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Ordinance No. 16,072 ORDINANCE NO. 16,072 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, AUTHORIZING DEDUCTIVE CHANGE ORDER NO. 2 WITH LUCAS CONSTRUCTION COMPANY, INC, FOR THE RECONSTRUCTION OF NARCILLE STREET AND BAY OAKS HARBOR PROJECT, DECREASING THE CONTRACT AMOUNT BY THREE HUNDRED THIRTY- THREE THOUSAND SIX HUNDRED TWENTY-NINE AND 00100 DOLLARS ($333,629.00); AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS: Section 1: That the City Council does hereby authorize Deductive Change Order No. 2 with Lucas Construction Company, Inc., for the Reconstruction of Narcille Street and Bay Oaks Harbor Project, decreasing the contract amount by THREE HUNDRED THIRTY-THREE THOUSAND SIX HUNDRED TWENTY-NINE AND 00 100 DOLLARS ($333,629.00). A copy of said change order is attached hereto, marked Exhibit "A" and made a part hereof for all intents and purposes. Section 2: This ordinance shall take effect immediately from and after its passage by the City Council of the City of Baytown. INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the City of Baytown this the 13`I' day of February, 2025. CA'AkLEA JOH 1§077MYor TEST: sY 4�Y;�6ti�Y r�G�e6pOer°eaeo c?,�;�;, 0 ANG • JACKSO ' �tl�C*kV. �. ✓, eee eB S-T e°eoeo APPROVED S FOR _ SCOTT L ND, City Attorney Riordinances and Resolutions'.Ordinance Drafts 2025-13-02\Authorizing Deductive Change Order No. 2"Narcille St and Bay Oaks Harbor Project kh.docx EXHIBIT nArr CITY OF BAYTOWN PUBLIC WORKS&ENGINEERING 2123 Market St. Igy Baytown,Texas 77520 BMTOWN CHANGE ORDER Reconstruction Project Narcille and Bay Oaks Harbor Date of Issuance: 1 10.2025 Change Order No.: 2 Contractor: Lucas Construction Co.Inc. CoB Project No.: RDWY 1904 Designer: BBI/ARKK/COB P.O.No.: 2313578 Contract#4250160 Explanation: This change order encompasses the following: The purpose of this change order is to facilitate the closeout of the Bay Oaks Harbor Reconstruction CIP Project. The majority of the items listed below were put into the contract to cover potential overruns in construction quantities and to minimize the likelihood of change orders.Following the field verification of the 2020 construction survey,it was determined that the quantities and items specified below were overestimated.Numerous items were identified as unnecessary as the project advanced. Additionally,various properties were developed,and driveways were incorporated into the quantities as required. Bid Tab Part I Items: (Item 1.4)Temporary mailbox on 4x4 wood post and wood skids,complete in place. (Item 1.9)Stabilized construction access. (Item 1.14)Install tree protection fence. (Item 1.16)Install zero curb cutback (Item 1.19)Remove and dispose of existing pavement (Item 1.2)Remove and dispose of existing driveways (Item 1.22)Remove and dispose of concrete curb (Item 1.27)6"Concrete curb (Item 1.28)Reinforced concrete driveway 6-inch thick (Item 1.29)4 inch thick sidewalk (Item 1.39)Trench safety (Item 1.47)Furnish and install fire hydrant assembly at all depths including FH lead,6"GV&B and tee (Item 1.49)Hand dig water tap& lead,fire hydrant or fittings (Item 1.56)Off duty uniformed police officer (Item 1.57)Furnish and install well pointing systems (Item 1.58)Furnish and install reinforced filter fabric fence (Item 1.59)Cement stabilized sand (Item 1.6)Furnish extra borrow as directed by engineer (Item 1.61)Extra machine excavation as directed by engineer (Item 1.62)Extra hand excavation as directed by engineer (Item 1.63)Hand removal of sidewalk in vicinty of trees as directed by engineer Construction 1 of 5 D16 Revised 9 2023 Bid Tab Part II Items: (Item 2.2)Miscellaneous allowance for use by city for general construction items (Item 2.6)Inlet protection barrier for erosion control (Item 2.11)Reinforced concrete pavement 6-inch (Item 2.12)4x 12 Concrete laydown curb (Item 2.14)Remove&replace existing 6-inch concrete driveway (Item 2.17)Remove and dispose existing storm sewers,less than or equal to 30-inch diameter (Item 2.23)PVC yard drain pipe(2%4"),including fittings and appurtenances (Item 2.24)Trench safety system for all water mains,sanitary sewers and storm sewers greater than 5-fee deep (Item 2.25)6"PVC C-900(DR 18)waterline by open cut or augered construction with restrained joints,all depths (Item 2.26) 12" Split steel casing installed on conflict structures,including spacers and end seals (Item 2.27)Long side water service replacement,includes min 1-inch polyethylene tubing (Item 2.3)Adjust existing valve,meter box or cleanout to grade (Item 2.31)4 6"sanitary service reconnections(by excavation)all depths inludes 8"of service line and cleanout at property line (Item 2.32)Additional length of service line beyond the 8"service line all depths (Item 2.34)Extra 1.5 sack of cement per cubic yard added to 6-inch reinforced concrete pavement(coal of 7.0 sack/cubic yard) (Item 2.35)Install extra cement stabilized sand backfill (Item 2.36)Short side service replacement includes min V polyethylene tubing (Item 2.37)Additional water service line tubing (Item 2.38)Relocate existing water meter and meter box (Item 2.39)Well pointing for storm sewer all sizes all depths including all necessary appurtenances (Item 2.4)Wet condition bedding for 30-inch RCP and smaller storm sewer and utility installation,all depths (Item 2.41)Wet condition bedding for manhold,junction manhole,conflict junction manhole construction (Item 2.42)Solid sheet shoring system for storm sewer,all sizes,all depths (Item 2.43)Installation and removal of piezometers (Item 2.44)Brace,support and protect utility structures as per utility company's requirements (Item 2.45)Borrow material BID TAB PART III ITEMS: (Item 3.2)Miscellaneous allowance for use by city for general construction items as directed by engineer (Item 3.5)Block sodding (Item 3.11)4x 12 Concrete laydown curb (Item 3.21)Trench safety system for all water mains,sanitary sewers and storm sewers,greater than 5-feet deep (Item 3.24)Adjust existing fire hydrant to grade (Item 3.27)Install extra cement stabilized sand backfill (Item 3.28)Long side water service replacement,includes min 1-inch ployethylele tubing (Item 3.29)4" 6"Sanitary service reconnections(by excavation),all depths,includes 8-inch of service line and cleanout at property line (Item 3.3)Adjust Relocate existing valve,meter box or cleanouts (Item 3.31)Additional water service line tubing (Item 3.32)Well pointing for storm sewer all sizes all depths including all necessary appurtenances (Item 3.33)Wet condition bedding for 30"RCP and smaller storm sewer and utility installation,all depths, consisting of 12"crushed stone foundation (Item 3.34)Wet condition beddine for manhole,iunction manhole,conflict function manhold construction,all sizes, Construction 2 of 5 D16 Revised 9 2023 Description of Work Cost Time 1. (Item 1.4)Temporary mailbox on 4x4 wood post and wood skids $ (5,400.00) Days 2. (Item 1.9)Stabilized construction access $ (3,000.00) Days 3. (Item 1.1)Install tree protection fence $ (1,750.00) Days 4. (Item 1.16)Install zero curb cutback $ (2,000.00) Days 5. (Item 1.19)Remove and dispose of existing pavement $ (1,440.00) Days 6. (Item 1.2)Remove and dispose of existing driveways $ 4,200.00 Days 7. (Item 1.22)Remove and dispose of concrete curb $ (125.00) Days 8. (Item 1.27) 6"Concrete curb $ (2,660.00) Days 9. (Item 1.28)Reinforced concrete driveway 6-inch thick $ (340.00) Days 10. (Item 1.29)4-inch thick sidewalk $ (200.00) Days 11. (Item 1.39)Trench safety $ (160.00) Days 12. (Item 1.47)Furnish and install fire hydrant assembly at all depths including FH lead,6"GV&B and tee $ 9,000.00 Days 13. (Item 1.49)Hand dig water tap&lead,fire hydrant of fittings $ (4,000.00) Days 14. (Item 1.56)Off duty uniformed police officer $ (3,500.00) Days 15. (Item 1.57)Furnish and install well pointing systems $ (3,675.00) Days 16. (Item 1.58)Furnish and install reinforced filter fabric fence $ (294.00) Days 17. (Item 1.59)Cement stabilized sand $ (1,750.00) Days 18. (Item 1.6)Furnish extra borrow as directed by engineer $ (1,800.00) Days 19. (Item 1.61)Extra machine excavation as directed by engineer $ (2,000.00) Days 20. (Item 1.62)Extra hand excavation as directed by engineer $ (810.00) Days 21. (Item 1.63)Hand removal of sidewalk in vicinity of trees as directed by engineer $ (4,400.00) Days 22. (Item 2.2)Miscellaneous allowance for use by city for general construction Items $ (50,000.00) Days 23. (Item 2.6)linlet protection barrier for erosion control $ (1,000.00) Days 24. (Item 2.11)Reinforced concrete pavement 6-inch $ (2,880.00) Days 25. (Item 2.12)4x12 concrete laydown curb $ (749.00) Days 26. (Item 2.14)Remove and replace existing 6-inch concrete driveway $ (13,200.00) Days 27. (Item 2.17)Remove and dispose existing storm sewers,less than or equal to 30"diameter $ (720.00) Days 28. (Item 2.23)PVC yard drain pipe(2"4"),including fittings and appurtenances $ (1,000.00) Days 29. (Item 2.24)Trench safety system for all water mains,sanitary sewers and storm sewers,greater then 5-feet deep $ (1,418.00) Days 30. (Item 2.25)6"PVC C-900(DR 18)waterline by open cut or augered construction with restrained joints,all depths $ (780.00) Days 31. (Item 2.26) 12"split steel casing installed on conflict structures, including spacers and end seals $ (1,200.00) Days Construction 3 of 5 D 16 Revised 9 2023 32. (Item 2.27)Long side water service replacement,includes min 1-inch polethylene tubing $ (9,000.00) Days 33. (Item 2.3)Adjust existing valve,meter box or cleanout to grade $ (12,000.00) Days 34. (Item 2.31)4"6"santtary service reconnections(by excavation)all depths includes 8"of service line and cleanout to property line $ (16,000.00) Days 35. (Item 2.32)Additional length of service line beyone the 8"service line all depths $ (7,760.00) Days 36. (Item 2.34)Extra 1.5 sack of cement per cuic yard added to 6-inch reinforced concrete pavement(total of 7.0 sack/cubic yard) $ (160.00) Days 37. (Item 2.35)Install extra cement stabilized sand backfill $ (9,000.00) Days (Item 2.36)Short side service replacement includes min I" 38. polyethylene tubing $ (1,600.00) Days 39. (Item 2.37)Additional water service line tubing $ 475.00 Days 40. (Item 2 38)Relocated existing water meter and meter box $ 3,750.00 Days 41. (Item 2 39)Well pointing for storm sewer all sizes all depths including all necessary appurtenances $ (6,000.00) Days 42. (Item 2.4)Wet condition bedding for 30"RCP and smaller storm sewer and utility installation,all depths $ (3,000.00) Days 43. (Item 2.41)Wet condition bedding for manhole,junction manhole, conflict junction manhole construction,all sizes,all depths $ (5,000.00) Days 44. (Item 2.42)Solid sheet shoring system for storm sewer,all sizes,all depths $ (1,600.00) Days 45. (Item 2.43)Installation and removal of piezometers $ (400.00) Days 46. (Item 2.44)Brace,support and protect utility structures as per utility company requirements $ (1,000.00) Days 47. (Item 2 45)Borrow material $ (2,000.00) Days 48. (Item 3 2)Miscellaneous allowance for use by City for general construction items as directed by engineer $ (50,000.00) Days 49. (Item 3.5)Block sodding $ (560.00) Days 50. (Item 3.11)4x 12 concrete laydown curb $ (245.00) Days 51. (Item 3.21)Trench safety system for all water mains,sanitary sewers and storm sewers,greater than 5-feet deep $ (158.00) Days 52. (Item 3.24)Adjust existing fire hydrant to grade $ (6,000.00) Days 53 (Item 3.27)Install extra cement stabilized sand backfill $ (5,220.00) Days 54. (Item 3.28)Long side water service replacement,includes min I-inch polyethylene tubing $ (33,000.00) Days 55. (Item 3.29)4"6"sanitary service reconnections(by excavation),all depths,includes 8-inch of service line an cleanout at propery line $ (6,400.00) Days 56. (Item 3.3)Adjust/relocate existing valve,meter box or cleanouts $ (46,400.00) Days 57. (Item 3.31)Additional water service line tubing $ (300.00) Days 58. (Item 3.32)Well pointing for storm sewer all sizes all depths including all necessary appurtenances $ (6,000.00) Days 59. (Item 3.33)Wwet condtton bedding for 30"RCP and smaller storm sewer and utility installation,all depths,consisting of 12"crushed stone foundation $ (3,000.00) Days 60. (Item 3.34)Wwet condition bedding for manhole,junction manhole, conflict junction manhole construction,all sizes,all depths $ (5,000.00) Days 61. (Item 3.35)Solid sheet shoring system for storm sewer,all sizes,all depths $ (1,600.00) Days Construction 4 of 5 D 16 Revised 9 2023 62. (Item 3.36)linstallation and removal of piezometers $ (400.00) Days Please attach back-up documentation Cost&Time Change Summary Cost Time Original Contract: $ 5,999,999.99 450 Days Previous Change Order(s): $ - 3 Days Contract prior to this change order: $ 5,999,999.99 Days Net increase(decrease)from this change order 5 (333,629.00) Days Revised Contract: $ 5,666,370.99 453 Days Percent increase(decrease)this Change Order 5.56% Percent increase(decrease)all Change Orders 5.56% RECOMMENDED: RECOMMENDED: By: 9,44 (.v"* Date:` 1/27/2025 _ By,Wj/,fDr FOS, P.E. Date: 1-29-25 Design Engineer ARKK Frank Simoncaux,Jr. Director of Public Works&EngineeunY AC CEP D' FINANCE APPROVAL _ By: Date: t 27/2025 B Date: 3 y Con ctor Teresa McKenzie,Chie mancial Officer RECQMME ED: APPROVED: By: I OW Date: 1/27/2025 By Date: Project Manager Jason E Reynolds,Cih Manager VE By: Date: 1/27/2025 Business Asset Team Member 'Contractor agrees to perform changes)included in this Change Order for the price and time indicated The prices for changes included all costs associated with this Change Order No work is to be done until this change order is executed No payment to the Contractor(or Consultant)shall be made for work included in the change order until the Contractors pay estimate is updated Revise the project plans and specifications as referenced and insofar as the original project drawings and specifications are inconsistent this Change Order governs Upon execution b)all parties.the following changes identified for the contract%alue and or contract time shown,are made pan of the contract RECOMMENDED: By: I Date: 1/27/2025 Design Engineer-Binklcy&Barfield RECOMMENDED: By: Date: 01/27/2025 Design Engineer-COB Construction 5 of 5 D16 Revised 9 2023 CONSTRUCTION CO INC. December 10,2024 City of Baytown 2123 Market St Baytown,TX 77520 Attn:Ms.Danielle Cain Re: City of Baytown 2020 Reconstruction Project Narcille and Bay Oaks Harbor—Change Order Proposal No.2—Closeout Change Order Dear Ms.Cain, Lucas Construction Company,Inc. proposes to provide labor,materials,supervision, layout, equipment and insurance necessary to make the following changes to the above referenced project: g% S ct J 8 8 8 8 8 8 8 8 8 8. 8 8 8 8 8 8 8 8 8 8 o I g� m _ _ 8 8 8 8 8 8 8 8 8 8 8 8 8 $ 8 8 $ 8 s 8 8 A c 8 8 8 8 8 8 8 8 8 8 8 8 a 8 8 8 a 8 8 8 8 8 8 r � F ° � I e f s > S m � W 6@ 7t i° S ag a ppd W N • � �a C y e � �p Y� c4 � � a p� �P ° � � y$ Eg 6 3 lay7 C e yi m m 6 L 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 8 8 8 8 m m m 8 8 8 8 8 8 8 8 8 8 81 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 8 s R + 8 R � i 8 5 8 $ R 8 i s - _ 1 W N 1N 11 1 t 1W W N U W W W U 8 F 7 - G a e a 91 A s � 9 g . E ` ' 3 ' 9 a o io .1 A �5 e u Q 8 R X 8 R X L! - a r _: 4 4 ; ; ; ; ; ■ ; ;_ ; : : � ■ a ■ a | 9 e s a , a 88. ■ , a ■ ; � ! k | � � ! � � |§ § § 2 § k § , § ■ s & k s s e , ■ s s a a s a a £ a s . a § ■ ! § § n § § § § |. # ! § ! a i ; | ■ , ■ ; } k k | \ 2 k | § . § - ! n n ■ a / n - a | a E | k ! ! Ez k � ! ! ) ! ! ! � 2 | |! | ■ is 2 ! ! Le ! ! ! ! !` | $ k rx$ �| , .z . < � ; ` � �. R ■ � !! !, ! ! _ � _ , ■ . ; ! � ■ ! ■ Net change to current contract amount=($333,629.00) Proposed Current Contract Amount=$5,666,370.99 Please call me at 832-671-2374 or Willis Lucas at 281-316-9990 with any questions or concerns. Additional days requested:0 Sincerely, Pmm* Jimmy McGinnis Vice President Lucas Construction Company, Inc.