02/15 and our telephone conversation on 04/03/15. Due to the safety concerns expressed from both Haydon and TxDOT,please do not commence work activities on the proposed detour widening for Trinity and Precinct Line until TxDOT has had an opportunity to review your proposal for means and methods for these activities of work to assure the safety of the workers and traveling public.As I mentioned in our phone conversation we (TxDOT)has requested additional support from our in house TxDOT design engineers to review the constructability concerns that Haydon has brought to our attention in RR's#56 and 62. 1 expect to hear comments from our in house design engineers on 04/06/15. if you have any comments please feel free to contact me.I hope you have a Safe and Happy Easter Holiday with your family. Regards, Chuck Putnam Engineering Specialist Tx Dot NTCAO (817)399-4303 Office (817)205-7348 Cell 4 a From: Hector Canales Sent:Thursday, April 02, 2015 11:51 AM To: Mitchell Robinson; Miftah Semane Cc: Chuck Putnam; Norman Robertson; Josh Courcy; Brad Caldwell; Jon Harshbarger; Aureliano Flores Subject: RE: RFI# 56 and 62 Mitchell, Hayden is to proceed with the work mentioned in the above referenced attachments. Precinct Road will be widen approximately 3.5 feet and Trinity Blvd about 10.5 feet as mentioned in the attachments. As a reminder, Hayden needs to make sure that each of the roads is widen to be able to have enough space to work on the lime treatment and hot mix placement on the areas where hot mix has been milled already(North side of Trinity Blvd, and the East side of Precinct). Thank you From: Mitchell Robinson [mai Ito:mrobinsonCa>haydonbc.com] Sent:Thursday, April 02, 2015 7:47 AM To: Miftah Semane Cc: Chuck Putnam; Hector Canales; Norman Robertson; Josh Courcy; Brad Caldwell; Jon Harshbarger; Aureliano Flores Subject: RE: RFI# 56 and 62 Miftah, Just to confirm, Haydon is to build per the section in the original RFI response.This section is 5 foot buffer outside of construction area and 2 - 11 foot lanes. Is this correct?Or does Haydon need to account for a shoulder at any point? Haydon is beginning the Prep ROW portion of this work this morning. Thanks, Mitchell Robinson Project Manager x 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-6405 main 214-952-8339 cell www.haydonbc.com facebook I twitter I linkedm From: Miftah Semane [mai Ito:Miftah.Semaneatxdotaw] Sent: Wednesday, April 01, 2015 2:13 PM To: Mitchell Robinson Ce: Chuck Putnam; Hector Canales; Norman Robertson; Josh Courcy; Brad Caldwell; Jon Harshbarger Subject: Re: RFI# 56 and 62 Mitchell, As the discussion we had in the weekly meeting Haydon can proceed the work. Any kind of field adjustment can be done as long as its necessary for the safety of the riding public.The payment is going to be field measurement as agreed by TxDot field inspectors. 5 Mi.{ta.VSe*UW,.e, Engineering Assistant TOOT,NTAO. 2501 West Euless elv. Euless,TX 76040 miftah.semane@txdot.gov (214)718-3610 Cell From:Miftah Semane Sent:Tuesday,March 31,201511:30 AM To:Mitchell Robinson Cc:Chuck Putnam;Hector Canales; Norman Robertson;Josh Courcy;Brad Caldwell;Jon Harshbarger Subject:Re:RFI#56 and 62 Yes Mqualls. ixM& Engineering Assistant TOOT,NTAO. 2501 West Euless Blv. Euless,TX 76040 miftah.semane@txdot.gov (214)718-3610 Cell From: Mitchell Robinson<mrohinson@haydonbc.com> Sent:Tuesday,March 31, 201511:25 AM To: Miftah Semane Cc:Chuck Putnam; Hector Canales; Norman Robertson;Josh Courcy; Brad Caldwell;Jon Harshbarger Subject:RE:RFI#56 and 62 Miftah, Just to confirm, Haydon is being instructed to hold off beginning work until all parties agree on Aguirre and f'ield's drawing and quantities correct? Thanks, Mitchell Robinson Pro ect Mana er X YOON MIII NW,CORP 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-6405 main 2141152=053139 w" www,haydonbc.com faCebook I twitter I inlSedin From: Miftah Semane [mailto:Miftah.Semane(�)txdot.ciov] Sent: Tuesday, March 31, 2015 9:15 AM To: Mitchell Robinson Cc: Chuck Putnam; Hector Canales; Norman Robertson;Josh Courcy; Brad Caldwell;Jon Harshbarger Subject: Re: RFI# 56 and 62 6 Mitchell, I gave him my input he will look at it, and he will send to us a revised plan.At that point, if we all agree on the revised plan, we will proceed.The problem of starting work immediately is that what if he come up with a different idea? M! ta�VSema*t& Engineering Assistant TXDCT,NTAO. 2501 West Euless Blv. Euless,TX 76040 miftah.semane@txdot.sov (214)718-3610 Cell From:Mitchell Robinson<mrobinson@haydonbc.com> Sent:Tuesday, March 31,2015 10:59 AM To:Miftah Semane Cc:Chuck Putnam;Hector Canales; Norman Robertson;Josh Courcy;Brad Caldwell;Jon Harshbarger Subject:RE: RFI#56 and 62 Miftah, Can we get a directive from TxDOT to proceed with the drawing provided by Haydon?Or do need to wait and review the drawing issued by Aguirre and Fields?We would like to avoid the possibility of an error in the new drawings and subsequent prolonged delay. If every one agrees on the quantity and need for the additional detour,it would be best for the project schedule to begin on the work immediately. Thanks, Mitchell Robinson Project Manager X i iAYf10N F)UlL.D;t; i CORP 8200 Springwood Dr.Ste 230 Irving,TX 75063 972-739-8405 main 214-952-8339 cell www.havdonbc.ccm facebook I twitter I linkedin From: Miftah Semane [mai Ito:Miftah.SemaneCtxdot�ov] Sent: Tuesday, March 31, 2015 8:54 AM To: Mitchell Robinson Cc: Chuck Putnam; Hector Canales; Norman Robertson Subject: RFI# 56 and 62 Mitchell, 1 reached out to Aaron from Aguirre and Fields,and he said he will send to us a corrected plan sheet which address RFI 56 and 62.by Thursday. MC t1xJvSe*WE4q& 7 Engineering Assistant TXDOT,NTAO. 2501 West Euless Biv. Euless,TX 76040 miftah.semaneCMtxdot.eov (214)718-3610 Cell Drive Smart in Winter Weather This email has been scanned for all viruses by the MessageLabs Email Security System. Drive Smart in Winter Weather ._.____-.-_ _._. This email has been scanned for all viruses by the MessageLabs Email Security System. Drive Smart in Winter Weather This email has been scanned for all viruses by the MessageLabs Email Security System. This email has been scanned for all viruses by the MessageLabs Email Security System. 0 This email has been scanned for all viruses by the MessageLabs Email Security System. rn 8 e STATE OF TESLAS DEPARTMENT OF TRANSPORTATION -Oc=� PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT EEDEPA.RO PROJECT OR 2006 032I.ETC. TARRANT COUNTY Work Impact Zones- Exhibit PRECINCT LINE AT WALKER BRANCH FOR THE CONSTRUCTION Of THE REPLACEMENT OF EXISTING BRIDGE FACILITIES CONSISTING OF REPLACING BRIDGES AND APPROACHES MRST TRAFFIC CONTROL ' TRAFFIC CONTROL PLAN a' r PLAN REVISIONS REVISIONS 5-22-2015 5-22-2015 7 `� C5.1 09�2�E-680 s • RFI#56 was submitted on February 11, r .:....................':+ 2015 to address phasing that did not work ^ ~ WON X901iD N f c...,A ECINC LIRE•1f,ITplb V wnxEP Cs.,-°9G2-e-5'aE-539 5/22/2015 aAMARRE a FIELDS. 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Lt [IN[i LIME RO TLM°ORMI PAVEMENT WILL BE PAL`AS ITER 50a."CONSTRUCTING DETOuRSONSTRUCTAllDRAINAGE5.0WNKLNILE?5ALONG PRECINCT LINE SOUTH OF TRHNTY BLVD ' ALL BE CONSTRUCTED TO STAGE 1 AND CO`IERED.REFER TO ICP Q-21-12-STYgARD FOR VAT 135'TOIM 1 PRECINCT LINE PD ONSTRUCTION OF RCR ACROSS EX15TNC TRAFFIC LASS.KL PAVEMENT ND SUBBASE REMOVAL 2' 0 RESTORATION SHALL 3E PAD FOR UNDER ITEM.00.2006"CU. AND RESTORING PAR" niYVAR 452 WTO AO S'I 5 OWSTRUCT ALL PROPOSED ELEMENTS IN PHASE I TO UMTS SHOWN.FOR WORN ON SHOULDER EFER TO TCA12-BJFOR TRAFFIC CONTROL SIGNS AVD SPACING FOR WORN THAT REOURES A 3`i AFF.[SHPT REFER TO TCP 12-31FOR TRAFFIC HANDLNG MID SIGN SPACING THE MVEWAY CONST IOnE PHASE 1 LM LN T STA 56.00 SHALL BE CLOSED DURING PHASE ICONSTRUCTION TCP PHASE t 6 ANTAN EXISTING SIGNAL LIGHTS AT THE NTERSECTON 7 STRVCT TEMPORARY PAVEMENT T THE END OF PHASE 1.THE TEMPORARYPRECINCT LINE RD C^,Nii ZONE a _ AvENEN?SECTION SHA.L CONSIST OF TE FOLLOWING LAYERS: I_L__ '� 2.1, D'SURFACE HMA[ -MAC 6'-r'B'BASE HVAC F"CEAENT TREATED SUB BASE SEE"2 OF PH •ST LATS TEIAPOPART PAVEMENT WILL BE PMC AS ITEM TOB.'CONSTRUCTING pC ipLNS". PRECINCT LINE RD PRKMNCT _ SIA 7.00.00 10 SIA.6-BB 76 STA 51.4600 TO STA 56-55.00 RE`n5N1N 8T DATE -- _ STA 55-90 00 TO STA 590000 TCP REVISONS ASO 5122/15 -- (PRECINCT LINE RD EPR CT LINE RD TCP LEGEND 1, * IF ('• 407 Ci0 2Ti LN—LN I FML DEPTH PAVE CONST LrN~LH 9(/'10 Tri � 2)'LS.K 171 nI IE ¢I {i �•A /- K CONST �ONST ZONE PHASE T— '+."'•`-� 1 LF LPC.IT 1- 6" YAC IT NB B 6"C56 = TEMP PAVE 20 7'NYAC TY 0 SURFACE PHASE 1 T ONST SECTION L Tr 7 610 Sr TEMP PAVEMENT WOLPCB TYPE 2 PRECBJC ; 100 Lr SCKE I"•q0' '' / STA 59.00.00 TO STA 64-2. M—.._- LPCB TY 1 10 LF , - �' oCHAN ELIZNO •_.i —•: LPCB Tr 2 / E DEVICES (PRECINCT LIME RD P_0•-Y" LPC. I BARRKADE 65.00• �,(\ STA 67.14 DO + -^^� ��._._.�.. SIGN Q _ �.. -._../• �• - A4-• • ,��•�` ' �/ QO• OA a-PERu MM1E PwT MFM OO J ��ry�� 1� A.�r + a ��'•� O) ® 4"PERM YELLOW PWT MRA —.--..—.._ :.� ! I Z„� . '•�ti•` Q 4-TEMP WHITE PVYT M/Ilc A”TEMP YELLOW PWT YN Q 31GN LPC. 1-'� •• \• • y ® 74-PERM WHITE PVYT MRK TA 62.5700 - iiI.'s LPCB F•\=� TEMP PAVEMENT Q 1/-TEMP WHITE PVYT 4RiM STA 63•ta PGL r EME.1 11 sr CuT AND o s RT ID�' SCE v:�rnn DETK I. • /N`2 ELEVATION DET AIL ©RR MNG PCRM WHITE PVMT MRK yRESTORE PAVE LPC TT 1 - �•) 'S 10 LF STAIION EIF VA,gn Q TEMP WHITE PVMT YRX J LPGB iY 2+ Limits of Construction 4�,=EXIST Nc TRAFFIC END}}PCB FiM.R0A9 CROSSNC •% V ` STA'6 600 In Unknown Work DO DD su.7s PROPOSED TRAFFIC 66.50.00 SN.aa Zones Created A 67,0000 5MOO Discontinuity of Physical (PRECINCT LINE Rp SE OUENCE Or CONSTRUCigN 1 j, Work. While waiting for PLACE ALL SKMAK.STRPNG LPCB.MR EHAIRL12INC D((VKES SHOWN DN TK TCG PHASE LAYOUT ANO APPLK ABLE STANDARDS KL EnS1R4G TRAFFIC PAIICRMS _ •� ]6�iD�T;i a Redesign,Haydon was 1 E'`�» NDPTN G TPINI r B TD WHEN COMPLE IE NDTEY ONCOR UTILITY SE �` 7F VAP 1x'10.6•I—I v il' `HAT ROW *ORM CAN BEGIN, r•......(,L�� +�1' IN�LM� Forced to Work 3 COt SITRUCT A.I.DRAINAGE SHOWN REFER TO"TCP(1'2)-12"STANDARD FOR •/" INET `,4. oI Ig CONSTRLIC NON OF RCP ACROSS ExRiiNG 1RAFFK LANES ALL PAVEMENT AND *: ,i ¢; ,E 5.9BASE REMOVK AND PCSTORAnJN SHKL BC P,MD FOR V OER RCY 400.7006 "'" CONST OK PHASE 1 i Discontinuously Creating CAT AID RESTORING PSV"- AARDM DE.ORD {CON1 iRU[!KL PROPOSED EH EMNFREF A P.HAS' R IO t Fo' $M WC FOR WORM -Hnt REOVIRE$O IW E ,T A"O TO ICP+2}I FOR tRN rK HANDLING AIx:' 9657. Standby Time&Crew 5tA SPACING COOR ANATE Wi•-•P ROAD AUTHORT, TO CONSTR`'CI ROADW Ar pa, (�• Rt AF RAERO?0 A-STA PHASE 1 TYPIC;AL CONST SECTION Inefficiencies. 6 II-T JC) uF�<vER'En'T i THE EMO OF PHASE L 1K,EWORARY f-.,CEN PRECINCT LTE R0 <'MEMENT SECTON S—LV CO'.SIST OF THE FOLLOWING LAYERS STA 67.0000 10 STA 71.1000 ..Ty 71 a S..RF A'I;.•. 4C ..�.. 6'CEMEII9<-pE<MAl SLR 8 SE 1PlM LMR[N LI Or 'LIxFY'RAP�I'F<•EVEN1 WyL BE PAID AS ITEM 506.-CONSTROCING DETOURS 5/22/2015 O •----_ /37 SY TEMP PAVEMENT TWroa 0A9v7N�d T/NRIEPO�ARfA • R°M -""- - -- - - - - '�tl�'d Waiting on RFI's to 1'D. .. .___..___. - . _._ - a •- `� T define paving width's 5 AGUIRREBFIELDS, - 00 --T. develops a design of •• "°Jy% r. unknowns during the (PRECINCT LIK RD :.�..` II'll .. .� ••_•�.••..'—�• .. _ _ �. J4" delay period. Work Ci LINE RD TCP PHASE 1 �¢ cannot be completed. PRECINCT LINE RD ' E MRlll-PECL T[fARf ME TO a USED A Kt iC —'} CONtRC3— _ 2 SEE BARRICADE AND CONS TRUCTgN BC" •.' 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S 1241r1SA.tINm 'a PL➢MTM110 pY PH1No AT6T07FHO4b LouCWOoa. 3 A]2{mvJ.A 30Ftr 3 P11193p. 61mm Da IJNC '➢a__-__ _ 3. 17 sow t.A a: _P-HlWO RN9Ctl2MNR-Cl:wnliM F.nR➢6Teoftm. 5.. _511J4L15A 20 JW 15 : ;,,,,u"st_gA�l AC11axIIM F.rlu an TlMlrBM _- ___ _- Amirwon, � amin.ndh w.a TeBIW.A.7 ®�pyTA,T DataDate:20-Mar-17 Page to( 4 r_ U R.W 0 wl➢A• •taw- Hili LVl� Page X Tarrant County Pndhcl Line..Up0.1 1 Pr.W:27-Noe-171538 AIM Po-I-T-.C..-a Sod S- 5 7 24-ISA 06 E.I.. P1hqhh,I Pm ROW a fi tS Auo l.A l-.1.A P2 Iota P�l 9��-h 2 1.�14 A 21 aI-I I AIa N MP= E-..S-.I.. 07�14A M-14A 1M. ft :hhhdThhw : 13 M(12$-A*-15A P,ml .a13-Is 1.14..lsA IIEINI- Do.,1-. I,I.A 25 Jun I$A a..I--T-1-S-of Th.. 4 It A; ,S 111A 1112.117 Ph-U-TIMM N-T- 7 A 2 Fft A PIEW- 'i, IM.0 =FIE�W��W"�""` 5 13:F.IS A U 1 2, PIE- 0 Ctwfi 5 Ikt-14A W-OA P�Ewl A Uh.-S 5 . 14A -14A 1�10 T&T--M 5 ------ 15A al-15. 1 EW X R IUR�ElW-P-A-FIRAM 191..t5A P, 11 1 - a E 4a C,h,V-OR1-hMVDh-&.76 SIM-M. 1 2 t' PI E 11. 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A A1180 .-,MR.1 11 -A M-IS -21time period A M- Gomm 10 11 1�,11A 4 Z"A Zones-Exhibit"have Actual ,2M Ph$1,PW&P-DaA- �A A Pt, .I G�n a A Durations that are much longer 0. —&-1 U— 5 1 None This in ."I. 11.2�12A than Original FI 4 i rd 1 caused by a Discontinuity of A,= P-1"s—C Al2M 1-�-C N-T-N 2 4 =Aw I,, Physical Work resulting In A124'1 Ph-I CROP�.MWTft . 9 A 19 Pht_ C .SeP15 .6A standby time for equipment and 4. Ph.., M�-1T.- I - 29 9 tsA I I I workers. 12 P1-I TM,P-,ht ISA nefficlencles for work Ain Ph- T- I Ar 9 A.115A N&hI,15A A,290 Ph,- T... 7 1:��l A I ,:"'`- A1310 , 9 ` This Is a direct impact�..,�B—C I . ct resulting In Ph=;CACP%,oaht-MR-AU-P-m 1 10 1�h Ijilk 13 A Ph 3M 6 1.15 the time to answer RFI 56&62. 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Page 4 of 4 ®nwn*wgwork♦ •bowm &4 LVi� TXDOT Analysis-Inefficency Claim p3(Rev.11-2-17) Begin End Holidays Calendar Days Work Days Hrs/Day Hrs Months 3/10/2015 5/26/2015 1 104 75 8 Equipment Standby Labor Equipment Claim Hrs Rate Compensation Hrs Proposed 0.5 Hrs Rate Total 1 WaterTruck 105.00 $27.89 $2,928.45 105.00 52.50 $18.00 $1,890.00 2 Catepillar D3K Dozier 201.00 $25.03 $5,030.03 201.00 100.50 $22.00 $4,422.00 3 Catepillar 950H Loader 206.00 $33.73 $6,948.38 206.00 103.00 $22.00 $4,532.00 4 Catepillar 140H Grader 148.00 $41.51 $6,143.48 148.00 74.00 $24.00 $3,552.00 5 Catepillar CP563 Roller 253.00 $33.96 $8,591.88 253.00 126.50 $18.00 $4,554.00 6 Catepillar PS-360C 70.00 $37.79 $2,644.95 70.00 35.00 $18.00 $1,260.00 71 Broce B8350C Broom 222.00 $14.90 $3,307.80 222.00 111.00 $16.00 $3,552.00 8 Wirtgen WR2500S 268.00 $148.88 $39,898.50 268.00 134.00 $22.00 $5,896.00 9 Catepillar 330D 3.00 $78.52 $235.56 3.00 1.50 $24.00 $72.00 10 Catepillar 320D 209.00 $45.05 $9,415.45 209.00 104.50 $24.00 $5,016.00 11 Deer 7106 236.00 $35.93 $8,479.48 236.00 118.00 $20.00 $4,720.00 12 Catepillar 336DL 154.00 $74.03 $11,400.62 154.00 77.00 $24.00 $3,696.00 13 Grove RT 8659 Crane 324.00 $87.14 $28,231.74 324.00 162.00 $24.00 $7,776.00 2399.00 2399.00 $50,938.00 %Efficiencyon Other Work 50% '•Equipment was excluded in latest submittal by Haydon.The equipment does not incurred costs to the claim amount. Deduct for Working on Unefficient Work $25,469,00 Equipment shown for comparison purposed to previous claim submittal. Total Laborineffiency Cost ss (Unburdened) Original Award Amount $10,487,665.240 6%of the original contract amou $ 629,259.914 Original Bid Days 315 Daily Overhead Charge Rate e $ 1,997.651 Per day based on the 6%contract rule. Page XI r Equipment Item QTY UOM Unit Amount Amount Equipment and Labor 1 LS $174,460.60 $174,460.60 TOTAL $133,256.32 Subcontractor Labor TCP Chevron 1 LS $0 $0.00 Subtotal $25,469.00 Buyers(TCP at Chevron) 1 LS 0.00 $0.00 55%Insurance&Taxes $14,007.95 TexOP(add Milling Mobs) 2 EA $0.00 $0.00 TOTAL $39,476.95 TOTAL Claim Amount $174,460.60 Subtotal $172,733.27 1.0%Bond $1,727.33 TOTAL COST $174,460.60 TXDOT'S TIME IMPACT ANALYSIS FOR CLAIMS 2 To 5 I ysuvlxmweq ,� ars ear+ `vdon's —1ZClaim No.a ct a3 �y0 P aV afi AW.n.waa a,m no A Ian 30 I ova ----- —Y 1-9—d DY—T Oddays r.00ra as dav' Analysis-Oaim No.2 I I Inefficiency analysis for pavement and Bridge work I �a phases-etldea Mayr:,sass ,.. .„.. xp a,mss vasa lin.8hadula I I D-2015apd- a xov ra-aa.,-as .ae 3d,:mfi ' phaaa 9nd, caia naim a-I�amalaaay raoora aamysis Page XII M ares a,a sn M av iq Nim Mo.3 Haydan's Analyis-TCP Phasel rinMB RFINSfi on Fe.11 Reso ve pn May2 - - Ys mPluse 2Tra.dRan Pr nttB -RFIN62on323 Remve an May25. _ _ 50 days Baseline Oec 14 3-Oec-14 m OS-Ja oration) Tx0OPs Jan-IS rt O6-May-15 End 12-M2y-15 1 —10.11-11 TCP-PhaseFe 15 art 05-1-5 E,d 12-Jun-15 BaulineB Updated Schedules] M3r-35 rt 03-1u 15 End 10-1u 15 1 A3330 Apr-15 rt OS—Aug-15E5 EM 12-Aug-15 May-5 art 274ug-15 E.d 03-SeP-15 Jun-15 un 28- p-15 E,d05-Oct-15 lu IS Un 23-1uI-15 E,d 23-Ju-1 ep-1 tart 2-Jun-15 End 08-Jun-5 OR-IS tart 02-Jun-IS En Nov-15 rt 02-Jun-1 -Jun-1 1 Dec-SS 22102-Jun-15 En OB-lun-5 lan- rt 0-lun- Gablam Ph..I p A2 1 W1 in{A mN6 e Exrnanon Sua Gra Ing Nrtura a ked grant[an P au l- ac n{2 ne P n{Em annt Mate a 1 .1- lEmnt e P adlg 24—f—,VAw f,,Water ne Pau 1-P ac ng Reb n ng Paul-Ume"n—PRP ntt n I Pacng Fl..b..Pr `c n Em n e G .ng an Compact n Hol M x Preonct Une n{ RC Pe me Treatment 9 CROP TVpl an ype 2 Cu R prep P ase 1-Beam Se[ Start 31-AUF15 P aul-B.Ne 50 Pour Start 2B-Sep-1 1 Ph—I-Sldewalk Pour Start l2-Oct-IS Paul-Apprlac.......Start 15-Ott-15 P au1-Brl{e RFI Pour Start 20-0tt-35 En 2-Naw 5 ngan tart Baseline U30 Ph 2 TopsolEComport,Seed-Pred-ec 2-Mar -Mar 1 d Udml Path ARhid"J Date 1550 Ph 3 Dema&Gra e NW Corner. 0-Mar 1 .W:hb.11m Mry 2b� I Demo&Gra eNE m 13-Mar e.,.un.xn.dplea 1600P 3PaveNW Comer 11-Mar 2-Mar 161 ed 18-Mar 9-Mar 1 1620 Ph 3Temp Paving 0-Mar 5-Mar 1640P 4A Oemo 2-Mar 0-Mar I 1]30P 4A Ea 3-Apr -Apr I bO P 48 Eart vror 2-Apr -May I 16]0 P 4B System B 31-Mar -Apr 1690 P 4A Paving 9-Apt Apr 1]00 P 4A HMAC Par ing Lot 3,Ap, l 11 P 4B Lmp Pave 1,Rempvel 4-Apr -Apr 1]20P 4B Paving 4May ay l 1J40P 4lnsta 1 is Contro -May 11-MaY 1840Ph I8ri ge Excavation 15-May -lun 1 1910 Ph IDeml Exirting Bridge 12-May 14-Mry i 8 2015 20M tan-15 1EW11BOP 1Lime Treatment 19 Feb5-Fe 1190 Phase 1 Topsoil,Compose,Sod I P-p, -May HSUT1050P lConstruttion In e[TODs J-Apr 8'AP( I 1230111 Ty B HMAC South Trinity 6-Mar -Mar Claim3. 12Q ICRCP5oul Trinity 10-Mar 3-Mar I Date range:Feb.l3 to May 26 1250 Ph I CRCP North Trinity -Apr 6-Apr Upd—Schedules 1330D 3lnsta Tra is Contro 6-May 12-May l 1370 Ph 2 Demo and Embank-Trinity 18-Feb 0.Feb 1380 Ph 2 Lime Treatment-Trinity 2J-Fe -Mar I 135D Ph 2 Demo&Embank Precinct 13-May 9-May 1360 Ph 2 Lime Treatment Precinct 32May 28 MaY 1440 Dh 25yztem 0 26May 21-May 1 1510 P 2 CRCP Trinity 24-Mar APr Mar-15 1EW1050 ROW/Fence Relocation Delay Claim Y2 1-Mar 1 N eP pr miry pt pr 1220 Ph I T, 11�1517hl mll aV n aY aY 137D 1. miry pr unity -Pr ay 1450 Ph 2 e pr pr ry ay ,15 1EW1050ROW ece Reocabon eay amC2 1-Aug -May miry I -" R11-11— Pt aY 1 mtyaaY ay ay- W e on Oe ay Caim M2 ug en[atI m11 1 P 1 ay Jun 1 W10 RnW ece RelocationeDe ay Cnaim d2 Aug -lu 1 1 ce Retoc ecaV Cnaim 12 -Aug • f. 2015 ary/:BSs xhmwea axe avn4adnm,mttlnn,Ralan wan a.egv,r n a/9/2.16 Actual last ddlled shaft(Po Qintallaal witM1a w Allyll,bV HlVdll Cl,p 0n ug s ugust CW,No.4 Mayan's Analysis-0— tApril -Pr COnRicts Pa aV4 Apr Pr p a uy g g 0 p at. egwena e I —11-D-2014 1920 CP 615 to 6/17/15 8Working d -11.t aysBase int Dec 2014 1950 CP I 16 15 to J 8 15 14 Wor ing tlays ...T Analysts-Ph-4 tun-15 1920 CP 1016 to 3/32/16 8Working days Abutment l Dulled Shafts- I.M 1920 CP I 3016 to 4/11/16 8Woring d.ys Baseline 6 Updated 5rliedulesl Sep 15 1920 CP 1116 to 4/20/16 8Working days Regular Odkd Rigg an fe 2015 1920 N-CP I 2116 to 3/30/2016 8Woring d,y, Mar-16 1920 CP i5 Sfi 1.4/H/2— J Working tlays Apr-16 1920 CP 2916 to611/2016 40 Working d7y7 Aug-16 1920 N-CP I 28/161.8 2036 86 Working days sep-16 1920 N-CP 2816 to 8 2016 16 Woring ays I I U a x e uefe 2016 2116 103 3016 BWor Working d- "DOT Analysis-Schedule Phase RFI No.95 I 2/24/16 to 8/5116 103kdays 4 Abutment l 0rilled Shafts. 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Haydon's RsulyW-Strum n ays ase mems an mo ays ms(Phase Unlry UM Brkip(Kusa S( Base tie Dec HI14 tlay d......-Cv 5110-P ase a IonMattress Sept.S5 5121,ROSS 1 ay dor 1120-PM1ase l Beam Placement Nov6t0 J,2014) 1 am15 dayduration-<v 110-Phase l Gaill Mattruslan 2)w Fe 2,2016 dayduration-N;v 1 -P asel Beam a 19 Lo 23,201 I Fe 15 aav tlurationfD 1210-P aselGa ion Mattress Fe 15 to Mar 3, 1 N-CP=NON CRI—PATH ON day d-tio.-NCP 1120-Phase l Beam Paxmen[ 15 POA 1105CNEOUEES Mar-15 aay a�ntion-v 1210-Phase l Gabion Mattress Mar 14 to 31,101 1 CP=CRITICAL—H ON U—EO day d---N-CP 1110-P ase l Beam Pacement ,101 SCHEWLES 1 Apr15 dad.-- 110-P aselGa ion Mattress Apr 25 to May 3,OS tlaVdoration-N-cP 1120-PM1asel Beam Pacement Maylit.12,2015 I May-15 dayd-6.-CP 1210-PM1asel Ga Ian Mattress Mayl8 to 15,2 16 dayduration-N-CP 1110-P asel a n[lun 9 tol,0 191 da ,194 Da Care 9J Oa a i[ed u71 dayduration CP 1110-P aselGa Ran M- (J..lun l)b 24,616) daydurati- i 10-Phase l Beam Placemrent lunl 4026,201 1 u 15 1210-Phare f Ga Ion Mattress lu 8ta 15,2 6 dayd-11-N-CP1120-P ase ment Aug l0 1,015 1 35 Qday duntion-H{p 1210-P aselGa ion Mattress Ott]ta ll,015 dayduratian-N-Cv 110-P ase lBeam Pacement p1t02,2015 Oct-1 Odaytluntion-x{v 1210-P aselGa ion Mattress 0ct 30 to Npv 12,2015 1 —Yl. ..-NCP 12- ment pito, I Ail Al..67 id 2 1 5 I 1•Wi,a Gabbns sM-OWRa Actuals 1-PourC pRl 1 a N m nnN Ewn an Gra.{Nato,Wa WIBran e1-P tlrywat t ac ry m mt mi-61 m{n a orEm em PacM2 RCP ate Va ye ar Water n P fel-Pa ry—et w.11 P ue1- m epnp Praametr 1 F ea box PaetlnR Em n mem G, rya.C➢mpatt Nm M5P n ry W RC Plpe rcatmMt 9 CRW Ph— ype D Fm an tit 2 Cu Rp,p ase l-Bei{e Dec P.ur Start l&Sep-SS P xl-S Pour Start l2-Ott-1S axl-App,a 8a pour Start lS-OQ-15 1 xl-B RRa PWr rt20-0tt-IS En E-Nw15 1- W rya.Sa In Sf—Nw En 1SOec-15 1 DWR SUMMARY FOR CLAIM PERIOD (ACTUAL WORK PERFORMED) day labors work iitems used 1-Jan - - no work 2-Jan 7 12 no work(holliday traffic) 3-Jan - - no work(holliday traffic) 4-Jan - - no work(holliday traffic) 5-Jan 10 11 cleaning,setting gabions 6-Jan 6 11 installing gabions,clean up 7-Jan 6 11 installing gabions,inserting dowels 8-Jan 7 13 work on gabions,work on wall#2 9-Jan 6 11 work on gabions,TRE rail road truck 10-Jan - - no work-Saturday 11-Jan - - no work-Sunday 12-Jan 0 3 no work(inclement weather) 13-Jan 7 11 prepping sub grade for gabions wall,pumping water around creek, removing existing MCI (Verizon box) 14-Jan 8 13 work on gabions,working on new ground box 15-Jan 9 15 placing concrete for gabions, pumpinf excess water 16-Jan 8 15 placing concrete for cap#2 17-Jan - - no work-Saturday 18-Jan - - no work-Sunday 19-Jan 10 13 placing form for abutment#1.excavating and hauling dirt,wrecking form for bent#2. 20-Jan 8 15 put reinforcement and pouring concrete for back wall and wing wall (abutment#1),excavating and hauling dirts 21-Jan 8 13 removing and installing forms, 22-Jan 0 13 no work(rainy weather) 23-Jan 0 12 no work(too wet) 24-Jan - - no work-Saturday 25-Jan - - no work-Sunday 26-Jan 7 13 install reinforcement for abutment#6 cap, place form for back wall,placing ring for manhole 27-Jan 11 13 placing low profileconcrete barrier on Precinct line and Trinity, pour concrete for abutment#6 28-Jan 11 13 place low profile concrete barrier south Trinity, place forms for footing 29-Jan 11 13 placing reinforcement for footing,excavating and grading on precinct line. 30-Jan 11 15 placing fomsfor headwall, excavation and grading on Precinct line. 31-Jan - - no work-Saturday Page XI I I day labors work items used 1-Feb - no work-Sunday 2-Feb 15 22 placinf forms and reinforcement, install temp.fence,excavating on Precinct 3-Feb 11 15 pour concrete for wingwall, installing temp.fence, placing gabions, grading wrecking forms, removong soil, removing excisting traffic lights, 4-Feb 17 33 placing gabions, phase II placing barricades for traffic shift from west end to east end (Buyers Barricades), placing drums and get Trinity ready to switch traffic 5-Feb 20 22 placing gabios, removing existing fence 6-Feb 7 15 phase II placing low profile concrete barrier on W/B Trinity and Precinct line, placing gabions, placing concrete for riprap 7-Feb - - no work-Saturday 8-Feb - - no work-Sunday 9-Feb 9 16 phase II placing barricades,signs east to west Trinity&north Precinct, placing gabions, removing trees and bushes 10-Feb 12 18 placing gabions,channel excavation,grading, placing Tapping Sleeve, Pressur Wash 11-Feb 11 17 Phase II backfill the Tapping sleeve, placing gabions,subgrading for natural Walker Branch Channel, removing trees and bushes 12-Feb 12 17 Placing PVC water pipe, placing gabions,embankment TY B in front of BlackDog, placing sediment 13-Feb 9 16 lowering the water line based on RFI#39. embankment placing, placing gabions 14-Feb - no work-Saturday 15-Feb - no work-Sunday 16-Feb 2 0 no work(sever weather condition) 17-Feb 9 15 placing gabions, air drying subgrade 18-Feb 9 15 placing gabions, backfilling for installed RCP, excavating for installing RCP, removing sod for sidewalk 19-Feb 10 15 placing gabions, placing concrete for sidewalk on Precinct, removing already installed RCP 20-Feb 10 15 placing gabions,removing sod for placing sidewalk,formwork for sidewalk,reinstallation RCP 21-Feb - no work-Saturday 22-Feb - - no work-Sunday 23-Feb 0 0 no work(sever weather condition) 24-Feb 0 0 no work(sever weather condition) 25-Feb 0 0 no work(sever weather condition) 26-Feb 0 0 no work(sever weather condition) 27-Feb 0 0 no work(sever weather condition) 28-Feb - - no work-Saturday day labors work items used 1-Mar - - no work-Sunday 2-Mar 0 0 no work(sever weather condition) 3-Mar 0 0 no work(sever weather condition) 4-Mar 0 0 no work(sever weather condition) 5-Mar - - no work(sever weather condition) 6-Mar 4 5 pumping water in various locations 7-Mar - - no work-Saturday 8-Mar - - no work-Sunday 9-Mar 0 0 no work(sever weather condition) 10-Mar 17 15 placing gabions,drying embankment, placing form for sidewalk Precinct line 11-Mar 11 14 placing concrete for gabions,formwork for sidewalk, placing concretefor water line 12-Mar 7 14 placing concrete for side walk,installation water pipe,gabions, installing fence 13-Mar 9 14 installing water pipe,placing gabions,cutting and restoring Lhoist driveway 14-Mar - - no work-Saturday 15-Mar - - no work-Sunday 16-Mar 12 15 placing gabions,drying embankment,placing waterline(phase 1), installing gate valve 17-Mar 9 15 placing gabions(phase 1),air drying embankment,subgrading for 12" waterline 18-Mar working on fence (all operation shut down due to chance of rain) 19-Mar 9 17 placing gabions, installingwater line (east side of Precinct line) 20-Mar 9 15 no worc-(due to rain) 21-Mar no work-Saturday 22-Mar no work-Sunday 23-Mar 0 10 pumping water(rainy weather) 24-Mar 13 21 placing gabions,air drying embankment, installing water line 25-Mar 11 15 installing water line(east Precinct line, phase II),subgrading for gabions basket, air drying embankment 26-Mar 11 15 installing water line(Trinity), placing gabions 27-Mar 10 15 installing water line, placing gabions,embankment grading(precinct line) 28-Mar - - no work-Saturday 29-Mar - - no work-Sunday 30-Mar 15 15 installing water line, placing gabions,placing embankment material 31-Mar 12 16 installing water line, placing gabions,working on embankment(N/B Precinct line) day used tabors work items 1-Apr 10 10 imstallation of waterline at N/B Precinct Line; installing gabions 2-Apr 10 13 phase II preparing right of way for construction, placing gabions 3-Apr 10 14 installing water line, placing gabions, 4-Apr - - no work-Saturday 5-Apr - - no work-Sunday 6-Apr 8 8 placing gabions 7-Apr 8 12 placing gabions, embankment work on Precinct Line 8-Apr 8 12 placing gabons,cut-grade for embankment 9-Apr 8 0 no worc-(due to rain) 10-Apr 8 0 no worc-(due to rain) 11-Apr - - no work-Saturday 12-Apr - - no work-Sunday 13-Apr 0 0 no work-(due to rain) 14-Apr 6 6 placing 24" RCP, 15-Apr 6 6 installing gate valve for the waterline installing water line, placing temporary warm seed, placing of erosion 16-Apr 6 17 blanket 17-Apr 10 12 placing bottom of inlet B-11 18-Apr - - no work-Saturday 19-Apr - - no work-Sunday placing embankment for detour and pavement transition at south 20-Apr 6 15 side of Precinct Line,excavation for installation of headwall placing embankment for detour and pavement transition at south 21-Apr 6 16 side of Precinct Line,excavation for installation of headwall placing retaining wall, installing silt fence at Precinct Line,continue 22-Apr 12 16 placing embankment 23-Apr 6 10 pumping out the water,placing RC pipe at W/B Trinity 24-Apr - - no work-(due to rain) 25-Apr - no work-Saturday 26-Apr - - no work-Sunday 27-Apr - - no work-(due to rain) 28-Apr 0 0 no work-(due to rain) 29-Apr 6 11 pumping out the water, placing RCP placing retaining wall phase t, balancing subgarde for construction 30-Aprl 81 141 detour at N/B Precinct Line, placing barricades,excavating for trench � tt day used labors work items placing retaining wall phase 1, removing concrete and asphalt 1-May 9 12 pavement fro driveway at N/B Precinct Line, 2-May no work-Saturday 3-May no work-Sunday 4-May 8 13 placing retaining wall, placing lime at N/Bprecinct Line, placing retaining wall, placing lime at N/Bprecinct Line, installing 5-May 8 13 fence 6-May 0 6 pumping out water phase I placing retaining wall,phase I preparing subgrade for lime at 7-May 6 11 S/B Precinct line 8-May - - no work-(due to rain) 9-May - no work-Saturday 10-May - - no work-Sunday 11-May - - no work-(due to rain) 12-May 9 171 no work-(due to rain) 13-May 9 17 placing retaining wall,rolling in LTS onN/B Precinct Line 14-May 4 12 pumping out water compaction of lime at SE corner of intersection,placing retatining 15-May 8 17 wall 16-May - - no work-Saturday 17-May - - no work-Sunday relocating and installing fence, pumping out water, phase I final 18-May 9 11 grading placing retaining wall and backfill, plcing Flex base and balance grading at N/B Precinct Line,water line bust,preparing ROW for curb 19-May 9 151 and gutter 20-May 9 14 placing retaining wall,obtaining grade for HMACP on Precinct Line 21-May 9 0 no work-(due to rain) 22-May 6 8 pumping water, rolling flex bae 23-May - - nowork-Saturday 24-May - - no work-Sunday 25-May - - Holiday 26-May 6 0 pumping out water pumping out water,placing forms, placing concrete for drop inlet, 27-May 6 9 footing pad at N/B Precinct Line pumping out water, placing forms and tie-steel for drop inlet,wall at 28-May 6 9 N/Bprecinct Line 29-May - - no work-(due-to rain) 30-Mayl- - no work-Saturday Offidal site of the City of Fort Worth,Texas CITY COUNCIL AGENDA FdRTI OR` 11 COUNCIL ACTION: Approved on 12/4/2018 REFERENCE ** 20PRECINCT LINE ROAD DATE: 12/4/2018 NO.: C-28940 LOG NAME: CHANGE ORDERS CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Approve and Authorize Execution of Change Order Nos. 38, 43, and 45-51 for the Construction of Precinct Line Road from State Highway 10 to Concho Trail and Walker Branch Bridge with the Texas Department of Transportation and Authorize Payment in the Amount of$476,647.08 for the Funding of these Change Orders (COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the approval and execution of Change Order Nos. 38, 43, and 45-51 for the construction of Precinct Line Road from State Highway 10 to Concho Trail and Walker Branch Bridge; and 2. Authorize payment of these change orders to Texas Department of Transportation in the amount of$476,647.08 under Local Transportation Project Advance Funding Agreements for the projects (City Secretary Contract No. 44743), and revising the total City contribution to $4,071,258.21 (City Project Nos. 00105 and 00147). ' DISCUSSION: The 2004 Bond Program provided funding for improvements to widen Precinct Line Road from two- lanes to four-lanes from State Highway 10 to Concho Trail including a new four lane bridge over Walker Branch and intersection improvements at Trinity Boulevard. This project includes reconstructed travel lanes, left and right turn lanes, storm drain improvements, sidewalks, railroad crossing, bridge and traffic signal improvements. Under these change orders, TxDOT's contractor, Haydon Building Corp, will be compensated for temporary pavement quantity overruns, and delay claims resulting from franchise utility conflicts and constructability issues with the design plans. These claims consist of 3 months of additional barricades, signs, and traffic handling, water service, material price escalations, and standby equipment costs. These items affected the critical construction path and prevented the contractor from continuing construction in an efficient manner. TxDOT and the contractor engaged in a mediation process to arrive at a settlement for the expenses associated with these unanticipated delays. An additional 90 working days will be added to the contract. Staff considers the cost for this change order to be fair and reasonable for the proposed roadway construction. Previous M&Cs approved by City Council for the Walker Branch Bridge Project (City Project No. 00105): C-20868, 7/26/05; C-26154, 3/19/13; and C-27891, 8/30/16, and administratively approved change orders for this project authorized total payments to TxDOT in the amount of $626,403.47. This change order will authorize payment to TxDOT in the amount of$424,578.94 for Change Order Nos. 38, and 47 - 51. Previous M&Cs approved by City Council for the Precinct Line Road Project (City Project No. 00147): C-26154, 3/19/13; and C-27830, 8/2/16, and administratively approved change orders for this project authorized total payments to TxDOT in the amount of$2,898,207.66. The Water Department also paid TxDOT the amount $70,000.00 for Change Order No. 12 (M&C C-28093, 1/31/17). This change order will authorize payment to TxDOT in the amount of$52,068.14 for Change Order Nos. 43, 45, and 46. The total payment to TxDOT for both projects is $476,647.08 and increases the City contribution to $4,071,258.21. The overall City project budget is $4,296,974.05 for Precinct Line Road (City Project No. 00147) and $1,292,000.45 for the Walker Branch Bridge (City Project No. 00105). The total project budget is $17,357,207.50 and includes federal participation of$7,249,075.00, state participation of $1,790,158.00, and Tarrant County participation of$2,729,000.00. The completion of this project will have no significant impact on the general fund operating budget. Construction was substantially complete in July 2017. Funding for these change orders is being provided from the 2004 Capital Improvement Program. The project is in COUNCIL DISTRICT 5. This contract will be with a governmental entity, state agency or public institution of higher education: (Texas Department of Transportation TxDOT). FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations, funds are available, as appropriated in the current capital budget of the Street Improvements Fund and the Street Improvements Supplemental Fund. TO Fund Department Account Project Program Activity Budget Reference# Amount ID I ID Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference# Amount ID I ID Year (Chartfield 2) Submitted for City Manager's Office by Susan Alanis (8180) Originating Department Head: Steve Cooke (5134) Additional Information Contact: Steve Cooke (5134) ATTACHMENTS