The URL can be used to link to this page

Home My WebLink AboutContract 63334-AR1CSC No. 63334-AR1 Foa_ T�W�o�xTHW City of Fort Worth Construction Allowance Request Project Namel Keller Hicks Phase 2 -Park Vista to Lauren Way City Sec # 1 63334 Uuenr rru � ,J 103276 Project Keller Hicks Phase 2 -Park Vista to Lauren Way -Roadway, Drainage, Utility, Illumination and Traffic Improvements Description Contractorl McClendon Construction Company, Inc. I CA #I 1 I Datel 8/26/2025 amity Project Mgr.I Mitch Alton I City Inspector) Buddy Phillips UNIT or DEPT Original Contract Amount Extras to Date Credits to Date Current Contract Amount Amount of Proposed Allocation Original Allowance Available to Allocation Allowance Funds Previously Allocated Revised Allowance Balance Unit I, III - CFW $9,703,337.45 Unit II - Water $910,370.55 I Totals $10,613,708.00 $9,703,337.45 $910,370.55 $10,613,708.00 $39 000.00 $0.00 $0.00 $0.00 $39 000.00 $950,000.00 $50,000.00 $1,000,000.00 $0.00 $911,000.00 $50,000.00 $0.00 $0.00 $961,000.00 JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Proposed Storm Drain B-1 has two waterline conflicts for the 4" and 8" waterline crossing Keller Hicks to the new development at 4562 Keller Hicks. The contractor can lower both waterlines to make them clear of the proposed storm drain. The water department wants to keep the 4" and 8" waterlines connected to the existing 12" waterline on the North side of Keller Hicks instead of the new 12" waterline on the south side because of the large pressure difference between the two waterlines. The contractor has proposed to do the 4" Waterline lowering for $19,000.00/EA and the 12" Waterline lowering $20,000/EA. On CSC#53482, a 4" waterline was lowered for $19,680.00, and a 12" Waterline was lowered for $20,553.00/EA. Staff deems the price reasonable. It is understood and agreed that the acceptance of this Construction Allowance Request by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Construction Allowance Request. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. McClendon Construction Company, Inc. I Justin Blair 202513:5144 CDT) 108/28/25 Date Project and Contract Compliance Manager �r1b► 08/28/25 p1,,�,po!Ae3R2o2s,,�6-„r�� 08/28/25 Program Manager Date Senior Capital Project Officer Date 4 10* 09/02/25 'JL_� 'I-J— 09/04/25 Date Director, Contracting Department (Dept) Date 09/08/25 09/08/25 Assistant City Attorney J& 09/09/25 JAssistant City Manager 09/12/25 ATTEST: qao �nnp v'� oeo ��9d0 Jannette Goodall, City Secretary Oda nEooSQQ.d OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Construction Allowance SUMMARY Page 1 of 4 FORT WORTH® City of Fort Worth —��— Construction Allowance Additions Project Name I Keller Hicks Phase 2 -Park Vista to Lauren Wav pity Sec # I ti3334 I Client Project # 1 103276 1 Contractorl McClendon Construction Company, Inc. 1 PM1 Mitch Aiton Inspectorl Buddy Phillips Construction Allowance Submittal # ate I 8/2612U25 I ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total 1-143C 3305.0001 4" Waterline Lowering Unit 1, III - CFW 1.0000 EA $19,000.00 $19,000.001 1-143D 3305.0003 8" Waterline Lowering Unit 1,111- CFW 1.0000 EA $20,000.00 $20,000.001 Unit I, III - CFW Unit II - Water Total Additions $39,000.001 $0.001 $0.001 $0.001 Construction Allowance Additions Page 2 of 4 FORT WORTH, City of Fort Worth Construction Allowance Value Project Name I Keller Hicks Phase 2 -Park Vista to Lauren Wav I City Sec # I 63334 I Client Project # 1 103276 1 Contractor McClendon Construction Company, Inc. I PMJ Mitch Aiton I Inspector) Buddy Phillips Construction Allowance Submittal # 0 Date 1 8/26/2025 1 CONSTRUCTION ALLOWANCE VALUE BEING USED ITEM DESCRIPTION Qty Unit Unit Cost Total 1-16 9999.0000 Construction Allowance 0.041053 LS $950,000.00 $39,000.00 Construction Allowance Value 3of4 M/SBE for this Construction Allowance Request M/SBE Sub I Type of Service F Amount for this CAR /A N/A N/A Total $0.00 I Previous Construction Allowance Requests CAR # DATE AMOUNT Total 1 $0.00 I Construction Allowance MSBE Data Page 4 of 4 McCLENDON CONSTRUCTION CO., INC. Burleson, Texas 76097 (817) 295-0066 Fax (817) 295-6796 August 20, 2025 City of Fort Worth, Attn: Mitch Aiton Re: CPN 103276 — Keller Hicks Parkway Water Line Lowering's — RFI 4 Mitch, Below is the price for water line lowering as described in RFI #4. Item Description Quantity Units Unit Price Total Price 8" Water Line Lowering 1 Ea $20,000.00 $20,000.00 4" Water Line Lowering 1 Ea $19,000.00 $19,000.00 Total $39,000.00 We request 4 CD be added to our contract to complete this work. Respectfully, Justin Blair 705 700 695 a 690 a� m 6 ?: B s 685 — a �C3 A-,g 680 S11 6 PROP. DRAINAGE EASEMENT;., n ICI#JI �\ CULV B {KHRD STA. 0.03' LT 10 6 RCB / 50-B] STA. 1+00.00 :E SHEETMI // BEGIN SO-B1 ALIGNMENT �0-Bl STA 1+03.32 I REVISIONS- g ! Ixa Q DA2E � �Vh" \� FREESE 80 1 errytreet, ChSSalle 00 28 FartWorth, TX 75102 X o , q : ' -' �'• r®,NICNOLS Phaae_,61T17B -73DD Web-www reese.com PLAN LEGEND - Dp, ROLy KHRD STA. 41+30.00. 17.50' FIT CONSTRUCT: 10' TYPE 2 INLET LT _ ' _ — -_- ,0__ ', ______________ --------- , O + � -----1,. R 9----- EXISTING GROUND CO O NTOURS (1 INTERVAL) —690— PROPOSED GROUND CONTOURS (1' INTERVAL) 1DO-YR FLOOD CONCRETE RIPRAP IS") _I 121 RCN- - EXIST. ROW --� -- CL KELLER 2 f __ HICKS RD (L SD-LINE-Bl 48 RCP 00 b -� 4yy ~ Un LLI Z PROTECTION STONE RIPRAP (12.) NOTES: 1. ALL PROPOSED RCP TO BE CLASS III UNLESS NOTED OTHERWISE IN PROFILE. 2. CONTRACTOR TO CONFIRM UTILITY LOCATION PRIOR TO EXCAVATION. SD-B1 STA 2+34.20 _ _ INSTALL 48°z21 60 WYE - / // f / fl J+[ b R Dn �_�_�_�_�__ KHRD STA 41+�� 21 8 50 LT= \ SD B 1 STA 1+97 63 INSTALL 11 - -48 IS REND -_-- \ LAT-B1 ]fi `-PROP. ROW 69, 69, PROP. DRAINAGE EASEMENT SD-LINE-B 1 297 LF PROP. 48" RCP I EXIST. 6' SS I O 100=62.22 CFS O_op�=63. CFS TO REMAIN O ]00=63.84 CF5 �4}ROV=e01. e7 CIS v- n Pc _. _. ,.. I r 0 PROV=101.57 CFS _ O PROV= O PROV= CULVERT B 4- 't RCB V 100=5.I SF-0.20% (SEE SHEET 1121 III Tel -figx� 675 - m _ - �� W -1+00 OM . ER. .n21e12 0x. Da..,1.202. 0-32:33 Al rr `� EXIST. 8" n Z^ AND 4• WLm zmm II v 1 II JI LL w W N 3. CONCRETE PIPE COLLARS SHALL BE CONSTRUCTED AT ALL 3H0 - U PROPOSED PIPE TO EXISTING PIPE CONNECTIONS. AT ALL CONCRETE PIPE SIZE CHANGES, AT ALL VPPS AND AT ALL — I- CONCRETE PIPE )DINTS WITH MORE THAN HALF PIPE TONGUE -'--- - _ Q EXPOSURE PIPE COLLARS ARE CONSIDERED SUBSIDIARY TO FzFz.. _ OTHER DRAINAGE ITEMS. D� 4. FACTORY FABRICATED 45' OR 60° WYES SHALL BE t — INSTALLED AT ALL PIPE CONNECTIONS. ALL PIPE BENDS SHALL RE STANDARD 15°, 30°, 45°, OR 60° FACTORY O FABRICATED BENDS. 1 N Ld 5. ALL CONTROL POINTS ARE TO BACK OF CURB UNLESS ib uu Is NOTED OTHERWISE, ALL LATERAL LEADS SHALL BE A MINIMUM 21° DIAMETER ,,. \, AND ALL CURB INLET DEPTH SHALL BE 4.5', UNLESS NOTED OTHERWISE. oEIAiTY� �, 1', 0 10_20' 40' 7. ALL BOX CULVERTS SHALL BE CAST IN PLACE. ti �1N i ? I •�" ,e`I, O O HORIZONTAL FLO D 0 2_4' SCALE B' _ i r <G.. +'e�''• (' VERTICAL SCALE PROFILE LEGEND ,IHe�s�o"�pp�•2 ---------- EXISTING GROUND @ SD 4 PROPOSED GROUND @ SO Q Z --•—•• 100-YR HGL Tmes Re8lelxeE E�iNInnNgfim, F-2,a4 FQ -(- --_- ]10 - --� CONSTRUCTION NOTES a c. mcFmxinNOALL ncruv°ese% i�eEu voxslR E%ucnr� cnL[,mfi� ru8 caaearvA nrORMATIONA. THER vwoaro E%C Y nov. ---- "'--� ___ --" ----- ` --0-- 705 M ecrrosklsr,uovxDEaeaouw FA TUsAT Da caNncvovsro TxE - v4ni a' F' srters ArvzowNATE u+D RAseD on nFoasucloNEvams N THDR. asas sun: uxueac..M ALu111 TxIuI I A".11. NDEasxn[L—DE O+ 1%A TING AT A OCA F Eo[Lon'mG.ATLRAST.Nxouas _._ _----_----_ ._•.--_—_ '--• roar woxnl wATEx uerr.-.lel.0 ovEx,.Tw.vs nn ,czame B,RTWOR HTA w .,,E292a,aN 700 A 0 1DM,. ATMDseu[acv ,naz,a 1EUE w 2I1„N __— — T.0 IccoarEvnvE ALART 11111 A N Lu HORIZONTAL & VERTICAL CONTROL L? _ O 100--55.90 CF5 __ -- -- - - J 695 Walu Evs ea >b vnin -fi a.i a"F;°�� x viisa tr+� Q 10 101.5IF CF5 V 100=4.45 IF = Lcv,D, eLev ,2,u aev n2a, aEv nxel acv.,m.e G aKMDOw91C/TY rxwECr klo)114a�AurSCO No 11L 11ma� o Q 690 CITY OF FORT WORTH, TEXAS - PROP. 8• PVC ss --- - _ TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING 685 & CAPITAL PROJECTS DIVISION O KELLER HICKS ROAD (PARK VISTA BLVD TO LAUREN WAY) m m 68o STORM DRAIN LINE B 1 U e PLAN AND PROFILE x o, BEGINNING TO STA. 4+00 W LL nl LL 1_ a II a 675 SIGNED: CSF SCA_512E DATE: I I I 4+00 DDERAWN: ZLG 1"�20' 12/1012024 121 I FORTWORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Keller Hicks Ph 2 CA #1 M&C: N/A CPN: 103276 CSO: 63334 DOC#: N/A Date: 8/26/2025 To: Name Department Initials Date Out 1. Jessica Rodriguez TPW - Review 4� 08/28/25 2. Mitch Alton TPW - Signature 08/28/25 3. Justin Blair McClendon - Signature 4Z 08/28/25 4. Buddy Phillips - Inspector TPW - Signature "If 08/28/25 5. Raul Lopez TPW - Signature e� 09/02/25 6. Lissette Acevedo TPW — Signature C�v 09/04/25 7. Patricia L Wadsack TPW — Signature PLC 09/08/25 8. Lauren Prieur TPW — Signature 09/08/25 9. Doug Black Legal — Signature 09/09/25 10. Jesica McEachern CMO — Signature o 09/12/25 11. Jannette Goodall CSO - Signature ' 09/12/25 12. TPW Contracts CC: Program Manager, Sr. CPO, TPW BSPAP Recon Team, TPW Records Room, TPW Contracts DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, Jay will review and take the next steps. NEEDS TO BE NOTARIZED: [—]YES ❑No RUSH: ❑YES ®No SAME DAY: ❑YES ®No NEXT DAY: []YES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ Attach Signature, Initial and Notary Tabs ❑ As Requested ® For Your Information ® Signature/Routing and or Recording ® Comment ❑ File Return To: Please notify TPWContracts(dfortworthtexas.Lyov for pickup when complete. Call ext. 7233 or ext. 8363 with questions. Thank you!