HomeMy WebLinkAboutAddendum No. 1 to Task Order 2.1 with JUB Engineers for Authorization for Additional Services for Ten Mile Creek Sewer Crossing(~j Uf J-U-~ ENGINEEl45, lnc.
250 S. Beechwood Avenue, Suite 201 • Boise, Idaho 83709-0944 • Telephone (208) 376-7330 • FAX (208) 323-9336
AIJTHORIZATION FOR ADDITIOIVAL SERVICES - NO. 1
CLIENT: CITY OF MERIDIAN
PROJECT NAME: Ten Mile Creek Sewer Crossinq
J-U-B Project Number: 10-08-011
The following additional items of work on the project referenced above have been or will be
provided by J-U-B ENGINEERS, Inc. These additional services are a supplement to the
scope of services contained in J-U-B's existing Master Agreement for Engineering Services for
this project approved bv Citv Council on December 12 2006 and Task Order 2 1 aqaroved bv
Citv Council on Februarv 26. 2008.
Additional Services:
J-U-B ENGINEERS, Inc. was verbally authorized to provide these services by:
n/a n/a
Name Date
Dated this ~°~~ day of , 2008.
Citv of Meridian J-U-B ENGINEfRS, In~.
Print or Type Client Name
~~/
l~ By~ By~ ~
~ Client or Re e ntative Signature Project epresentative Signature
Tammv de Weerd, Mavor ~-~~+~~~~~~+~p~illip H. Krichbaum, P.E. - Proiect Manaqer
Print or Type Name and Title `\``\\~~~~{ ~~~~,,~~','' Print or Type Name and Title
d ~,~ ~i .;
Attest: o
Jaycee Ho man, City Clerk _ gEAL =
; , ,$~
'';9 ~T ts~ • ~O`,~;
,,~Q~ \AQ. ,~~.
~'~% ~f~~f ~
'''~~,,,~ ~~ ~, ~ ~,~~~''
aYl'
Unless otherwise noted below, J-U-B ENGINEERS, Inc. will provide these additional services
on a time and materials basis, using the Firm's standard billing rates, or if applicable, the
billing rates established in the initial Agreement for Engineering Services.
J-U-B ENGINEERS, Inc.
Attachment 'A' - f0-08-011
CITY OF MERIDIAN
TEN MILE CREEK SEWER CROSSING REPLACEMENT
Addendum No. 1 to Task Order No. 2.1
ATTACHMENT "A" - FEE SCHEDULE
Basis of Fee and Billin~ Schedule
The City shall pay J-U-B for its services and reimbursable expenses as follows. A labor and
equipment detail is presented in Exhibit "B-2":
Task A - Project Meetings
• Task A- Project Meetings (Time and Materials)
Original Estimated Bud~et ............................:............................................. $695
Addendum No. 1 ....................................................................................... 363
Revised Task Order Amount ...................................................................... $1,058
Task B- Feasibility Analysis - COMPLETE
• Task B- Feasibility Analysis (Lump Sum)
Original Lump Sum Price .................................................................:....... $3,288
Task C- Preliminary and Final Design - TO BE COMPLETED UNDER SEPARATE TASK ORDER
• Task C- Trunk Sewer (Lump Sum)
Original Lump Sum Price ........................................................................ $16,850
Addendum No. 1 ................................................................................ < 16 850>
Revised Task Order Amount ............................................................................ $0
Task D- Trunk Sewer Additional Services - TO BE COMPLETED UNDER SEPARATE TASK
ORDER
• Tasks D- Additional Services (Time and Materials)
Original Estimated Budget ........................................................................ $3,578
Addendum No. 1 ................................................................................. < 3 578>
Revised Task Order Arnount ............................................................................ $0
Task E- Agency Coordination and Permitting
• Tasks E- Agency Coordination and Permitting (Time and Material)
Original Estimated Budget ........................................................................ $7,202
Addendum No. 1 ....................................................................................... 469
Revised Task Order Amount ...................................................................... $7,671
Task F - Easement Coordination
• Task F- Easement Coordination (Time and Materials)
Ori~inal Estimated Bud~et .....................................................................:. $2,085
Addendum No. 1 .................................................................................... 1 817
Revised Task Order Amount ...................................................................... $3,837
Ciry of Meridian - Ten Mi[e Creek Sewer Crossing Replacement ppge _~
Task Order 2.1, Addendum No. 1
Page 1 of 1
Task Order No. 2.1
Addendum No. 1- Exhibit B
CITY OF MERIDIAN - TEN MILE CREEK TRUNK SEWER CROSSING
ADDENDUM NO. 1- ADDITIONAV(REDUCED) LABOR AND EQUIPMENT DE7AIL
Rroject P~oject SWcturel ~ Survey Easement ~ 2- Man GPS
Manager/OC.Engineer Engineer EIT PLS Tech. iNegotiator Drattsman Clerical Survey Equip. SuDCOnsultant TASK
A rox. Em lo ee Hourl Pa Rate ~553.84 $44.37 ~ $42.14 . $23.57 . ~$47.27 $22.34 , $27.50 . $17.00 $14.50 $45.00 $50:00 ~ TOTlLL
TASK A- RROJECT MEETiNGS ( t&M) `
~ 1 Pro ress/Revlew Meelin 1 assumetl ~~!
2 P~o e Owner Meelin s 2 assumed q
TOTAL TASK A Q.0 0:0 0.0 ; 0.0 ~' OA 0,0 y 4.U 0.0 ~ 0.0 0.0 0.0 ' $0 $363
' ORIGINAL TASK ORDER AMOWNT: $695
' REVISEU TASK ORUEH AMOUNT: $1,058
i/1SK B.- FEIISIBILI7'Y ANALYSIS ( LUMP SUM) - COMPL ETE ~
1 ~Feaslbili Mal sis
~
Evetuate Re
lacement Methods
Evaluate Pipe Materials
Evaluate Alternate TrunkLOCatioNAli nment
Letler Re ort -
TUTAL TASK B 0.0 0.0 OA 0:0 0.0 ' UA = OA 0-0 0.0 OA ' 0.0 $0 $0
ORIGINAL TASK ORUER AMOUNT: $3,288
R_EVISE_D TASK ORUER AMOUN7: $3,288
TASK C- PRELIMINARY AND FI_NAL DESIGN (LUMP SUM) ~ ~
TOTAL TASK C 12.25 2L.5 9.0 52.5 '(3.5 (7.5 : OA 56.0) f2.U 8.0) 8.0 $0 $19,793
ORIGINAL TASK OFiDER AMUUNT: $79,793
REVISEU TASK ORUER AMOUNT: $0
TASK U- TRUNK SEWEH ADDITIONAL SERVICES (T&M ~ ~ ,. ~
TOTAI TASK D O:Q 0.0 ; 0.0 ' (1.00) 0.0 OA 0.0 OA 0.0 0:0 U.0 , ($3,500) ' ($3,578)
ORIGINICL TASK URDER AMOUNT: $3,576
• REVISED TASK ORDER AMOUNT: $0
TASK E- AGENCY COORDINATION AND PERMITTING (T &M) ~
1 DralnageVr~igatlon Distrlcl CoorCination anAPermltt in
Site Meetin & Corres ondence ~
. repare run ewer ~ icense greemen s-
assumetl), Coordination
~ SUBTOTAL E. - 0 0 0 0 0 0 0 0 -D ~ D 0 0 0
~ 2 USCOE404 Coortlinatlon & Permitting
-
Site Meetin -
Adtlitional Fieltl To o. Surve
Pre are A Iication Exhibits, Plan, Sections, Details ~ - ~
Pre are USCOE antl IDWq Permittin - Iication
IDL Le al Descri tion and~Exhibils 7 legal ~ ~
~ SUBTOTAL E.2 0 .- - 0 0 ~ 0 0 0 0 0 0 ~ 0 0 0 0
3 IDEU SUBMIITAL PACKAGE tt~Necessa
-
Pre are Trunk Sewer Submittal Packa e
Incor orate TrunK Sewer Review Comments
~ SU870TAL~E:3 . 0 0 0 0 0 ~ 0 -0 0 0 0 0 0 0
4 PLOODPLAIN DEVELOPMENT PERMR
Pre are Flootl lain Develo ment Permit
~ SUBTOT EA 0.5
D.5 1
1
0 3
3
- 0
0
0
- 0
~ 0
0
- -~0
0 ~
469
TOTAL TASK E ' 1'.0 2A 0.0 ' 6,0 0.0 0.0 • 0.0 ' 0.0 0:0 ' 0.0 . 0~0 $U $469'
ORIGINAL TASK URDE
REVISED TASK ORUE R /1MOUNT: $7,202
R AMOUNT: $7,671
TASK F - EASEMENT COORDINA'f10N (T&M) ~~ ~ .
t EasemenT.ldenqfication antl Prelimina Ezhibits
~
Easement Identification ' (0.5) . -
Pre ie Preliminary Easement Ma s-
Research Ownershi
suerorr~ F.i
o.o
~os~
o.o
o.o (0.5)
~os~
o.o
o:o
o.o
o.o
o.o
o.o
o.o
se
~ 2 Easementlegal'Desari tions -
Pre are Le al Descri tions and~Exhibits 2 arcels 0.75 Z.p p.5 -
(D00S not InCIU08 litle re OAS Or e raisals
- SUBTO F.2
0:0
OJS
0:0
~ 0.0
0:0
2.0 -
0.0
2S ~
0:0
0.0
0.0
~OA .
~ 98
3 Pro rty ~Owner'Meeqngs antl Negotlatlons
Pro erty Owner Meelin s 2 owners, 2meetin s (2.p) . q,p
EasemeMNe otiatians (i.0) 4.0 2A) 10.0
Pre are EasementAC u(sidon Dauments
---- ~ S BTOT .3 ~
(3.0) 1A
. SA~
OA ~
(2.0)
0:0
0:0 2.0
16.0
0:0
0.0
0.0
0.0
OA
~$1,488
TOTAL TASK F (3.0)' 5.5" 0:0 (2.0) (1.0) ;' 4A f 16:0 ; 5.0 , 0.0 ' 0,0 0.0 ' OA $1,817
ORIGINAL TASK ORDER
HEVISED TASK OHDE AMOUNT: $2,085
R AMOUNT: $3,903
-_ Amended Task Order 2.1 Tetale at5 oto
- ~ GSk ~raer 2.1: +~3;1~0
__._-- ,(J
~4~/q11110ih/lf : 52~ (0'~9 ~Yk
J-U-B ENGINEERS, Inc.
GITY OF MERIDIAN
TEN MILE CREEK SEWER CROSSING REPLACEMENT
Addendum No. 1 to Task Order 2.1
' EXHIBIT "C"
Amended Items to Scope of Engineering Services
Proiect Understandin~
The following is J-U-B's understanding of the Project.
Exhibit 'A' - 10-OS-011
The City of Meridian identified a segment of the Ten Mile Trunk, crossing Ten Mile Creek, that has failed or is
nearing failure. The aerial sewer crossing is an un-sleeved 15-inch diameter steel carrier pipe. A feasibility
analysis to determine a preferred replacement method, pipe material(s), and alignment was completed and
approved by the City.
The project indudes design of the replacement and upsizing of the 15-inch Ten Mile Trunk Sewer Crossing.
The feasibility analysis recommended a new aerial sewer crossing (21" PVC sewer in steel casing) of Ten Mile
Creek approximately 80 feet east of the existing crossing. The project will also include approximately 90
lineal feet of parallel sewer in W. Kimra Street and tie-in to existing manhole near the intersection of W.
Kimra Street and S. Heidi Place. The project does not include hydraulic modeling of the sanitary sewer system
or Ten Mile Creek.
Task E- A~encv Coordination and Permittin~
1. A~ency Coordination and Permittin~
D. City of Meridian Floodplain Development Application
J-U-B will prepare a Floodplain Development Apptication for submittal to the City of Meridian
Building Department. For this Scope of Services, it is assumed that neither establishment of a base
flood elevation (BFE) nor a°no-rise certification" is required.
City of Meridian - Ten Mile Creek Sewer Crossing Replpcement pa8e _ 1
Task Order 2.1, Addendum No. 1