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HomeMy WebLinkAboutContract 60984-A1CSC No. 60984-A1 AMENDMENT No . 1 TO CITY SECRETARY CONTRACT No. 60984 WHEREAS, the City of Fort Worth (CITY) and Pape -Dawson Consulting Engineers, LLC, (ENGINEER) made and entered into City Secretary Contract No. 60984, (the CONTRACT) which was authorized by M&C 23-1027 on the 28th day of November, 2023 in the amount of $ 391,035.00; and WHEREAS, the CONTRACT involves engineering services for the following project: Water and Sanitary Sewer Replacement Contract, 2023 WSM-G, CPN 104919; and WHEREAS, it has become necessary to execute Amendment No. 1 to the CONTRACT to include an increased scope of work and revised fee. NOW THEREFORE, CITY and ENGINEER, acting herein by and through their duly authorized representatives, enter into the following agreement, which amends the CONTRACT: 1. Article I of the CONTRACT is amended to include the additional engineering services specified in proposal attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $25,010.00 (Water: $0.00; Sewer: $25,010.00) 2. Article II of the CONTRACT is amended to provide for an increase in the fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall be an amount of $416,045.00. OFFICIAL RECORD 3. CITY SECRETARY FT. WORTH, TX All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect. City of Fort Worth, Texas Water and Sanitary Sewer Replacement Contract, 2023 WSM-G Prof Services Agreement Amendment Template CPN 104919 Revision Date: 12/08/2023 Page 1 of 2 EXECUTED and EFFECTIVE as designated Assistant City Manager. APPROVED: City of Fort Worth i Jesica McEachern Assistant City Manager 05/04/2025 DATE: pF F�RT�ad ATTEST: Jannette Goodall City Secretary APPROVAL RECOMMENDED: Christopher Hader (Apr 24, 2025 09:53 CDT) Christopher Harder, P.E. Director, Water Department Contract Compliance Manager: of the date subscribed by the City's ENGINEER Pape -Dawson Consulting Engineers, LLC Randy Haney, PE, CFM, PMP Associate Vice President DATE: April 16, 2025 By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. I W t4kU_/I,�1". Lawrence Hamilton, P.E. Senior Professional Engineer M&C No.#: N/A APPROVED AS TO FORM AND LEGALITY: Douglas Black (Apr 24, 2025 14:49 CDT) Douglas W. Black Sr. Assistant City Attorney City of Fort Worth, Texas Prof Services Agreement Amendment Template Revision Date: 12/08/2023 Page 2 of 2 M&C Date: N/A Form 1295: N/A Water and Sanitary Semler Replacement Contract, 2023 WSM-G CPN 104919 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX PAPE-DAWSON ENGINEERS February 25, 2025 Mr. Lawrence Hamilton, P.E. Senior Professional Engineer City of Fort Worth Water Department 908 Monroe Street Fort Worth, TX 76102 Re: Water/Sanitary Sewer Rehabilitation, Contract WSM-G — Amendment #1 Job No. 70413-00 Additional Services Request No. 1 (Amendment #1) Dear Mr. Hamilton: Pape -Dawson Engineers proposes to revise the scope of services based on the attached scope of additional services for the additional amount of $25,010. The items included in Amendment #1 are related to the alternate alignment for SS L-6345 and the extension of SS L-8180 and SS L-6464, resulting in 1,265 LF of additional SS installation. Summary of Contract Fee Original Contract Amount $391,035 Requested Amendment #1 $25,010 Contract to Date $416,045 Note: Any professional opinions or recommendations related to our scope of work shall be provided in written format on Pape -Dawson letterhead and not solely expressed verbally in meetings or as part of any demonstrative presentation or email discussions. A budget increase of $25,010 is the estimated cost of Pape-Dawson's current understanding of the additional services identified above. If you have questions or if I may be of further assistance, please contact me at 214-420-8494. Sincerely, Pape -Dawson Consulting Engineers, LLC Randy Haney, P.E., CFM, PMP Associate Vice President Attachments: Attachment A — Scope of Services Attachment B — LOE Attachment C — SS L-6345 Exhibit Attachment D — SS L-6464 Exhibit Attachment E — SS L-8180 Exhibit Marketing\Proposals\Letters\2025\02\250225a1 (P0999-25) DALASRI 70413-OO.docx telephone: 214.420-8494 address: 6205 TENNYSON PARKWAY, SUITE 210 PLANO, TX 75024 website: PAPE-DAWSON.COM Texos Engineering Firm #470 Texas Surveying Firm #10028800 FJPAPS-DAWSON ENGINEERS City of Fort Worth Water/Sanitary Sewer Rehabilitation, Contract WSM-G — Amendment #1 SCOPE OF SERVICES I. PRELIMINARY DESIGN (TASK 3) 3.1 The ENGINEER shall produce plan and profile sheets to be included in the preliminary design submittal for the additional 975 linear feet installed for the SS L-6345 realignment, the additional 255 linear feet installed for the SS L-6464 extension, and the additional 35 linear feet installed for the SS L-8180 extension. II. FINAL DESIGN (TASK 4) 4.1 The ENGINEER shall produce plan and profile sheets to be included in the final design submittal for the additional 975 linear feet installed for the SS L-6345 realignment, the additional 255 linear feet installed for the SS L-6464 extension, and the additional 35 linear feet installed for the SS L-8180 extension. III. BID PHASE SERVICES (TASK 5) 5.2 The ENGINEER shall provide bid phase services for the additional 975 linear feet installed for the SS L-6345 realignment, the additional 255 linear feet installed for the SS L-6464 extension, and the additional 35 linear feet installed for the SS L-8180 extension. IV. CONSTRUCTION PHASE SERVICES (TASK 6) 6.2 The ENGINEER shall provide construction phase services for the additional 975 linear feet installed for SS L-6345, the additional 255 linear feet installed for SS L-6464, and the additional 35 linear feet installed for the SS L-8180 extension. V. SURVEY (TASK 8) 8.1 The ENGINEER shall collect an additional 1,000 linear feet of survey and topographic data along Westdale Drive for the SS L-6345 realignment and the SS L-6464 extension. telephone: 214.420-8444 address: 6205 TENNYSON PARKWAY, SUITE 210 PLANO, TX 75024 website: PAPS-DAWSON.COM Texos Engineering Firm #470 Texas Surveying Firm #10028800 Attachment E Water and Sanitary Sewer Replacements Contract WSM-G, Amendment #' Cft Project No. 104919 Task Description Rate Task No. Vice President $350 Project Managper 0 S Project Engineer $160 Laborlhoursl EIT $130 Designer $140 RPLS Survey Tech Survey Crew Administrative Total Labor Cost Subconsultant Exoens< Subconsultant MBE/SBE Non- MBE/SBE Reproduction Travel Expenses Total Expense Cost Task Sub Total 3.0 Preliminary Desy�n (60 Percentl s Amendment 1: ree (3) additional oreliminary design n drawin 0 4 8 18 24 0 0 0 0 8120 0 0 0 0 8.12 4 8 18 24 8 120 4.0 Final Design 0 41 Amendment 1: Three 3 additional final desi n drawin 4 8 10 16 0 0 0 0 5960 0 0 0 0 5960 4 8 10 16 $5,960 5.0 Bid Phase 0 s Amendment 1: Three 3 additional final bid drawin 1 1 2 4 0 0 0 0 $1,265 0 0 0 0 1,26 1 1 2 4 1 265 6.0 Construction Phase Services 0 s z Amendment 1: Three 3 additional record drawing:1 1 1 2 4 0 0 0 0 $1.265 so so 0 0 1,26 1 2 4 1 265 8.0 % s Amendment 1: Additional 1.000 linear feet of suave, 0 0 0 0 0 0 0 0 0 0 8 000 0 0 0 8,000 8,00 $0 5 8.000 00 Original Contracil Amendmenil 0 Totalsl $273.640 109 900.00 0.00 2 000.00 0.00 111 900 385 540 10 18 32 48 0 0 0 0 16 610 8 000.00 0.00 0.00 0.00 $8,005 $24,610 290 250 $117,900.00 $0.00 $2,000.05 $0.00 $119,900 $410,150 Water and Sewer Desiqn Breakdown Water Sanitary Sewer LF % $ LF % $ Original Contmc 6,621.00 48.4% $189,271.35 7,058.00 51.6% $201,763.65 Amendment#1 0.00 0.0% $ - 1,265.00 100.0% $ 25,010.00 TOTAL 6,621.00 $ 189,271.35 8,323.00 $ 226,773.65 Project Summer Original Contract Amendment#1 Total Total Cost Total Hours 1,579 108 1,687 Total Labor $273,640 $16,610 $290,250 $ 391,035.00 Total Expense $111,900 $8,000 $119,900 $ 25,010.00 MWBE Subconsultant $109,900 $8,000 $117,900 $ 416,045.00 Non-MWBE Subconsultam $0 $0 $0 5% Sub Markup $5,495.00 $400.00 $5,895 MWBE Participation 28.1% 32.0% 28.3% Total Project Cost $391,035 $25,010 $416,045 a ff ' �Duulac ! • '°,p \\�" ' 'y"r F�''' - Rp �lg 4 � 63� ♦� I's �* Oq - \ < � A8•. 64/ `�. 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EX 6" L-6345 FL 688.85 (OUT) I s' EXISTING CLEANOUT TO BE a, REPLACED WITH MH l.D ,••- EXISTING MH TO BE REPLACED Qom,��pp CI'DC7i•Z119d3 _ _ _ _ EX 6" L-6345 FL 681.51 p G MW LT?1�➢C13 ICJaC`I ilTIS➢d? 4; ." � p' "a'` ' - EX 6" L-6345 FL 676.08 (IN) PROPOSED MH AT EX 6" L-6345 FL 681.25 (IN) EXISTING MH TO BE REPLACED EXISTING HORIZONTAL & EX 8" L-6101 FL 676.08 (IN) _ L EX 6" L-6345 FL 688.57 (IN) +VERTICAL DEFLECTION = = EX 8" L-6101 FL 676.08 (OUT) - rl EX 6" L-6345 FL 688.57 (OUT) U �'m SURVEYED EXISTING 15' U.E. X-09656 6 - EX%16" D.I. X-09656 PROPOSED MH WL CROSSING CLEANOUT 2/9/2000) (911311999)� w�x=° WLCROSSING m PROP 8" L-6345 tj EX—6 mow' PROPOSED MH PROPOSED MH Notes: 1. Asterisks denote flow lines obtained from survey. E 2. All other flow lines shown were obtained from record drawings. 3. All existing cleanouts shown are approximate unless otherwise noted. I U Legend • Existing Cleanout • Proposed SS Manhole o Existing SS Manhole Proposed Sanitary Sewer — Existing Sanitary Sewer Proposed Water Line — Existing Water Line H Proposed Water Valve Y •Existing Water Valve . Proposed Water Meter Existing Water Meter } Proposed Fire Hydrant W •Existing Fire Hydrant L-6345 Option 2 R— Existing Storm Drain 4 m ••• Easement Line „$ Parcel Road Right-of-way 53 _ LL 1 yJ1i1rIC ��rK% 1EEd1WN1kEi1b-i uzuuL SO CROSSING PROP 8" L-6345 . • - • • - I , . 18 LF PVC TO RE-ROUTE FLOW pROPOSED MH U FE FROM L-6126 TO FOR OPTION 3 > h m ABANDON 395 LF L-6345 YI ro o w X EX 6" CONCRETE SS L-6126 WITH �- OPTIONS 2 & 34 PROPES, PXYWS J 4320 LANARKAVE ZED a3,1 �� PELS•WILLIAMA 431]LANARK AVE COCHRAN, THOMAS CROSTHWAIT, Y, WILLOIML 432, LANARKAVE EUGENETEST ILGLADE'RD .! 4313LANARK AVE DIVINCENZO, IRENE 430R LANARK AVE PRICER, ANTHONY RAY 130/ SOUTH DR WELDON, STEPHEN L 4300 LANARKAVE WL CROSSING f I '��"I Il jll • PROPOSED MH J Z _ O ILL � ABANDON 220 LF OF I EX 8" CONCRETE SS L-6101 WITH -�l °j� �� ,y / — LL LID O OPTIONS 2 & 3 ' \ } M 4�0 J J PROPOSED MH TO I� RE-ROUTE FLOW FROM L-6101 TO L-6345 I m W el W Cn,^ V! 9p I o:eE 70413-00 ---� \ - Jan 2025 0 �c 100 IEIIGIER RMS RA AMA Feet CHECKED RKH E 1 inch = 100 feet HSS-4 ai 0 EXISTING MH TO BE REPLACED C•L�,dt'U�LJ *EX 6" L-6464 FL 686.21 (IN) o� *EX 6" L-6464 FL 6�86.18 (OUT) - )� 1 (� o la3alunnT / 0 C� n n nO� •.^/� ��� CEO n PROPOSED MH Notes: 1. Asterisks denote flow lines obtained from survey. 2. All other flow lines shown were obtained from record drawings. 3. All existing cleanouts shown are approximate unless otherwise noted. ^ • U Legend • Existing Cleanout Proposed SS Manhole o Existing SS Manhole I•Proposed Sanitary Sewer I — Existing Sanitary Sewer iiiiiiii,Proposed Water Line — Existing Water Line H Proposed Water Valve E • Existing Water Valve • Proposed Water Meter Existing Water Meter * Proposed Fire Hydrant e • Existing Fire Hydrant parcel $ — Existing Storm Drain m � N y - WXn �\'J" WL CROSSING 6p.6Q r .. • , J c OP 8. �,. bj4 EX6 O6&bA Q 255 LF �31211�g6A1 �^ END SS L-6464 ��,p p �bm L REPLACEMENT / HOOPER MIDCHAEL WHEELTER, EELIERRET 62„41NMAN CT EXISTING MH TO REMAIN (INSTIL 2011) • *EX 6" L-6464 FL 674.79 (DROP TOP -IN) *EX 6" L-6464 FL 655.34 (DROP BOTTOM -IN) "EX 18" S-16631 FL 652.14 (IN) "EX 18" S-16631 FL 652.14 (OUT) EXISTING MH TO REMAIN (INSTIL 2011) TV *EX 6" L-6464 FL 675.20 (OUT) 1 1 \ `%ANW6 PROPOSED MH An, EXISTING MH TO BE REPLACED n �� EX 6" L-6464 FL 674.59 (IN) EX 6" L-6464 FL 674.59 (OUT) .. (L �C�• ,-fly' SQL• 7) O m � � WI -CROSSING THIS 115 LF ONLY NEEDED IF ALIGNMENT L-6345 ALT IS SELECTED N AS PREFERRED ALIGNMENTLU t I LU s 464 W A/ P BEGIN SS L-6464 PB,C•646 //ww k V REPLACEMENT % z p� W - m PROPOSED MH EXISTING CLEANOUT TO ONLY NEEDED IF BE REPLACED WITH MH ALIGNEMENT L-3645 /11 `EX 6" FL 690.20 ALT IS SELECTED AS GNMENT PREFE��RE,,D ALI C U • Q vi • Z ELLJ X P X-06345 O O W deg/ (8/1'11'962)T U • II.- 0 LU ILL O mom m°Ln IS J �_ U m fn a Cn W V/ (n U9656 Q %9/2000) 5 N 1C.N. 70413-00 Hare Feb 2025 0 60 DESIGNERRMS I___� o„A AMA Feet CHECKED RKH 1 inch = 60 feet e„ E SS-5 Source. Esri, Maxar. Earthsl r-�. * II� WlU•�:IauL.l]'.JL•i:ArIJ �+".. RM Ey. 9512311978 X-1p02 D B.�flQR s D m MEOW FRVE, STACI sWEAT CGS TEXAS LLC 4211315AAA 4233 BROOK 422TBROOK TREE DR ■ :1 . • £4 GOODWIN, JOHN 4225 BROOK TREE DR • 4209 CLEAR LAKE CIR a .w 105 LF PVC \— REMOVE AND REPLACE MH EX 6" L-8180 FL 662.40 (IN) EX 6" L-8179 FL 622.22 (IN) / EX 6" L-8179 FL 662.22 (OUT) Notes: 1. Asterisks denote flow lines obtained from survey. 2. All other flow lines shown were obtained from record drawings. 3. All existing cleanouts shown are approximate unless otherwise noted. wx� E m Legend D� • Existing Cleanout Proposed SS Manhole - Existing Sanitary SewerProposed Sanitary Sewer._- £ - Existing Water Line Proposed Water Line e Existing Water Valve H Proposed Water Valve - Existing Water Meter • Proposed Water Meter so Existing Fire Hydrant' �g * Proposed Fire Hydrant - Existing Storm Drain �$ Parcel z L1�II - � P1Ci�C•!Gl �� CaT3 �� � � �� ,-- I z • o n LU GW i sx 1 z a p Q z = LU ry E auk FROM, REMOVE EX MH EX 6" L-8180 FL 665.12 (OUT) v BEGIN SS L-8180 REPLACEMENT S1 (n - / D Ci fn z w o Z H PROPOSED MH X O O W U !� m / Z O� 2 Q O LL LU LU 0 O 00 J U J m � C�3 LU Cn No 70413-00 are Feb 2025 DESIGNERRMS DRA AMA Feet"oe EKEDED .1. 1 inch = 20 feet S-Er SS-12