HomeMy WebLinkAboutMINUTES - 09282004 - C.1 TO: BOARD OF SUPERVISORS
FROM: MAURICE M. SHIU, PUBLIC WORKS DIRECTOR
DATE: September 28, 2004
SUBJECT: Amendment No.1 to the Consulting Services Agreement with Ove Arup and
Partners California Ltd. to provide bridge design services for the Iron Horse Trail
Pedestrian/Bicycle Overcrossing project in the Pleasant Hill BART Station area,
(District IV).
Project No.:0662V6R4078
SPECIFIC REQUEST(S)OR RECOMMENDATION(S)&BACKGROUND AND JUSTIFICATION
i. Recommended Action:
APPROVE and AUTHORIZE the Public Works Director, or designee to execute
Amendment No.1 to the Consulting Services Agreement (CSA) with Ove Arup
and Partners California Ltd. (ARUP) effective June 1, 2004, for the following:
A. Increase the payment limit by $16,887.02 to a new payment limit of
$036,887.02 to perform additional utility potholing for the Iron Horse Trail
Pedestrian/Bicycle Overcrossing over Treat Boulevard in the Pleasant Hill
BART Station Area.
B. Amend Appendix B of the CSA in accordance with the new payment limit
and update staff rates.
C. Amend Appendix C of the CSA providing a listing of key personnel,
including subconsultant personnel.
. # mow*
_k,:� .ECOMMENDATION OF COUNTY ADMINISTRATOR �r .
w RECOMMENDATION OF BOARD COMMITTEE
.�4aOVE OTHER.
SIGNATURE
ACTION OF BOR ON SEPT, 28, 2004 APPROVED AS RECOMMENDED xx OTHER
rt
I hereby certify that this is a true and correct copy of an
action taken and entered on the minutes of the Board
of Supervisors on the date shown.
VOTE. OF SUPERVISORS
xx UNANIMOUS(ABSENT NONE }
AYES; NOES:
ABSENT: ABSTAIN: ATTESTED: SEPTEMBER 28, 2004
GrpDatalDesignlBOARD ORDERS12004111-17 Ped bridge CSA amend No 1.doc John Sweeten, Clerk of the Board of Supervisors and
CR.h County Administrator
Ong Div: Public Works(Design Division)
Contact: Neil Leary 313.2278
cc: E.Kuevor,CIAO
Auditor-Controller
community Development
Construction
By_ , Deputy
SUBJECT: Amendment No.1 to the Consulting Services Agreement with Ove Arup and
Partners California Ltd. for bridge design services in the Pleasant Hill BART
Station area, (District IV).
Project No.:0662-6R4078-02
DATE: September 28, 2004
PAGE: 2
I1. Fiscallmpact:
This contract amendment allows for an additional $16,887.02 above the previously
approved contract for $920,000.00 funded by Redevelopment Agency funds
(100%).
Ill. Reasons for Recommendations and Background:
On June 10, 2003, the Board of Supervisors approved the design of the
pedestrian/bicycle overcrossing at Treat Boulevard. The project provides for
pedestrian and bicycle safety when crossing the heavily trafficked Treat Boulevard.
The bridge will also link discontinuous sections of the Iron Horse Trail.
On January 6, 2004, the Board of Supervisors approved a Consulting Services
Agreement with Ove Arup and Partners California Ltd. for bridge design services.
This agreement included a budget for utility locating services in the vicinity of the
planned bridge. The original budget, however, did not include sufficient monies to
account the large number of utilities in the bridge footprint. These requirements
necessitated an increase in the scope and extent of the utility potholing
investigation. This amendment covers the additional costs for utility potholing work.
The original CSA and appendices did not allow for escalation (cost of living) of
ARUP staff salaries or for the addition of new subconsultants and staff members.
The amendment corrects this oversight by allowing for salary escalation and for the
replacement of key personnel as approved by the County.
IV. Consequences of Negative Action:
If the amendment is not approved, the consultant cannot be paid for out of scope
items of work.
AMENDMENT No. 1
, n CONSULTING SERVICES AGREEMENT
PROJECT NAME: iron Horse Trail Pedestrian/Bicycle Overcrossing
PROJECT NO.: 0662=684078
1. Parties:
Effective on June 1, 2004, the County of Contra Costa, a political subdivision of the State of
California, hereinafter referred to as"Public Agency,"and Ove Arup and Partners California Ltd.,
hereinafter referred to as "Consultant," mutually agree and promise as follows:
2. Purpose:
The parties desire to amend the agreement they entered into effective November 1, 2003,
entitled "Consulting Services Agreement," hereinafter referred to as the "Agreement." The
Agreement is for bridge design services for the Iron Horse Trail Pedestrian/Bicycle
Overcrossing over Treat Boulevard in the Pleasant Hill BART Station Area. This Amendment
provides for the following:
a. Additional utility potholing budget.
b. Updating ARUP's rate schedule in Appendix B to allow for limited staff salary escalation
once a year and to establish rate ranges for particular disciplines.
C. Updating ARUP's Key Personnel and 5ubconsultants list in Appendix C and to allow for
staff substitutions under limited circumstances.
3. Amendment(s)to Agreement:
#y'3b,,1887 0z
a. Amend Section 1(e): Agreement Payment Limits to X743.
b. Amend Appendix B in accordance with the attached "Revised Appendix B" (9 pages) and
allow ARUP to adjust, on an annual basis on April 1, its staff rates to reflect adjustments
to individual compensation. Such changes shall be equal to ARUP's actual changes in
hourly rates. Prior to each annual rate change, ARUP shall provide Public Works with at
least 30 days advanced written notice of the changes. In no case shall the average of all
adjustments in a given year exceed five (5) percent, or an individual adjustment exceed
eight (8) percent. Amendment shall also reflect changes in project staff and
subconsultants.
c. Amend Appendix C in accordance with the attached "Revised Appendix C" and allow
ARUP to replace listed key personnel provided ARUP submits to Public Works a detailed
explanation of the circumstances necessitating the proposed substitutions, complete
resumes for the proposed substitutes, and any other information requested by Public
Works. Proposed substitutes shall have comparable qualifications to those persons or
firms being replaced. Public Works shall notify ARUP within seven calendar days after
receipt of all required information on its decision regarding substitutions.
4. Remaining Provisions:
Except for the changes made by this Amendment, all provisions of the Agreement shall remain in
full force and effect.
5. Signatures:
These signatures attest the parties' agreement to this Amendment.
PUBLIC AGENCY CONSULTANT
By: Maurice M. Shiu By:
Public Works Director (Designate official capacity in the business)
s
(D signate official capaci in the
business)
Note to Consultant: For corporations, the contract must be signed by two officers. The first signature
must be that of the chairman of the board, president or vice-president;the second signature must be that
of the secretary, assistant secretary, chief financial officer or assistant treasure. (Civ. Code, Sec. 1190
and Corps. Code, Sec. 313). The acknowledgement below must be signed by a Notary Public.
CERTIFICATE OF ACKNOWLEDGEMENT
State of California, )
ss.
County ofGt�, r 4'K7-
On this date written below, before me,the undersigned Notary Public, personally appeared the person, )-
signing above for Consultant, personally known to me (or proved to me on the basis of satisfactory
evidence) to be the personfsl-whose name er is/af' subscribed to the within instrument and
acknowledged to me that he/sgeAl-req executed the same in his/hertth authorized capacity(iest, and
that by his/hoW4heir signature(a)-on the instrument the person(s�or the entity upon behalf of which the
persop(sTacted, executed the instrument.
Witness my hand and official seal.
Dated:19ft&V' �
ry ss t at: t7-BONO
CoarVrirlor"# )395974 d ti
qrik*Notary PUbhc -Cd1f0M10
San Frdncisco County
corm: .Jan NOTARY PUBLIC
APPROVED AS TO FORM:
SILVANI B. MARCHESI
County Counsel
By:
Deputy
G:1GrpData\Design\Correspondence\IHT Ped Bridge at TreaBAmend.csa 1HT Ped Bridge 8-30-04.doc
3102/01
PUBLIC AGENCY 7ONSU
By: Maurice M. Shiu tuner
Public Works Director ident
rk 4
By. `- L By: Laurence S. Noble
Assistant Secretary
Note to Consultant: For corporations, the contract must be signed by two officers. The first signature
must be that of the chairman of the board, president or vice-president;the second signature must be that
of the secretary, assistant secretary, chief financial officer or assistant treasure. (Civ. Code, Sec. 1190
and Corps. Code, Sec. 313). The acknowledgement below must be signed by a Notary Public.
CERTIFICATE OF ACKNOWLEDGEMENT
State of California, )
County of
) � 1
On this date written below, before me, the undersigned Notary Public, personally appeared the person(s)
signing above for Consultant, personally known to me (or proved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) ire subscribed to the within instrument and
acknowledged to me that heisi"/they executed the same in trisAiet/their authorized capacity(ies), and
that by#Wsgerltheir signature(s) on the instrument the person(s) or the entity upon behalf of which the
person(s) acted, executed the instrument.
Witness my hand and official seal.
Dated:6q_*W lo=''K "i , ?T
L'tWAMW 01 t3EBON0� i
Ci1395974 Nary Pubic - California � r
scary k6ncisco County NOTARY PUBLIC
Win. �25.2pU7
APPROVED AS TO FORM:
SILVANI B. MARCNESI
County Counsel
By:
Deputy
01:131646101 Ownerll-03 Contract&FeeslAmend.asa 1N7 Ped Bridge 8-30-042.doc
3102101
Iron Horse Trail Cvercrossing
Project No.0862.884078
Cost Proposal Summary•Revised June 1,2004 REVISED APPENDIX B
Submitted By:Amp COST PROPOSAL
summary
Amp SC Solutions DMO Architects SFE Landscape Fahr b Pears TOTAL TASK LABOR
Architects TASK
Oak Description Hou. Cast Hous Cost Hsun Cast Hauro Cost Noun Cost HOURS COST
S PRELIMINARY ENGINEERING
1A Project Management and Project Administration
1.1.1 Project Management-Pretimina E tnearin Phase 52 $ 2,595.64 - $ 52 $ 2,595.64
1.1.2 Project Administration• relimina E A Phase 26 $ 15422.35 - $ 28 $ 5,422.31
1.2 Perform Gootechnical Studies
1.2.1 Pre are Brill Foundation Report and Bod s 45 $ 2,315W - $ 45 $ 2,3f 5.07
We
are Ge Mchnicai Design Ronort 107 $ 4,338.33 - $ -1 107 $ 433633
9e ng a ctCa <,
m mme n ora
SE 5:FINAL OE t N
ct Mans ment and Pro ct Administration
ct Mana anent-Final Dea n Phase 134 $ 6,384.60 24 $ i 384.62 42 $ 1,284.58 50 $ 1,394.97 23 $ 1.129.75 250 $ 15548.52
ct AdminishadanFinal Des n Phase E374
$ 4,026.72 32 $ S 653.85 32 $ 972.68 16 $ 243.52 16 $ 416.00 216 S 7312.77
are P ect Plansorm 30°h Desl n $ 27674.35 - $ 236 $ 8,917.44 88 $ 2 260.89 - $ 1,220 S 38,852.44orm 65%Desi n $ 58,655.32, - $ 120 $ 4,234.83 79 $ 2,009.49 108 $ 4,190.201 1,871) $ S 089.85
22.3 Perform 90%Design $ 47537.58 $ 40 $ 1,575.26 69 $ 1,782.64 48 $ 1,857.60 1,495 $ 52,7 3.08
2.2.4 Perform Foundation Review $ 1,270.24 $ - $ - $ S 40 $ 1,270.24
2.3 Prepare specifications S f3 676.49 $ - $ - $ - S 374 $ 13,@78.48
2.4 Pre are Ouartilties and Estimates S 8,224.24 $ - $ - S - $ - 248 $ 5224.24
2.5 Inde ndent Reviaw of Structures $ 1236.60 750 $ 30,393.26 - $ 5 $ 782 $ 31,630.2,5.1 Road Plan Review 5 f 645.40 - $ - $ $ - $ 44 $ 1,045.40
2,6 Final Bridge L htl &Ehctneal Desi n 244 $ 774340 - $ - S -I$ - $ 244 $ 7 i48.40
re sea u in < 24 MMM $ 31442.77
Phase) Olaf
Total Preliminary Engineering and Phase
Anticipated Raises $ $ $ $ $
Adjusted Total Labor $ 218,380.52 $ 33,431.73 S 18,297.05 S 9,334.41 $ 81581.05 $ 288,025.85
Combined Burden Plus Overhead $ 377 798.30 S 577502.57 $ 29,174.64 S 18,046.52 $ 13,D44.56 $ 495,588.80
Total Labor Costs I$ 598178.83 $ 90,934.30 $ 47,471.69 $ 27,380.92 $ 2S,fi28.51 $ 783,592.25
Total Other Direct Costs $ $5,773.00 $ 500.00 S 900.00 $ 2,400.00 $ 300.00 S 59,873.00
$ubconsuham Adminstration Fee 0 M. I
Total Fee 1,
GRAND TOTAL
GRAND TOTAL S 935,9?rn---'7
3 PHASE W CONSTRUCTION SUPPORT
3.1 Pm ct Man2gement and project AdminIstration
3.1.1 Pro ct Man ement-Construction Phase
3A.2 Pwject Administration-Construction Phase
3.2 Respond to Conhactor inquires -1$
3.3 Perform Construction Design Support 1
13.1 Review shop Plans - $
3.32 Review Cost Reduction Incentive Proals(CRIPS) $ `'$
3.3.3 Provide Technical Support - $ $
3,341110 and Anat Nmides of Potential Claims $ S
ata s-u t ens
phase ora
Total Phase N
Anticipated Raises
Adjusted Total Labor S S S 1$ $ $
Combined Burden Plus Overhead S $ $ $ $ $
Total Labor Costs $ 5 S $ $ $
Total Other Direct Costs $ $ 5 $ $ $
Snbconsultent Adminsha4on Fee a 0% S
Total Fee
GRAND TOTAL
4 PHASE ill:OPTIONAL TASKS
ase +Nal
Total Phase tit •1
Anticipated Raises S S $
Adjusted Total Labor 5 8 - S S I$ S
Combined Burden P Overhead 5 $ $ $ S 1$
Total Labor Costs $ S S $ $ $
Total Other Direct Costs S 5 $ S $ S
Subconsuhant Adminsbation Fee 0 0% $
Total Fee
GRAND TOTAL
GRIND TOTAL
Page 1 Of 9
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iron H-Trul Ovarcraawng
PrMeci No.0662-SR4076
ClsuNioatwn/ ie
Pdnclwl TOTAL TASK
ManaWrl Ineetr t3npl.eer
A.KeT.SMIEd K.Wa88oaP yaw TASK LABOR
n
.aK a 1 oh $57.89 $51,88 $45x7 128.88 POURS COST
1 PRELIMINARY ENOINEEMNO
1.1Ptotw( (and Pr.ct ACmiNsir.9on
i.1:! Oct wht•tPre"nory En maul Phaas
IAA t AdrNNshittion• .11M.P =,..Mg Phan. - $
1.2 Parf-O.oWSmlad YI dl..
12.1 PLpMVbft.FaundMbn RaI,11 PW Ser a $
1.2.3 xa O.oloMicd Oval n Ra
1.3 Pof-sail curve r !r.menlY
lM, E.,I-I.,
2 PHASE 1:FINAL DESION
2.1 eclM .nwnl and. 'wl Admh4.ttaticn
2.1.1 act M amen(-Flntl Dtm n Ph... 24,
l 24 1,384.62
212 Pr .4l Ad W.trallan•Plod D-[,n Ph... ?6 16 32 18$`7.86
2.2 Pr -R..1 plan.
22.1 P.Ir-30%Dwgn
PMerm 65%Da Dan - $
2.2.3 PMarm 90% n n - $
2.2.4 Perform FttaWatlon Rwhaw - S
2.3 Pr in0allan. - $
2A P OUPNinaa erw E.6mdea S
2.5 I ant Rouleau aF SirucWan 50 4?8 264 =302
2.6.1 Road Plan R.viaw 2.6 Fintl U 8n $Eieelned Dew 2.T lt140%And PS$E
hoes otal 9 2
Total Pr.ilminary EnhIs.0n9 and Phw.1 9 6d
Eaumot.d atf t Coat. Total Olrxt latex $ 33,431.73
Type of E.pen.. AMwtmt AMklpld d R.I..@ 0.0% $
2xp.rl.e 1: Two! S 500.00 Ad)wted Total Labor $ 33,431.73
E.penae 2: $ -
UpPiee 3: $ - Canbi-d 8urdan F OveMa.d 172.0% $ 57,502.57
E.p-4: $ - Total Coal $ 90,934.30
E.pen..5: $
E.Pen..6: $ Total 00-URewt Coal. $ SC0.00
E.p .7: $ - F. @ 10.0% S 9,093.43
Up-H: $
O A 100, .M2
3 PNASE It:CONSTRUCTION SUPPORT
3.1 wm
3AA .cma
-Canahuclim Phwa 1 MA3.7.2 PvLdAdminlnnllon-Conalrue9ml Phew 1 #N/A
32 Lnm to Conireetorl #MA
33 P.rrwm Coretrudlon Dasi.,8
3.3.7 Rew #NIA
332
Pr tl.(GRIPS) *WA
3.3.3 V11 t AM
3.34 u
Pt-flw clime #MA
11 3.3.5 bald:Aa-9uiN PIPs. tMVA
Total #
Total Ph..11MA
Eellmated Do..t Call TOW Di-t Labe #MA
Type of Expenea Amount A,.1Wp.ld Rai..n
Expos.1. $ - Adfueted Total Labor #NIA
Exp.n.a 2: $
Expense 3: $ - Cpmbinad Sudan+Ovnhaed #N/A
Eva-4: $ - Total Coal #MA
Expanw 5: g -
E.peme6: $ - Total Other M-1 Coati $ -
E.pene.7: $ - Fee @ 12.0% #MA
Pxpenaa B: $ -
TOTAL COS ..IA
4 PHASE NI:OPTIONAL TASKS
4.1 1 1 #WA
4.2 #N/A
Phee.i ole #N'
Total Ph..III #N/
Es(Sneiwd Direct Co.i. To Dveni Lobo, #NIA
Type of Exp.n.a AMKnmi Anticipated Rai-
ap.nao 11 $ - Adl..ted Total Labor MA
E.pen..2'. $ -
E.p-.3S - Combl-d 8-6e 6-Overhead *N/A
Exp.ne.4 $ Total Co.. #N/A
E.penes
S. 3
E.penas 6: $ - Total OtMr Dirs.t Coat. $ -
E.pan.e 7: S Fe.Ca` 12.0% #NIA
Expen.e e: E
TOTALCOST #N!A
Pape 3 of 9
I-Nw..TW Ov.ra kv
Prgwt No,0662.688078
R..
PMdpd M �aA-' A 1 AdmM TOTAL TANK
O-m R.0a-I T.Yam A-X.Wr Cdwss TASK LABOR
r
i.b.aC w.19 was i]t.ib 4]&ta NCfJRa Wei
1 ENOINE fNO
1.4 E andP,.It AdmlN.lr.San
f.1.1 .d f•0h.fktiW IrxYbrf Pha.a
},},2 wt AdmiNetrdWn- Im. PXna -
1.2 �rAarm f4adwl.aad Ludas
121 Fra- a Brl Fmmobiimv and a •.
1.2.2 P bre a.okCnnWet Lbe t $..
t. 3arcxrnts
of
2 PHASE b FINAL O€6 GN
2.i pr wt Mbn aM 'wl Adndniabader.
2.1.1 !Llan -FWd Caa phaaa 25 1d T 42 1264.66
2t.2 -AdmlN llp bp.-Find O. n Ph... t6 t0 7 32 27266
2.2 Pr R 3]lan
22.1 Farfwm
30"0
.12.
20 26 180 236 S 6 817.44:
a.22 psH'wm86%0hd 10 10 36 70 126 5 4234,63
2.2.3 Pa11-20%0.a1 6 4 30 1 40 1 S75.26
2.2.4 P.I-fo..AWWn RW- _ $
23 Pr '0edlone
2.4
Pr. ta,wd6ae And E.tlrrwtw _ $
El
Find -' tl &EIwUVad - $
v i
Mea 6fa
Total Prafthla y Engin rbq and Ph-f r 20L-- 512L%ill.297.ml
1 Tdid Mm Labor $ tS,297.05
Typ.at Eapan.a A-t A.WpW.d RW-.Q 0.0% $
Exp.ru.1: Ptindtq $ llwoo Adjaead TeW LWor 5 iD,287.05
Exrybrrsa 2: Ma�terida s 400.00
Expama3: $ - tomb,,d6woan.Ov head 155,5% S 28.17460
Exp.no.4: $ - Total Cael. $ 47,471.69
Fxpenw 5: $
EIN.n•a S: 5 Total ONMr Oirwf Cabs 5 900.04
Expan.a 7: $ F..0 12.0% $ 5,698.60
Exryme 6: $
3 PRABE h:OON R_IMTION 6UPPORT
3.1 RO
Man I aM wt AaNNelr.San
3.1.tP, dAra t•Cwutrudlon Phn. AWA
3.1.2 Pr:..AdB .trod--ConxaudbmPh.. - AWA
3.2 -a 15 CmnlraoWr AWA
3.3 Corrkuodm -
n IIA
3.3.5_ vatw. ' Pi-
3.3.2 ."Coat Radudlan InesncXrt Pr da CRIPS - AWA
3.3.3 Proolde Twwd" -t #WA
3.3.6 salew eqd Npitc b or Pat"I.1 l3drn. AWA
. ahaWWA
Total
Total Ph..it
Total Dad Lb6w AWA
Typs of E p.- Amnt A.WdP.tw Rdsaa
Expanse t: $ Adlu.iw TOW I." AWA
Expe-a 2: $
Eagnse 3: $ - C-b d Burden-O.head tJ AWA
Exp.ns.4: 5 - Total Coal. AWA
Eap.n.b 5' $
Expansee: 3 Total Odur OB..t Coal. s
Exp-7: $ F..Q 12.0% AWA
SWA
4 P1M9E tli: OVAL.TAMM
4.t AWA
Total Ph..111
Eedmdw buwt Cods Total Ckwt Labor AWA
Typ.ot Fnpanw AJnaunt ArWdpdw Rd..
-Elt- t: 5 Ad}uated Tatot Lahw AWA
Eupens2: It c�
Pxpe..:3: $ - C "-d Surd.n+0rbrhew t_ AWA
Expata.4: $ Total C 1. AWA
Expana.5: $
EXP2.6: 5 - Taal Oti-Otroat Coal. $
B 4wn.e 7: $ - Fa. 12.0% AWA
Eq.-a: $
L TML COST AVA
No.4019
.ren Horne Tre6 Oinnoseap
Proleci No.OE82.6R4075
I-Ifiaml- ets
Predxl Man� aeoa CAD Cp . A- TOTAL TASK
PM SiW I K.W..pN K.011i.apl. K.GS P. TASK LA0Op
ea'1 iiort S4t.98 525.5) S2i.82 $15.22 HOURS COST
1 PRELIMINARY ENGINEERING
t.i eoi rtxnt end Pr ACmIN,6Wlon
1.1.1 act m.ni-Prwiminar t-lng Phiea
1.5.2 act PA19.1.6wion- efimin E n.eH Phase
L2 P.rfann GaotachnWd,lutlly
1.2.1 Pp-Bri a FouMallon Re rt and Boring. $
1.2.2 Prs-Gsot,WmmW De, .Rp,,t
4.3 Pot•tiWtrg sutvay reyUlrem8nt5
ro fml- n.n! of
2 PHASE I:FINAL DESIGN
2.1 St imaN entl Pro..I Atl" .1, Ion
2,i,i otM amen!-Finn Dai Phas. 6 44 50 $ 5,384.97
2.1.2 .1 Ad.INM .0 -Ftnal Da.l n Ph.. i6 16 243.52
22 Pr tPtanc
2.2.1 PW-30%Gee n 13 28 47 88 2260.69
222
PMorm SS%Ca. n 10 PB 41 79 s 2W9A8
22.3 Pulorm 90%Dap n 10 25 m 34 69 S 1782.64
2.2.4 Perform F..W.11on R-1- S
2.3 R 'Winne - $
2A P-.C-ffiw.and Ea19n.tea - f
x.d I R-f-of 96u.1ur.2
2.5.t Reed Plan Revlew - S
2.8 FlnW Srido Uchtlu bai n
2.7 sand Submll 400b Elae61CW.,PBbE 10 26 20 6 64 1.853.08
of 8 4 366 Ll e. Al
TWO Pta9minary E.Vin Mg end Ph..1 49 1 M 122 1 221 396 JS 9,3741
Ewlmwed t79ect Coat. To:W Direct Leber S 9,334.41
Type of Expanso Amount Anddpdad Rw,es @ 0.0% $
Et: Pnnane $ 1,5WW. Adluette ed TaLmib.r S 9,334
spana. 41
Fxpene.2: fMlarlws $ WO.W
sns
Eeps 3: Communi.di-beow $ 500.W Cumbined burden.CWerh6ed 193.3% 3 !8,048.32
Eapon,e 4: $ TOW C-N S 27,360.32
Expense 5: S -
Expen.a 6'. $ - Totel Ottw Divot Costa $ 2,400M
&Penst 7: $ - F.0 12.0% S 3.285.7!
EKpan,a 8 $ TOM EOST 1 33,155.85
S PHASE O:CONSTRUCTION SUPPORT
3./ ant Man men!end pr 1 AdmJN,lra-
3.i.1 Pr act meat-C.-I-I-phew mmmmmm AWA
3L 12 xi AMNM.I Nion-C-tn W7 Peas. �tlA
3.2 Remo W to Cont-(.i l.s - #WA
33 P.0-Cansoved nOe. rt
3.3.5 Rw44w Plone AWA
3,3.2 Ravlew Coat RatluoBan IncenlWe Pr awe CRips) XWA
3.•.3 P-d.T.W".al Bu I AWA
3.3.4 A-1-Brei AnW No".of PWaNiw ClWms - #INA
3,3. OWMAs-ulit Pians AWA
hen ore A'
Told Ph..11 8NlA
Eallmaled Dlreel Ccal, ToiW Direst Lwwr MA
Typ.M Expen,a Amount AnlWpaed RWso.
Eapanea t: S - Adiu.ted Thal Lebo, AWA
ZIP-2: $
EKMnee 3: $ - Cc wred&edan r Omh-d E::= AWA
EKpwt 4: S - Totd Costs AWA
EKpatMe b: $
Eagnea 6: $ - Tntw Ofbr Direst Coate $ -
llv-e 7: $ Fes @ 12.0% MA
axpan.a 8: $ -
C 8 A A
4 PHASE fit:OPTIONAL TASKS
A.1 AWA
1.2 AWA
Ph...III our MA
Tote]Ph..ill I ONl
Wl..WE MINI Cos(* T.W Greet I"- MA
Type of Eep.. A-i AnYtWpslad RW-.Expense 1: S - Adjusted T.W L.&or MA
Expanse 2: S �t
Enpen.o3: $ - C-blh dMld na Overhaod ��.--s, AWA
Expene.4: $ - T.W Co.,. ANIA
Expense 5: $
Exp.n.a fi: S - TOtN Oth.r D6ad Coa4 $ -
Expamu 7: $ - Fe.a 12.0% AWA
Expetrra 9: $ -
A COST A,A
Pepe SIX 9
_ Imn Pions Trail OvsrawNn$
Profad No.6$824tRAd73
ee iwn
8eda Man.9ar/ CAW Aeaya TOTAL TASK
Arwdsta Eigl- Taannla$R TASK LABOR
R.Rase J.Hkaa M..blv�.naa J.Plarinary
a t Satu W." Amu $29.W HOUR. CWT
1 PREUMINARY ENOINEERINO
1.1 satM end PIRLtAdn lfttl a
1.1.1 2dm mmi-PrallmiRtw Phan
1.12 got Adnlidaks0on- Ptws
12 Partain OedwMl atudu
---1:2.1 Wit 8 FdxdsUon Md Bei
1.2.2 oroOaakandpel[iea' $
f.3 Pat-haU sury rras+an7F
3 PRAS9 1t FINAL MIEN
2.1 a .and Pt,*(Aar9Nakeifan
2.1.1 W Man •rift p"o Phan 15 a 23 1,129,75
2.1.2 W AftW l e9on-Final Deal n Phu. t8 M 5 418.09
2.2 ftiLttLpow plow
2.2.1 P.-h--30%Nitta, S
2.21 Pafa 85%Oeal 28 W 20 103 S 4190.20
2.23 P d.-9U%Cept n 12 24 12 48 1857m
224 Pvfam F-dm-Realm - $
2.3 -8asd5o.tmos
2.4 Pf -..Ckrrt9Uaa and EeUmHes - $
25 i R.1-of 81-1-
2.5.1
kuduraa2.5.1 Road Wan Review $
2.3 Fillw 9L60WINA FJad 5
3 $ b 2A- .40
=Bnm1i1OaFi
Total Preliml..y EnphesWq aW ft-i
6eU lugod DOW Coda T.W drool Lw- $ 8,551.95
Type d€.penis Amount AMidpal d R.1-C 0.0% $
Eapenu is T-: 5 woo AdjoatW Tetd Leber $ 8,881.95
E.p4Res 2. RaprWuclial $ 130.W
'p-3: Mall $ 100.00 Can,N-d Sudan a0-f-d 552,tl°i $ 13.044.58
Eap..4: S - Tad C.W 5 21,520.51
en
Fxpu 5: $
Eapsnao 8: $ - T.W Other Dirm Ga% It 300.00
E.Penes 1: $ Fait @ 120% $ 2,595.13
Expanu 5: $ -
TOTAL COST
3 PHASE It!CONSTRUCTION SUPPORT
3.1 PLbied Mwastwartl and Pr a"od Ad"Nstrdisn
3.1.1 Pr ad to .1-C n jf=tlan Phone #WA
3.1.2 - AdrNNWMi r,•Cone0 a-Phsu pWA
32 Ras d Contradar J. UUu - pWA
3.3 Partsrm CmalrucUan deal t
3.3.1 R.W. Pirw pWA
3.3.2 FWCast RW-.cbm 1-w* alaC.RIPS pWA
3.3.3 P-ld.T-�,MW 4uppwt pWA
3.3.8 Rwim ea1An o*.H.-d Pd-W D.1- pWA
3.3.5 bel A.•8u3t Plane pWA
Tetsl Phu.U
E.UmetW dyad CoetF Tslet 14-t Lb. pWA
Typ.dEapanu Amount AMidpdad Rise
Expense t: S Adloe<W Teta]Leber pWA
Eapanaa 2 S -
Eapsnss3: $ CmWwd flw&n+Overhead 0 WA
ap-4: $ - T.W Cael. pWA
Eapanee 5: It
Eapsnu 3: $ - T.W Other Oiraol Coate $
E.penes 7: $ - F-0 12.0% pWA
C7777782rWr ON=]
Eapenas 8: $
141 PHASE III:OPTIONAL TASKS
4.1
NWA
4.2 pWA
Paas III T.W - - - - -
ToW Pheas Iii p
Eetim-sod droll Coat. Tela)Dir-t Leber *WA
Type dE".. Amaunl AMIdPMW Rid-
E.I.-1: b - Ad)uet d T.WLabor pWA
E.peMe 2: $ -
FxPsnae3: $ - Combkrod H-len+OsW..d ® IOWA
Eap..4: 5 - T.W O.W. pWA
Enpeeu 5: $ -
zapanae 3: $ - Tdal OIMr street Cwts $
Expenes 7: $ Fee@ 12.0% NWA
E.pehea 5: $ -
TOTALCOST p
Pepe 3 d s
Iron Horse Trail Overcrossing
Project No.0662-6R4078
Robert Y Chew Geotechnical, Inc.
Client: Arup/Contra Costa County Public Works Department
Task: Geotechnical Site Investigations
Location:Iron Horse Trail near intersection of Treat Boulevard and Jones Road,Pleasant Hill
Project: Iron Horse Trail Overcrossing
Phase is Final Design
Preparation Field Engineering/ Office Engineering
Exploration
UNIT
PERSONNEL RATE HOURS SUB-TOTAL HOURS COST HOURS COST HOURS COST
1 Principal 130 4 $520 $0 0 d 520
2 Project Engineer 90 48 $4,320 14 $1,260 28 $2,520 6 $540
3 Asst.Project Engineer 85 0 $0 $0 $0 $0
4 Staff Engineer 85 8 $680 $0 2 $170 6 $510
6 Technican 85 0 $0 $0 $0 $0
6 Engineering Draftsperson 85 0 $0 $0 $0 $0
7 Clerical 60 01 $0 1 $0 $0 1 1 $0
LABOR+OVERHEAD+FEE 60 $5,520 $1,260 $2,690 $1,57C
OTHER DIRECT COSTS
1 Drilling Permit $300
2 Street Excavation Permit $200
3 Utility Clearance $500
4 Concrete Coringt $760
5 Traffic Control/Lane Closure $1,500
6 Drilling-2 days $2,730
7 Drilling Supplies $500
8 CPT-Day $3,200
9 Cutting Disposal $1,370
10 Handling fee{5%} $550
12 Field Vehicle $280
TOTAL OTHER DIRECT COSTS1 $11,890
TOTAL r $17,410
Page 7of9
Iron Horse Trail Overcrossing
Project No.0662-684678
Signet
Client: Arup/Contra Costa County Public Works Department
Task: Soil lab tests
Location:Iron Horse Trail near intersection of Treat Boulevard and Jones Road, Pleasant Hill
Project: Iron Horse Trail Overcrossing
DIRECT COSTS
1 Corrosion tests $200
2 Moisture content tests (30) $600
3 Sieve analysis(10) $650
4 Compaction tests(4) $660
5 Triaxial UU tests(8) $640
6 Direct shear tests(12) $1,320
7 Consolidation tests(4) $900
TOTAL $4,970
Page 8 of 9
Iron Horse Trail Overcross(ng
Project Na.0662-684478
APPENDIX B --Staff Rags* and O.D.C. Rates
., ARUP �~ _�.�.AAUP-ODC Rates
Position Name Fully Loaded Rate item Rate Comments
Principal J.Eddy $20087 Travel
Project Manager I.Barandiaran $153.31 Mileage 36.5 cents per mile
Senior Reviewer A.Low $183.46 Car rental $60 per day,estimated
Senior Reviewer M.Wilford $254,58 BART $0.30 SF-Ploasant Hill roundtrip
Project Engineer 111 $1004110 Reproduction
Project Engineer if $76-$100 Plotting $750 E6 full-size sets per submittal
Project Engineer i $48-$76 Postage I
Civi Engineer 11 $130-$135 Fadex $19 Bay Area letter,estimated
CIA Engineers $1004110 CAD Support j
Electrical Engineer $90-$100 Drafting contractor $37 !per hour,outside contractor
Sr.Geotechnical Engineer D.Koutsoftas $246.96
j t
Geotechnical Engineer I i $864116
Cadd Technician j $85-$100
Admin E $54-$65
SC Solutions
Position Name ~� Fully Loaded Rate
Principal A,Krimotat $172.62
Project Manager T.Ballard $172.62
Project Engineer F.Waggoner $136.65
Project Engineer jJ.Lee $65.64
DMD Architects
Position Name Fully Loaded Rate
Principal Don MacDonald ; $174.35
Project Manager R.Gannam $90.63
Project Architect T.Yam $62.63
Project Architect A.Kotler $105.63
Admin S.Johnson $6$.67
SFE Landscape Architects
Position Name Fully Loaded Rate
Principal Phil Singer $136.00
Project Manager IK.Gillespie $86.00
CAD Operator (K.Gillespie $70.04
1
Admin JK.Gillespie $50.00
Fehr&Peers
Position Name Fully Loaded Rate
Senior Associate R.Rees $165.53
Engineer J.Hicks $88.20
CAD Operator M.Johnstone $84.97
Admin J.Flannery $73.38
'The Staff Rates Shown herein are for the time period June 1,2004 to March 31,2005.The rates may be adjusted annually on April 1 to reflect ARUP's adjustments
to individual compensation.Such annual adjustment shall be equal to ARUP's actual changes in hourly rates.Prior to a change of rates,and prior to each
subsequent annual change,ARUP shall give the Public Agency at least 30 days advanced written notice of the change.In no case should the average of all
adjustments in a given year Mil exceed five(5)percent,or an individual adjustment will exceed eight(8)percent.
Page 9 of 9
REVISED APPENDIX C -- Key Personnel and Subconsultants
ARUP shall assign to this contract the following key personnel including key subconsultant personnel:
Name Position Firm
Principal J. Eddy ARUP
Project Manager 1. Barandiaran ARUP
Senior Reviewer A. Low ARUP
Senior Reviewer M. Wilford ARUP
Project Engineer ill A. Thompson ARUP
Project Engineer III A. Mole ARUP
Project Engineer ii S.Wren ARUP
Project Engineer 11 C. Cho ARUP
Project Engineer I J. Pisano ARUP
Project Engineer I M. Coats ARUP
Civil Engineer It J. Karn ARUP
Civil Engineer II P. Thompson ARUP
Civil Engineer I G. McInnes ARUP
Civil Engineer I E. Lam ARUP
Electrical Engineer J. Edling ARUP
Sr. Geotechnical Engineer D. Koutsoftas ARUP
Geotechnical Engineer A. Kammerer ARUP
Geotechnical Engineer M. Sabbagh ARUP
Geotechnical Engineer A. Pena-Iguaran ARUP
Principal A. Krimotat SC SOLUTIONS
Project Manager T. Ballard SC SOLUTIONS
Project Engineer F. Waggoner SC SOLUTIONS
Project Engineer J. Lee SC SOLUTIONS
Principal Don MacDonald MACDONALD ARCHITECTS
Project Manager R. Gannam MACDONALD ARCHITECTS
Project Architect T. Yam MACDONALD ARCHITECTS
Project Architect A. Keller MACDONALD ARCHITECTS
Admin S. Johnson MACDONALD ARCHITECTS
Principal Phil Singer SFE LANDSCAPE ARCHITECTS
Project Manager K. Gillespie SFE LANDSCAPE ARCHITECTS
Senior Associate R. Rees FEHR& PEERS
Engineer J. Hicks FEHR&PEERS
CAD Operator M. Johnstone FEHR& PEERS
Admin J. Flannery FEHR& PEERS
In the event that ARUP desires to replace any of the above-listed key personnel, ARUP shall provide the
Public Agency a detailed explanation of the circumstances necessitating the proposed substitutions, complete
resumes for the proposed substitutes, and any other additional information requested by the Public Agency.
Proposed substitutes shall have comparable qualifications to those of the persons or firms being replaced. The
Public Agency shall notify ARUP within 7 calendar days after receipt of all required information of its decision
regarding the substitutions.
Page 1 of 1