Res 124-2006 9/19/2006 RESOLUTION NO. ���--� — v WO�p
RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE AN
AGREEMENT WITH URS CORPORATION TO PROVIDE
CONSTRUCTION QUALITY ASSURANCE TESTING AND RESIDENT
PROJECT REPRESENTATIVE (RPR) SERVICES IN CONJUNCTION
WITH THE ENTRANCE ROAD, TERMINAL PARKING, AND HANGER
AREA IMPROVEMENT PROJECT AT KICKAPOO DOWNTOWN
AIRPORT; FINDING AND DETERMINING THAT THE MEETING AT
WHICH THIS RESOLUTION WAS PASSED WAS OPEN TO THE
PUBLIC AS REQUIRED BY LAW.
WHEREAS, the City of Wichita Falls has awarded a contract for entrance road,
terminal parking, and hanger area improvements at Kickapoo Downtown Airport; and
WHEREAS, the City of Wichita Falls desires construction Quality Assurance
Testing and Resident Project Representative (RPR) services be performed in
conjunction with the above referenced project;
WHEREAS, Federal Aviation Administration will fund 95% of cost for these
services and sufficient Kickapoo Downtown Airport funds are available to fund the
additional 5% of the service agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF WICHITA FALLS, TEXAS, THAT:
SECTION 1. The City Manager is hereby authorized to execute the attached
agreement supplement with URS Corporation for construction Quality Assurance
Testing and Resident Project Representative (RPR) services in conjunction with the
entrance road, terminal parking, and hanger area improvement project at Kickapoo
Downtown Airport in the amount of $126,237.50.
SECTION 2. It is hereby officially found and determined that the meeting at
which this resolution was passed was open to the public as required by law.
PASSED AND APPROVED this the 19th day of September, 2006.
—�
MAYOR
ATTEST:
City Clerk
LUMP SUM WORK ORDER NO. 8 '
in acoordance with the Agreement for Professional Services between Ciri of WlchNa Falls ("C6enP'), ',.
and URS Comorntion ('URS'). a Nev�da corporation, dated March 16. 2006, this Work Order ,
describes the Services, Schedule, and Paymern Ca►diUons for URS Sarvic�s on the ProJect kncnvn as
RPR and Acceotance TesGnq Services _ ,
Client Authorizrd
Representative: MonfCa Motris. Airoarts Administrgtor
Address: 4515 Jadcsboro Hiahwav
Wichita Falis TX 76302
Telephone No.: (940) 76&1735
URS Author�ed '
RepresentatNe: RobeR (Tex) Schmidt PE, Senior Proiect Manader '
Address: 3010 LBJ Freeway. SuRe 1300
Dallas. TX 75234
Telephone No.: (9721406-6850
SERVICES. The Services shall be descAbed in Attachment A to this Work Order.
5CHEdULE. The Estimated Schedule shall be set forth m Attachmenl B to this Work Order. Because '
of the uncertainties inheront in ihe Services, Schedules are estimated arid are subject to revieion unless
otherwise speafically descnbed herein.
PAYMENT AND EQUI7ABLE AOJUSTMENTS, This is a Cost pius Fu�ed Fee Wak �rder. URS ;
compensadon and provisions for progress and final payments are specified in Attachment � to this Work ,
Order. Payment o(�_ is due upo� signature of Ihis Work Order and wip be appiied against the final
irnace for th�s Work Ordec URS shall give Client prampt wrftten notiee of unanticipated condibons or
condiUo�s which are materiaily diftereM irom those anticipated by URS at the time the compensation was
agreed upon. tf Client wishes URS to proceed, URS compensation shall be subject to equitabl� adustment
for such canditions. '
TERMS AND CON�ITIdNS. The tertns and condibons of the Agreement referenced above shall appiy to
this Work Order, except as e�qxessly modified herein.
ACCEPTANCE of the temu of this Work Order is acknowledged by the toCowing signatures of the
Author¢ed Represenla5ves.
CUENT UB�
SigneNre 51g^atue ��,:
Darron L City Manage� _ Michael Rosenfeld, V President ':
Typed NamelTilk Typed Namelfille � .
Dale orSignature Date o( Signeture
ATTACHMEi�tT A �����
SCOPF. OF WO[iK '
ADDI'I'iONAL YRO.IFCT SERViCES OF THE F;�iGi�F.ER
The I:NGINGER shali serve as thc CLIEN'C'S professional cansullani wich mgard to the WORK
f'or which diis VdORK ORDGR applies; and, Gvil! givc consultation and advice to the CL1�1�T duri�g the '
performance oF their serviccs. The WORK to which this ORnFR xppli�s is Resident I�roiec:t ',
Repreuntatiun (RPR) and Acceptance Testing Serviccs For the reconstructivn of thc tertninal arca parking '
lot, reconstruction vf the airport entrance roadway, eQnsCruction of security fcnce a�ad access gate in the I
terrninai artn� canstruction of T-}�angnr access ta�tiu�ays, and instpllation af an Automated 1Veather
ObservAtion System (A WOS).
The GNGtN�ER shall, in tf�e scape of �heir work, perform the following basic services far the
WORK: I
1. RkSIDENT PRpJECT REPRESE?v'TATI�N
A. GENLKAL ii
The Resident Yrojec! Kzprescntative (RPR) a� the Engin�er's agent, will act as directad by and under '
supc:rvisiun of tht F ngineer, and will conter with the Enginee� �tF;arding the i�PR's z+ctinns. The RPR's
de�3lings in rnatters perfni�in� to the on-site wurk shall in gcneral be only with the Engineer and the �
Contractor, keeping tt�e OwncrJSpnnsar ae�vised as necessary, and deolings w•ith tht subcontrackrrs
shaIi only be through or with the futt knowledge of the C�ntractur. Written communications with ehe
Owner,jSponsor wiil be only through or as direeted by tht �ngineer.
13. DU7'LES AND RESPOI�ISI[iII.1TIES OF THE RPR �
The I�YR shall: �
I. Eie ihoroughly familiar with the pluns and speciE'scation5 as they apply to tht work being
inspe.cted, and revie4v them frequently. 'I'he RAR must be cnpnblc of immediately i
recognizing if thc work conforms ta the contract rcyuireinenYS.
Z. Pravide full time serviccs at all tirnes the Contraetnr conducts activities on the consinrctivn
s4IE.
3. Serve as the Engineer's liaison widi the Contractor, 4vorking principalty tnrougFi the '
Cantractor's superintendent and assist in understanding thc intrnt of the Contract 1]ocurnents,
A-I
and assist Ihe Engincer in sarving as the 4wner's liaison wittt Yhe Contractvr partzcu(arty
when th� Contractur's o�eritiorvc affe�t thc Owmer's on-site operatia�u.
4. Review the progress schedule, samples :schcdule of Shop I)rawin� submitta[s and scheduIe of
values prepareci tsy the C.orEtraetor aod consult with the Engineer as tu the aa.cpcability c�f
such schedutas.
5. Act as the F,ngineers Liaison:
i) Attend/conduct me�:tin�;s �vith the F.ngincer, Ow�er and Contractor, �uch as Yre-
Construction CanFerences, progre,cs meetin�s, weekly eonstruction coordination
mrctings, .job conierrnces pnd othcr pr�jcct-related n.cetings, and rrepare and
circulate eci�iis of mi»utcs thcreof.
ii) assist in obtaining from lhe pwner additional details or informarini�, when required
for proper execution oCthe R'ork.
6. Collevt and transmic Sk�op Drawings and samples:
i} record date of receipt of Shop Drawings and samrles.
ii) mceive samples whicll are fumished nt the site by ihe Cantractor, and notify the
�ngiriecr of the availability vC sarttples fur examination.
iii) aclvise the �;ngii�r�r and Wntractor of the wmmencemrnt oP any Wc�rk r�quiring a
Shop I}rawing or sample if Uie submittal has not C�een approved by thc Engineer.
Z Review, rejection and correetian of detcxtive wark, inspc:etion and testing:
i) ohserve, rcview and test the Work throughout the construc[ion administration phase,
as needed, to determiae if the �Vork is proceeding in acc�rda�icc with the Contract
C)ocumcnts.
iij reject, requiro correction nr Uncov cring pf the Work ii�r observation, or rcqaire
special testing, insExctinn or appr�val of the Work that in thc apinirrn of the RPR
docs not confomi to t.he Cantract Dacurnents or is dafactivc, uns�tistact�ry, or faulty,
and notify thc Engineer and f)wner in wrfting of tl�e reascn fur eac�h such rejection,
correctiar�, and uncov ering. "t�he RPR shall evaluete, if requested by the Owner, the
impact oC cach s�rch rcjection, correczion, and ut�covcrsog of the Work on tlie
Contractor's scheduling.
iii} verify that tesu, equipmcnt and systems startups and o�aerating and m�intenance
training are cundac�ed in the presence oT approPriate persvnneL and that the
Cuntraclor maintains adequaie rccords thereaf; and aUserve, rec:orci and report to tlze
A-2
rngineer appropriatc details relative to the test procedures and sWrtups. '
iv� accompany visiling inspecrors representing pu6lie or other ascncies having
jurisdiction mer the Projcct, rrcorJ the results of thcse ins�ctions and report to the
Enginecr.
8. Maintain at the job site orderly files f'or enrre;pondenee, reports of j�b conferences, Shop
Drawings and samples, reproductions of otiginal Cpntract Docurncnts, including all Work '
Dircctive Changes, Addenda. Change Orders, field Ordcrs, additianal dra�xings issued I
sut�scquent t� the execution of thc Con�raet, Engineer's clarilications and intapretations ot ';
[he Contract Documen[5, progress repurts, and other projeet related documents.
9. Keep a diaty or log book, recording Contractor hours on the job site, wcather couditiuns, data
relative to questions of Wurk Directive Changes, Change prders ur changcd conditions, list
of job site visitors, daily aclivities, decisions, oUservations in generel, ;ind speciftc
observati�ns ir� more detail as in the case of observing tat rroccdures, send copies to the '
L'nginecr, and provide wpies to the Owner upon « qucst. '
1 Q Record namcs, addresses anJ trlcph�ine nuu�bers nf all subcontracturs and major suppliers of ;
macerials and cquipmcnt. '
I I. Furnish the Engineer with wcckly reports as rcquirul of progress oC the 1N'ork and of '
Contraetor's compliance with the progress schedule of Shvp Drawings and sample
submittals.
12_ Consult with the Engineer in advance of schedided major tests, inspections or start of i
import;mt phascs ofthe Work,
i} draft proposed Change Orders and Work DirecUVe Changes, ubtaining backup
matcrial from the Contractor and rtcomnt�nd to the Enginccr Change Orders, Work ',
Directivc Chanbes, and FieIJ Orders.
13. Report irnmediately to the F.ngineer and Owner �pon occurrtnee uf any accidcnt.
I4. Keview applications f'or paymrnts with the Cuntrsctor for eomplia�ice v,•ith the establish�d
prucedure for thrir submission an� furward lhe reennnnendations to the Fngineer, noting
particularly thc relationship of the paymcnt requested to the sohedule of values, Work
wmplcted, and matcrials and eyuipment Jclivemd at the site but nol incorporated into tlie
Work. The lingineer shall :hcn determine thc amount owing to the Cootractor and shall
certity reyuests for payment in such amounts, un the basis Utat thc Work has progrossetl to the
�int indic�atui and that th� yuality of the 14ork is in accordancc with the Contract
n-3 '
Documcnts.
L• ��IMiTATtOtvS OF'TNF RPk'S .+�UT1�OP.tT1•
Thc Rrsidcnt Project Rcpreseivative:
L Shall not authorize an}� deviatiun from the Contracc Documtnts or substitution of materials or
equipment, uniess authorizui by the �nginecr.
2. 5hall not exceed the limi�ations of the Engineer's authority as SC( C01'Vl in the Contraet
Ue�cuments and thc Agreement.
3. Shall noc undertake any nf the responsibilities of the Contractor, subco�itractors, or
C'ontractors suFxrintendent.
4. Shall not ndvisr on, issue direc[ioris relative to or assun�e eontrol �vcr any tispcct of the
mcans, mclhnds, techniqucs, srqur,nces or procedums of construction unless such adviee or
directions are specifically required by Ihe Cnntract Documcnts.
�. Shall not advise on, issue directions regarding, or assume conttal over safety preceutions and
prugrams in conncction with thc Work. However, rhe RPR shall nutify the Contractor, :he
F.ngineer, and the Owner ot any safety c;oncerns the RPR may hnvr, whether such maaers
relate to the Contrector•, or the Contractor's subCOntractors nr suppliers. Such notice ifrall bc
immediate and when possible from thn projcct site in order to allow, airiong other things, tf�e
Owner dte opportunity to hare snfe cor�ditions for its employces.
6. Shall nat accept Shop Drawings or samplcs from anyone o�her than the Caniractor.
fl, ACCGI'"1'ANCL'' TESTINCi SERVICLS
The F,nginec.�r shall provide Maierials ead Acceptance 1'esung Service for the praject according the
estimated quantitic,s in the follnwing taUlr:
Spec SptGflcalbn Trst Standsrd Ratr Buls Unk EsNm�ud
�'� Ouantlry Ouenqty
P-152 Exwvation and TOSt for Moiahire-Derwity ASTM D t per So� Type 3 EA 3
Embankment RelaGon of Sals and Shc ggg ��,
Ag9repWe Muturae. Usinq
5.5-pand Ramme� and 12-
ind� Dro
P-752 ExcavaU0nun1 TeslforDrnsityof5oillrr ASTM1556 1per10005Y 14,190 SY 15
Emy�nkmenl Place by Ihe Sand Cone pa lin
Mettwd
P-155 limeTrealed Subgrede ��TesltorMaalueDCnsfty � ASTMD 1 perSail7ype �� 3 EA -�- 3
Reladon of Salls ard 5oil 698
Apgrapate MixUxes, Using
5.5-pound Rammer arW 12-
' inch D
:1-4
Spsc. Spaeiflcation T�st StandaM Rato Baals Unit Eatknaqd
No.
; QurnUN Quantlly
P-155 Lime Treated SUbprede Tesl for Oensily ol5oil !n- ASTM tb56 7 perlp00 SY � 1s, f 90 SY
Place by Ihe Sand Cone � 5
Malhod
p lima Treated Subgrade 7n�cknees o - f per 30o Sr 14,190 SY
P-755 Gme Treeted Subqrade puality of W�kr W be Ur.ed in MSHTO T � 47
� per sourte. H' 7 Ep, �
�6 non-potade
P•209 Crushed qypregale Base Soundneaa ot Apgrepates by ASTh1 C 86 1 per Swrce 1 EA
Course U60 of sodiun Sulfete or �
M0 necium�uHete
P-209 Guslied A99repale Base Realstance Ic Abraslpn pf ASTM C t p�r $pur� � �
�wYd Smail Srze Coarse AQyregate 131 �
bY tJse of the Los M9des
MaChir�
P•20U CrUShed Apgregaic 8ase Standard Test Method tar Flal ASTM O }
��'� Part�cJes. Ela�gate0 Part;clas, a7s� p8� Source ( 1 EA 1
or Flai and 61��npaled Partides
in Coarse A ,e a1e
P-209 Cruaned Apyrepak Base Slandxd Tes� Method for ASTM D 1 per Sourqe 1 Eq �
Cause Determinmy tlie Perceniape of 5621
Fractured partidea in Coarse
A ate
P-209 Crushad Aggregate Base Sieve pr $crean Malys�s of of ASTM C 2 per Lo� 8 LOT 12
Cou�ae Fine Bnd C08raC Ap9rgute 136
P-209 Crushed Ac�gregale Base Malerials Finer Then 75um ASTM C 2 per Lol 6 LOT � p
Coune (No. 200) 5ieve in Mheral ��7
re ete b W�shin
P-208 Crushed qggreyale Bau Liquid l(mit, PlaWic Limit, and ASTM D 1 per Source i EA 1
Caurse Plasfi Indax of So�is �318
P-203 Cruaned Appregale Base SaiW EquwaleM Value o� Soik AS7M D 1 per Source 1 EA t
Course and Fine A ate 2419
. P-209 Crushed Aggregate Ba6e Test lor MdaNre-Der�siry ASTM 0 1 per Sourca t EA t
Courae Rela4m ot Soi'a and Shc 155�
Agqfegele Mirures, Using
5.frpound Rammer and 12-
_ — ___. b�Ch Dro
P-2Q9 CNShCd AByre�81E BdSC DenSRy of Soil end Sotl- � ASTM D � per �d 6 LOT 24
�W�� ag�reya(p in Place by Nudeor 2822
h kthods
P-209 C/usbed Apyreqate 8ase Masture Contenl of Soil and ASTM O 4 per Lol i 6 l0T 2�
Course Soi4Apqregak in Place by 3017
Nuc lear Metlqda
P-209 Crushed Aqgrepele E�sae Thlckness DelemNnalion • 4 per Lot 6 LOT Z4
Course
P-�03 Plant Mix Bllumnous 5taMard Test Idethod (or ASTM 0 12 per lol 3 I.OT 36
Pavement Resibtence to Flsstic Flow of 5581
(Lnboratory) BlWrtinous Mir.ures Using
Marchatl Apparatus (61ndi
Dlameter ecimen
P-d03 Plant Mix Bduminous Bulk Spedflc G�viry of ASTM U 12 per lot 3 LOT 38
Pavcmani Cmnpaaed Bttuminoua 272&
{LSboratory) Mixtures Usmg Slanda�d
Surfece-Dry SDecimens
P Plrnt Mix Bi Wminous Theoreqcal Maximim Spedi�c A5TM 0 � pa �ol �� 3 lOT �2
Pavemenl GravNy and Densiry of 2p+1
Laborat Birtimhous pav' Mixtures
� . —, _
P�03 {'lant Mot 8itumnous� Bulk Spetific G�avity o1 ASTM D 8 pC� Lal 3 LOT 2�
PavCmenl Compaued Bm.minous 272g �'
(Fidtl Samples) MbAUres Usinp Stsndar0
Surta S ycimens
F-610 StruGura) PoRland Cw�H MaWny and Cwnq Concrete ASTM C 31 AS Ne6ded��� 20 EA 20
Conp�� Test S edmena in tbe Fieid
P-610 SVuclorel Portlan0 Cement Compreasive Slrenpih W ASTM C 39 As Needed �20 EA 20�
Conaete Cylind�iea� Cmcrne
S eamens
A-S
. '
ATT'A('Ht�7ENT B
SCHEbULE
�'olice to Proceed (ConstrucUon Phasc) September I 3. 200G {Estimated)
Suhsta�ilial Complctiot7 afConstruction lune 20, 2007
Close-Out August 19, 2i�7
li- I
ATTACiI�4tEN7' C
E'AYMEVTS
CI.IENT agrees to pay the ENGtNEGK as fuU compensation I�>r t}�e protcssiuna! engineering and
associaled sen-ices herein contracted tor as follow�s: a cost plw fixed fee arnount of S 126.23�.SA. The
details of fec estimation are provideJ in Attachmrni C-i. Paymenu shall tx m�de on a monthly basis
in accordance with the percentage complclion �f the 1�,TORK as suhmitt�t hy the EN(iINC-,Ftt and
approved by Cltr CL(EN"C.
c- i
, '
ATTACHMENT C4
FEE ESTIMUTE
KICKAP06 DOWNTOWN AIRPARK
F1AR ANO ACCEPTANCE TE$TING SERVICES FOR fY 06 PROJECTS
Printipai. projact ElatVtcai Projett CADd
Taxks in-Chupe Manaper Engineer Enginee� Tach Admin Tota!
(h�f th'sl (hrs) (hn1 (h�) ihts) Cost
Project M�nrgament (10 MoMhs►
t�Pening Fortn5
Pro}ectAdarregtmentPlan � 4 6 S 184.¢d
Hgaith 6 58ft{Y plan Z ? S t0a.0U
Subcontract $ei-up 2 2 S 104.Qp
MontYily Manaqement 2 4 s L 19a.�
20 aQ 50 5 t.840.00
SubtOtd. - 28 - . _ 48 96 S 2.416.0�
TOtaIF2awl.aborCost: - ze _ _ _ �Q 7� S 24�80p
Qvxhead snd t3snQral Administrativa Cosls:
153.t456 � 3.6?9,&i
Tot� l.alwr CosL
S 6.715.66
Subconsultep[ Sarvices
Residtnt Project Re{xes�tgiiqn {40 weeks x 50 hrsl week X 3A51hr)
INatetials $ Accepfante Tesling S 90,000.00
5 T8,645.50
Total Subconauft�t Cosh j 148,b45.54
Dic.ct Facpensat
N?A
S -
Total Diroct Expenscs; 5
Total labor, Sutxonsultant. 8 DIreM Expenseg: 5 � N,76t.3r
Fix¢d F�a (Protit): 1p°r� 5 11.476, ta
Tota1 Fep;
S 126,23).50