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Home My WebLink AboutR2023-152 2023-06-26RESOLUTION NO. R2023-152 A Resolution of the City Council of the City of Pearland, Texas, amending a professional services contract with DEC (formerly Dannenbaum Engineering Corp.) associated with the Smith Ranch Road Widening Project, in the additional amount of $165,335.00 (total contract of $1,614,057.65). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain amended contract for professional services associated with the Smith Ranch Road Widening Project, a copy of which is attached hereto as Exhibit “A” and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest an amended contract for professional services associated with the Smith Ranch Road Widening Project. PASSED, APPROVED and ADOPTED this the 26th day of June, A.D., 2023. _________________________________ J. KEVIN COLE MAYORATTEST: ________________________________ FRANCES AGUILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: ________________________________ DARRIN M. COKER CITY ATTORNEY DocuSign Envelope ID: 9D94D508-A547-441B-9DB0-19DDC1E248FB CITY OF PEARLAND PROJECTS DEPARTMENT 2?I6 Old Alvin Rd. Penrlanil,rem 1150i penrlnndur.gov/pruicuir Professional Services Contract Amendment Smith Ranch Road Widening Date of Issuance:Max24 2013 Amendment No:Q Consultant:DECDEE.Col’Prnject Nu:T111501 PO91:2017410000547 Exglunntion:This change order encompasses the following:Contract Aniendrneni 5 is for the remaining work to finalize the acquisition and design orrhe Smith Ranch Road Widening project.It also includes bid and construction phase services that were not previously included in the scope of services for DECorp (fomially Dannenbaum Engineers).The ioial rdr lhis conrraei Amendment #4 is $165,335.00. Des:2 an nI'Work Cost Time l.Addition level ofeITonforROW acquisition (lump sum)5 61360.00 0 Days 2.The design ofa tempurary driveway for JC Penney access during construction,design of Wooten Rd. intersection,re-design ofSmiIh Ranch Rd 2,BDD4 access driveway and Sluugh cmssing,revisiuns to Argovitz pond and derail sheets as required by EDD4 (lump sum)3 53 545.00 0 Days 3.Revised Drainage Impact and Mitigation Repon (lump sum)3 22 550.00 0 Days 4.Bid Phase and Construction Phasc services (hourly not to exceed)3 17 570.00 0 Days 5.Reirnhursahles 0 200.00 0 Days Please attach back-ug documentation Cost &Time Change sununag:M Time Original Contract:0 l 367 040.05 Days Previous Amcndment(s):s 00 882.00 Days Contract prior to this Amendment:is l 440 722.65 Days Finance Approval:Date:FiniuiceACCEPTED‘APPROVED:By:‘Dale:530 3 By:Daie:T7ownerDesign1onD6.Revised 6/!o Exhibit - ADocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C6/27/2023 | 8:46 AM CDT6/27/2023 | 10:57 AM CDT ‘Ccnsuham agreec In psrrunn:hdngc(i)mcludcd m ?u:Cummct Amendment {hr lhc yum:And uma mdmmcd 'H\c pnces for uhunge»mmded 41!cm: mam wnh nusComm nAmemlmenl V0 wmk |s m be done mmmmAmemxmmL u cxcculcd Nu paymcm to me<‘,nmuImn:shall he made for wmk mcludcd m rim Amendment unu:thw An\:ndmcnL us executed Upon exeu|lmx|by .|I panics,Illr wlmving changes inlcnli?ed Inr meConmm value and/nr (nnh'>1LI Timc shown.are made par!nhhr Cuurrarv. Design 2 uf2 D6.Re?ned 6'16 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C srnitn Ranch Road Change order No.4 (Revised) on,Final Roadway Design,Drainage Impact Report Date:May,2023 Task!FC [30 R glut 0fWay Ac;Ins R15-ntufWuy Acquisil/an (Axxume June -May 2022) Row Administration/coordination including coordination with property owners,city or Pearland and TXDOT and other tasks as follows: Olfers and counteroffcrsy Final closings and offers. Negotiation assistance with the city orPearland, Change in property status, Deed language coordination, coordination with 3"‘parties including propeny owners, City of Peat-land/Project coordination meeting attendance, Property status summary updates,and Coordination with the design side. VVVVVVVVV This work includes coordination with suheonsultants and review of appraisals.review appraisals,title closings,and negotiation assislance with the city ofPear|andv Task 2 EC160 Final Roadway Design Controls JC remrey Temporary Driveway This work included the coordination and development of the temporary driveway to provide wntinual access fur parcel 2 throughout construction Phase 2A Work includes; coordination Meetings with the property managers and JC Pcnncy’s representatives Development or cxhibits for presentation at the coordination meetings and approval by stakeholders (2 Exhibits) Field review ofsitc and detennination ofimpacls to vegetation and infrastructure. Geometric design of entrance using our Geopak geometry and Autatum programs Review or cxisling propeny owners drawings for irrigation and water supply and adjustment ofthe design accordingly. Development of ID revised plan sheets including 2.Phase 1B,1 —Phase 21;.l— Construction sequence,1 Demolition,I Layout,1 Rdway MP,1 -SW31’,1 signing — Relocation of signage and sidewalks/cross walkscreationofatemporaryconstructioneasementRevisedquantitiesandcostsReviewofsiakelwalde?s property purchase agreement/descriptionPAGE1 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C smith Ranch Road change order no.4 (Revised) night ofway Acquisition,rinal Roadway nesign,nrainage Impael lteporr Date:May,2023 WmnlenRoad Entrance This wot-k includes development nranentrance to meet wooten Road being developed for the new Buccee's.This road will connect Smith Ranch Road with the SH 288 frontage road and will be 3 lanes wide.The work includes: -coordinating with auccee's engineer for schematic layout orWooten Road. I Revisions to the entrance including new radii’s.curb locations,pavement widths,offsets, and notes using our copak geometric design program. Adjust the median openings to line up with smith Ranch Road 2 Check criteria for revised tum lanes Revise quantities and costs Adjust Drainage Plan,Utility Plan and sw3r to re?ect revised design Smllh Ranch Road I This work includes revising Smith Ranch Road 2 from I to 3 lanes to meet a new classi?cation of the roadway as requested by the city.This includes aligning the intersection with the new Wooten Road.Since the ROW is less than the required ROW for the new classi?cation,the new road must transition hack to the existing cartway.presently at 12 feet.Work includes: -Revising the roadway geometry to 3 lanes with a transition rronr3 lanes to the existing canway ofl lane. 0 Revise the drainage to include a change from ditches to inlets and pipes.Includes new ?anking inlets on smith Ranch Road 2,150 If.of new drainpipe and one new and one relocated manhole.Includes drainage design backup for the new inlets and pipes runs. Revise prometo meet existing grade with new alignment. Revise ditches Io ?aw into inlets along the new alignment. 0 Revise lateral at Station 39+El)to include new inlets and manholes on Smith Ranch Road 2. I Revise Smith Ranch Road 2,Plan and Profile to reflect new design including radii .widths, lengths,and notes. -Revise signing and Pavement Marking plan to include additional striping. -Includes revising the Drainage,Utility and SWP3 plans. Drainage Dixtricl (DD)lAL'L'f.’sADriveway and Hiclmry slough Crossing This work includes addingan additional driveway to provide access for DD4 equipment to llickory slough at Smith Ranch Road station 3z+o9,Rt.This work also includes adding an access direction work includes:-Designing the new driveway to the south of the slough including geometry,otrsets,newcurbreturns.radii and notes.-Adding a new outlet pipe for the ditch adjacent to Smith Ranch Road and north of theproposeddriveway.Includes drainage calculations ofpipe and outlet.FAGE 2 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C smith Ranch Road change order Na.4 (Revised) Right nf way Acquisition,Final Roadway nesign,nrainage impart Report Date:May,2023 -Adding a 20 ft.wide embankment adjacent to Smith Ranch Road to allow for a crossing of the slough.Includes adjusting the lateral design at Lateral 7 including embankment. manhole and pipe extension..periorrning drainage design for new 36-inch pipe extension.manhole and slough inlet..Eliminate guardrail and adjust quantities adjacent Io smith Ranch Road to the west orthe proposed new slough crossing..Adjust quantities and costs. Add new driveway to Utility Plans,Drainage Plans and SWP3 Plansr Adjust Cross Sections between Stations 31450 to 38+-50 (6 cross sections) Argnvitz Ptmrl Kip Rup Itertisitms This work involves revising the rip rap to match the current wingwall design at the inlet to the 10 x 10 box culverl and endwallr work includes: a Revisions to the Drainage and Argovitz Outfall Detail Plans. e Quantitiesand costs. Drainagt Dislricl 4 Detail Sheets This work includes the compilation and addilion ofthe Drainage District 4 detail sheets to the ?nal plan set.Totals 3 plan sheets and general notes. Task 3 E3;161 Dr nage Imgacl Regan Addendum 2,Drainage Inlpucl Analysis uml Miligutitm Repu?(20!7; This work involves updating the loo-year storm Io Atlas [4 requirements.work includes:.Performed a check run or the XPSWMM model with Atlas 14 precipitation criteria to analyze if the pond ovenops with smith Ranch Road proposed drainage.The l00—yr. model was the same as used in the original 2017 approved repon. Adding of charts and figures to justiry the analysis results..Summarizingthe revised water surface elevation (Wse|)in the pond and adjoining Nodes efthe drainage system of smith Ranch Road. Prepared 2-page addendum. Prepared summary letter to TxDOT for their review and concurrence. Task 4 QFC351 Assist in Bidd g Construction Phase and CMT Services Request for lnromrationWorkincludesanswering contractor‘:questions during the bidding phase.This involvessupplyingtheanswerwithlimitedsupportcalculations/investigations.PAGE3 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C Smith Ranch Road Change Order No.a (Revised) Rlghl of Way Acquisition,Final Roadway Design,nrainage Impact Report Date‘May,1023 limited Cunxlruclion Phase Serviczs Request for Information The work includes answering contractor's qucstions ll?crthe award.This involves supplying me answet with iliniied support calculations /investigations, Review H/Shtl?Drawings The work includes reviewing and approving submitted shop drawings fur Various pmject submilml rcquiieinems. PAGE 4 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970F-BB9EB3FF054C DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970E-BB9EB3FF054C Smith Banc, Bond Change Order 4/4 Pea r(and, Trans Right of Way Ad in n) st cab on and Support, Final Drsi>•:r1, and Bidding A CTS Services May, 2[423 Scope Section Factored Labor Rates 1S Per Hour) Projeel Monagor ROW A drnin)s tea1.,.' Project Engineer FIT C'ADD 13esigner Admit' Seppart I Sheet Count Sub -Total {Illanhot'rs) 'Pota1 by S 265.00 5 193.00 S 155.00 5 110.00 5 135.50 5 55.00 Task 1.0 (PC 130) Right of WHy Acquisition 2.5:1 .-...--.----__-_-____Y— 42' ROW Admm=_caliell:Ccordinallolt (Jun -17>r, 24122) Si): 326 S 61,760.00 0 $ - Suhlota'. SIr 25[1 ., 0 42 0 3251 S ((IA.:: il[] SUBTOTAL HOURS 3.. 250 0 0 2 42 Il :120 SUBTOTAL DESIGN FEE f S 9,540.00 5 48,250.00 S - S - 5 - S :5,5711-1411 5 01,3(111,11{1 2.0 )FC 160} Final Design 1` 1C Penn nes Ternpntany ])rivcrs;n• 12 6[1 27 32 ] ] 131 0 21,570.111 1 S Woolen Roadway E:,tr01100 4 24 I6 12 •i 50 5 5555::.00 Smith Ranch Road 2 t? 45 16 24 4 3 '13 32 S 15.'.45.00 DIN Access Driveway anti Sicus h Cressi ntr 'i 1 35 5 7[1 '1 18 S 5 13,490.00 RinR an.7,nisi:MS .4anril. Pcnii/]lr;ns Seolinns (10 8 21 5 3,265.00 1]174 []alai) Sheets ± 6 3 7 $ 95.4.00 ❑ F Sablala 34 0 173 65 70:1 11 5'H: 5 63,6,40.1(11 SUBTOTAl. E1OCR.S :i4 Ii I73 09 1111] 11 300 Si]BTOTAI, ISF.SIG6 FEE 5 5,510,00 5 - 0 41,145,011 .S 21,9'75.00 5 2h 511[1,[15 S 5 63,645.00 S0 (Fc 161) 319 -Ail -mgr. impart Report 14 60 Addendum 2 Drainage Impact Anal).as and Mitioalica ]teoor1 (2017) 41 24 149 .ii 72.5600(1 Subtotal 14 0 60 e] 24 [i n 149 5 22,500.00 S SUBTOTAL 1101114S SUBTOTAL DESIGN FEE id y :1,715.55 r [] $ - 0:1 $ 15,11111.00 •Vi 7.4 0 Il 139 5 10,105.011 5 6,760.00 5 - S - 5 22,560.00 4.0 IOU 135}Assist in Bidding, ConsnVcti011 Phase and COST Sena Con Ass ist in the lBirEd in Pre CFAs 1 R Ropes: for lnfor laiicn 3 4 3 li 5(1 .5.240 (V.1 Limited Cools] MC ti m, Phase Scrviees RVII rail fee iJ6rrnelio:, :3 12 ., 1 24 4,050.00 Review' of Shop 11rawings 5 24 12 0 1 50 6.2.50.1:[) L SobloUl H. 0 74 20 17 2 1] 11:-: S 17.571:.[::1 SUBTOTAL HOURS11 0 54 20 17 2 5 1:15510] 1(I_ SUBTOTAL DESIGN STE S 2,`115.00 S - 5 14,3111.55 b 5,305,[3[1 1 4,5140.014 S 17,570.00 nth cr Ili ere 1 Costs .. .. ...... .... C !Tics/ F 207.00 DocuSign Envelope ID: 47EE67C5-55F7-4BDC-970E-BB9EB3FF054C Smith Ranch Road Change Order µ4 Pea ii and, Texas Right orWay Ad in i,tJ xfralion and Su pp orf, Final Design, and Biddi, g & CPS Srcviccs May, 2023 Scope Sec li Ink Factored 'Labor Rotes (S Per Hour) Prnjcct III onager ROW Admi nixtrrll or Project F.ngin cer FIT CA Till Designer Admin Support Shccl Corral Sub -Total (Manhonrs) Total lay S 205.00 S 193.00 5 105.00 5 110.071 5 135.00 5 A5.00 Task S S 2011.00 SEhtotal SUBTOTAL IIOURS 95 250 247 144 ]4] 44 5G] 5 5t:lI7'O7'AI.DESIGN FEE 5 20,175.00 5 48,250.00 5 53.095.00 S 110,Aa0.00 S 15,030.50 S 3,745.00 :ti 165,335,00 TCITAI. PROJECT COST $ 165,335.00