HomeMy WebLinkAbout6A(6) Attachment AENGINEERS • ARCHTTECfS • SCIEM'1STS
PLANNERS •SURVEYORS
March 31, 2010
Mr. Gary A. Gilot, P.E.
Director of Public Works
City of South Bend
County-City Building
227 West Jefferson Boulevard
South Bend, IN 46601
Re: Supplemental Agreement No. 1
Michigan Street, S-Curve Removal
DLZ Account No. 0761-2689-90
Dear Mr. Gilot:
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Please find enclosed three copies of Supplemental Agreement No. 1 for the above-mentioned project. Per
our original agreement dated July 23, 2007, we had developed up to 20% design plans, prior to the project
being placed on hold. Based on the coordination with City and Memorial Hospital, we are requesting the
following revisions to the Agreement:
Items as described in the agreement and shown in Figure 2.
2. Exhibit 1 is switched to show 2010 rates instead of 2007 rates.
We hope that this Supplemental Agreement meets with your approval and acceptance. We will be happy to
meet with you at your convenience to discuss the Supplemental Agreement in detail.
DLZ appreciates this opportunity to provide continued service to the City of South Bend on this important
project.
Very truly yours,
DLZ INDIANA, LLC
J ep Zwierzynski, P. .
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2211 East .leffersOn Blvd. South Bend, Indiana 46615 • (574) 236-4400 FAX (574) 236-4471
With Offices Throughout The Midwest
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SUPPLEMENTAL AGREEMENT NO. 1
This supplemental Agreement No. 1 is made and entered into this day of
2010, by and between the CITY OF SOUTH BEND, INDIANA, acting by and
through the BOARD OF PUBLIC WORKS, hereinafter referred to as the "OWNER", and
DLZ INDIANA, LLC, 2211 East Jefferson Boulevard, South Bend, Indiana 4fifi15,
hereinafter referred to as the "ENGINEER".
WITNESSETH
WHEREAS, the OWNER and ENGINEER did, on July 23, 2007 enter into an
agreement for preparation of construction documents for certain street improvements
along Michigan Street, Madison Stree#, Marion Street, Lafayette Street and Main Street
WHEREAS, the OWNER has requested certain additional services not
included in the original contract dated July 23, 2007, specifically improvements
along Michigan Street, Madison Street, Navarre Street, Bartletf Street, Lafayette
Street and a consolidated parking lot bounded by Michigan, Main, Madison and
LaSalle Streets.
NOW THEREFORE, the OWNER and the ENGINEER desire to amend the
above referenced Design Contract as follows:
Add Sections A.14-A.17 to Appendix "A~ as follows:
14. Complete topographic survey from back of walk within the block
bounded by Michigan Street, LaSalle Avenue, Main Street and
Madison Street, not Including Burger King Property, located in the
northeast corner of Main Street and LaSalle Avenue. The total area
is approximately 2.5 acres.
15. Complete topographic survey along Michlgan Street, between
Navarre Street and Bartlett Street, from the east curb line to the face
of the building, approximately 25 feet in width. The location of the
existing trees will also be picked up along the west side. The length
of survey along Michigan Street well be approximately 660 feet.
16. Complete topographic survey on north side of Navarre Street,
between Michlgan Street and the first alley to the east, approximately
40 feet In width. The length of survey along Navarre Street will be
approximately 185 feet.
17. Complete topographic survey on the south side of Bartlett Street,
between Michigan Street and the first alley to the east, approximately
35 feet in width. The length of survey along Bartlett Street will be
approxima#ely 185 feet
Figure 1 is replaced and included herewith.
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Supplemental Agreement No. 1
Ill. Section B of Appendix "A" is modified as follows:
B. The Projec#, as described herein, shaE! consist of preparing preliminary/grade
review design (38°{0 20% complete plans) for the following:
IV. Section C of Appendix "A" is modified as follows:
C. The ENGINEER will prepare ~a~ conceptual (38°~ 20% complete) traffic
signal plans at the following intersections:
V. Section D of A~endix "A" is modified as follows:
D. The ENGINEER will prepare pe~linaifla~~conceptua/ (38°~e 20% complete) traffic
signal mod cation plans at the following intersec#ions:
VI. Section ~. of Appendix "A" is modified as follows:
L. The ENGINEER shall prepare preliminary (~8~6-seed 25% roadway signing
design and plans for this project. Ali signing will be in accordance with the
Indiana MUTCD. Overhead signage will be desig~aed modifred for the lane
drops along northbound Michigan Street.
VII. Section M of Appendix "A" is deleted in its entirety:
M. Not Used.
VIII. Section O of Appendix "A" is modified as follows:
O. The ENGINEER shall identify areas where land acquisition would be required to
construct the project. If requested by the OWNER, the ENGINEER shall obtain
title abstracting and shall prepare plats and legal descriptions for up to a-8 6
parcels.
lX. Add Section R to Appendix "A" as follows:
R, the ENGINEER shall prepare construction plans for the items described
below (Bid Packages 1 8 2) (see Figure 2). The Bid Package 7 shall consist
of improvements along the streets including but not limited to pavement
replacement new curb, sidewalks, tree lawns, imgation system and
electrical services. New curb and gutter will be provided on Madison and
Lafayette Streets. Bid Package 2 shall consist of converting the block
bounded by Michigan, Main, LaSalle and Madison Streets into a
consolidated parking lot The parking lot shall not include the Burger King
Properly located in the northeast corner of the intersecfion of Main Street
and LaSalle Street All the scope items described below maybe tailored as
necessary to meet the construction budget of $3,450,000.00.
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Supplemental Agreement No. 1
Bid Package 7 shall comprise of the following items:
7. The ENGINEER shall design a southbound exclusive right turn lane
at the intersection of Michigan Street and Bartlett Street, including
the signal modibcation and replacement of curb, sidewalk and tree
lawn. The bus shelter shat! be removed and not relocated for the
righf turn Lane. The Corner of the parking lot will be reconfigured to
accommodate a free lawn/sidewalk along the turn lane. The
feasibility of relocation of south crosswalk on Michigan Street will
also be checked. There will be no provision of stamped concrete
crosswalks at this Ivcation. The total length of improvements along
Michigan Street is approximately 300 feet.
A new irrigated tree lawn and lighting will be provided as part of this
item on the west side of Michigan Street
2. The ENGINEER shall design the widening of Bartlett Street, west of
Michigan Street, to provide a westbound left turn for entrance into
the Bartlett Street Garage. The existing parallel parking row may be
removed on the north side of the street fo accommodate the turn
lane. The total length of improvements along Bartlett Street is
approximately 300 feet
A new irrigated tree lawn and lighting will be provided as part of this
item on the north side of Bartlett Street
3. The ENGINEER shall design Madison Street for two-way tral~c
between Lafayette Street and Michigan Street. The design of
Madison Street shall include removing the existing brick pavement
and reconstructing with full--depth asphalt pavement from Lafayette
Street to Michigan Street The curb and sidewalks will also be
replaced. if allowed by the existing R/W, a center turn lane will be
accommodated. The total length of improvements along Madison
Street is approximately 900 feet
A new irrigated tree lawn will be provided as part of this item on both
sides of Madison Street.
4. The ENGINEER shall design placement/replacemenf of curb and
sidewalks, as needed, on Marion Street, between Michigan Street and
Lafayette Streef. The existing bituminous pavement along Marion
Street will be milled and overlayed with 1 %" of surface. The total
length of improvements along Marion Street is approximately 700
feet
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Supplemental Agreement No. 7
5. The ENGINEER shall design Lafayette Street, between Madison
Street and Navarre Street. The design shall include removing the
existing brick pavement and reconstructing with full-depth asphalt
pavement from Madison Street to Navarre Street The total length of
improvements on Lafayetfe Street is approximately 1,000 feet.
There will be no improvements to the sidewalk and the lighting for
this item.
8. The ENGINEER shall design placement/replacement of curb and
sidewalk, as needed, on Main Street, between Marion Street and
Navarre Street, on the west side of street. The existing bituminous
pavement along Main Street will be milled and overlayed with 1 %" of
surface. The OWNER desires to provide angled parking on Main
Street on the east side, from Main Street to approximately 250 feet
north. In accordance with the supplied plan (Figure 3), sidewalk will
be replaced and planting restored, where available. The total length
of improvements along Main Street is approximately 500 feet.
A new irrigated tree lawn will be provided as part of this item on the
west side of Main Street.
7. The ENGINEER shall design for the removal of the concrete ingll for
the provision of irrigated tree lawn on the east side of Michigan
Street, between Navarre Street and Bartleft Street, to match the west
side of the street. This will also include replacement of sidewalk and
curb, as necessary. Michigan Street will be milled and overlayed
with 1 %" of surface. Also, the electrical system will mirror the
existing west side. Electrical outlets will be provided on east side
tree lawn from Marion Street to Bartleft Street The existing frees in
this block can be removed and replaced. The total length of
improvements along Michigan Street is approximately 600 feet
The provision of trees in the tree lawn is subject to lNDOT review and
approval. There will be no provision of lighting for this Item.
8. The design of Michigan Street from north of LaSalle Sfreet to
Madison Street shall include pavement marking changes only to
facilitate a left turn lane from northbound Michigan Street to
westbound Madison Street and three north bound lanes on Michigan
Street from Madison Street to Marion Street The concrete infill will
be removed for the provision of irrigated tree lawn on the east and
west sides of Michigan Street, between Madison Street and LaSalle
Street. This will also include replacement of sidewalk and curb, as
necessary. Michigan Street will be milled and overlayed with 1 %" of
surface. The total length of improvements on Michigan Street is
approximately 600 feet.
4 of 13
Supplemental Agreement No. 1
The pavement marking modifications is subject to /NDOT review and
approval.
9. The ENGINEER shall design for the removal of concrete in}ill for the
provision of irrigated tree lawn on the north side of Navarre Street,
between Michigan Street and the first alley to the east. This will also
include replacement of sidewalk and curb, as necessary. Navarre
Street will be milled and overlayed with 1 %" of surface. The total
lengfh of improvements along Navarre Street is approximately 200
feet
10. The ENGINEER shall design for the removal of concrete infrll for the
provision of irrigated tree lawn on the south side of Bartlett Street,
between Michigan Street and the first alley on the east side. This will
also include replacement of sidewalk and curb, as necessary. Milling
and overlaying will be required for replacement of curb. The total
length of improvements along Bartletf Street is approximately 200
feet.
11. The ENGINEER shall design for the provision of ADA compliant
ramps at the intersections of Michigan Street with Bartlett Street and
Navarre Street
12. The ENGINEER shall design for the sidewalk replacement along
south side of Bartlett Street between Michigan Street and the
entrance into the Bartlett Street Parking Garage to meet the current
grade requirements. The total length of improvements along Bartleft
Street is approximately 150 feet.
13. The ENGINEER shall design for the closure of the access fo old Pizza
Hut Building on the east side of Michigan Street north of Marion
Street After closure, new irrigated free lawn will be provided from
Marion Street to approximately 150 feet north. Also, irrigation for
existing tree lawn and electrical outlets will be provided from Marion
Street to Navarre Street The total length of improvements along
Bartlett Street is approximately 150 feet
This will also include coordination with /NDOT for the elimination of
a driveway permit, if required.
14. The ENGINEER shall design a park setting for the median island
located in the southeast corner of the intersection of Main Street and
Marion Street. Irrigation will be provided. Planting should also match
the improvements to intersection island, located at the intersection
of Michigan Street and Marion Street to make both work together
visually. The pedestrian movement will be reviewed at this location.
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Supplemental Agreement No. 1
75. The ENGINEER shall design for the partial removal of the -eft--most
northbound travel lane on Michigan Street, from the E/UV alley
between Madison Street and Marion Street, through the curve
(adjacent to the Hospital's Gateway Parking Lot), unfil where it
merges wifh the left-most southbound travel lane on Main Street.
This area wi/1 be infrl/ed for the provision of a planted tree lawn. If
budget allows, the sidewalk will be relocated from the current
location fo allow for a five foot planting buffer between the parking
lot edge and sidewalk. Lighting will also be provided in fhe buffer.
Irrigation will be provided for the buffer.
The partial removal of the travel lane is subject to INDOT review and
approval.
7fi. The ENGINEER shall design new curb, sidewalk and Irrigation on
Michigan Street between Bartleft Street and Park Lane, on the west
side of the street. The existing trees will be maintained wifh no
provision of new trees. The total length of improvement is
approximately 200 feet
The improvements are subject to INDOT review and approval.
Bid Package 2 shall comprise of the following item:
77. The ENGINEER shall design a consolidated parking lot wifh a
permanent access easement, combining all of LaSalle-Main-
Michigan-Madison block, except the Burger lung property. !f
needed, the existing alley maybe vacated. The overhead power and
te-ephone lines and will be checked for a feasibility to relocate
underground (by others}, if needed The parking lot will be a surface
parking lot with no gate system. All the elements will be brought in
conformance with OWNER's ordinance - ADA, green space, lighting,
drainage, etc. The OWNER also desires green design to
accommodate stormwater on site, with no increase in load to the
existing storm sewer system. Lighting for this parking lot should be
similar to Sternberg double lights wifh banner arms used on Portage
Avenue. The total area of this improvement is approximately 2.5
acres.
X. Add Section S to Appendix uA" as follows:
7. For Bid Packages 7 and 2, items described in Section R, the
ENGINEER shall prepare (~} one set of Preliminary Field Check (PFC)
plans (65%) and a preliminary statement of probable construction
cost for the OWNER'S review and comment. Upon review and
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SupplementaE Agreement No. 1
approval of the PFC plans, the ENGINEER shall prepare Final Plans
and a revised Statement of Probable Construction Cost
The Final Plans shall include all construction details, show all
impacts including access provisions fo adjacent properties, show
righfs of way required for construction of the project and include any
maintenance of traffic provisions necessary for fhe roads at all ends
of the project.
The statement of probable construction cost for construction and
shall include all items of work required for the complete construction
of the work, including all fmporary work necessary in connection
therewith, but shall not include the cost of such items of work for
which the OWNER, through its own forces or through other party or
parties will prepare detail plans.
After approval of the Final Plans, the ENGINEER shall prepare Final
Tracings.
2. The ENGINEER shall prepare and submit fhe application and back-up
documentation for the following permits, as required:
a. Rule 5 -Erosion Control:
i. Prepare a Notice of Intent Letter
ii. Prepare a Project Location Map
iii. Prepare Plan and Profile Sheets and Erosion Control
Plans to show existing vegetation, drainage patterns,
adjacent land use, storm water discharge locations,
ultimate receiving waters, the proposed storm water
system, construction details of outlet protection below
the storm water outlets and watercourses on and
adjacent to fhe project site.
iv. The erosion control plan will show the location,
dimensions and construction details for the initial
perimeter protection. The plan shall also show the
location, dimensions and construction details of alI
Temporary Erosion Control Measures.
v. Provide a plan showing the location, dimensions, and
construction details of all Permanent Erosion Control
Measures.
vi, Provide the specifications and Details for proposed
Storm Inlet Protection, Stable construction entrances
and erosion and sediment control on individual lots, as
required.
vii. Provide maps showing fhe Floodplains, Floodways, and
Floodway Fringes.
viii. Determine soil types within the project area.
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Supplemental Agreement No. 1
ix. Provide a schedule when disturbed areas will be
stabilized and specifications for permanent seeding.
x. Delineate the disturbed and preserved areas and
proposed locations of soil stockpiles and borrow areas.
xi. Complete permit application form.
3. Upon completion and final approval of the work by OWNER, the
ENGINEER shall deliver to fhe OWNER the following, which shall
become the property of the OWNER:
a. One (1} -Copy of final approved tracings of the contract plans
drawn to a suitable scale on standard 24" x 36" sheets.
Electronic copies (.PDF tiles) of the approved tracings will be
provided for the OWNER's use in soliciting bids from
Contractors.
b. One (1) - Sef {copy) of all electronic survey held notes {Transit
8 Level Notes), section plats, and subdivision plats for all
surveys the ENGINEER has performed on the project The
held notes will be provided to the OWNER via a computer
diskette and a hard copy of electronic field survey data in
ASCII format and an AUTO-CAD drawing of the topographic
survey. A copy of any other supporting conventional survey
data will also be provided in approved Engineer Field Book{s).
c. One (7} -Set of Special Provisions for the Specifications.
Electronic copies (in Adobe Acrobat .PDF format) of fhe
special provisions will be provided for the OWNER's use in
soliciting bids from Contractors.
d. One (7) -Copy of the statement of probable construction cost:
e. One (~) - Copy of all design computations, indexed, paged and
bound.
f. One (7} copy of all plan drawings and specifications (in Adobe
Acrobat .PDF format}.
4. The ENGINEER shall provide Bid phase services. Bid phase services
shall include:
a. Assist the OWNER in advertising for and obtaining bid
proposals for a prime contractor for construction, materials,
equipment and services; and, where applicable, attend apre-
bid conference.
b. Issue addenda as appropriate to interpret, clarify or expand
the Bidding Documents that are not directly related to an error
or omission from the ENGINEER.
c. Consult with and advise fhe OWNER as to the acceptability of
subcontractors, suppliers and other persons and
organizations proposed by the prime contractor (herein
referred to as the "Con#ractor") for #hose portions of the work
8 of 13
Supplemental Agreement No. 'I
as to which such acceptability is required by the Bidding
Documents.
d. Consult with the OWNER concerning and to determine the
acceptability of substitute materials and equipment proposed
by the Contractor when substitution prior to the award of
contract is allowed by the Bidding Documents.
e. Attend the bid opening, prepare bid tabulation sheets and
assist the OWNER in evaluating the bids orproposa/s.
5. Following approval of the tracings and the bidding process, the
ENGINEER will be responsible for attending the Pre-Construction
Meeting.
6. Construction Phase Office Services: The ENGINEER will provide
design support to the OWNER's Resident Projecf Engineer, as
required and as directed by the OWNER, The ENGINEER will meet at
the project site with the OWNER or their Resident Project Engineer,
as required and as directed by the OWNER, to assist in any matter
that may arise during the construction of the project.
Additionally, fhe ENGINEER shall review or take other appropriate
action upon fhe Contractor's submittals such as Shop Drawings for
lighting, landscaping and streetscape amenities, Product Data and
Samples, but only for the limited purpose of checking for
conformance with information given and the design concept
expressed in the Contract Documents. The ENGINEER's action shall
be taken with such reasonable promptness as to cause no delay in
the Work or in the activities of the OWNER, Contractor or separate
contractors, while allowing sufficient time in the ENGINEER'S
professional judgment to permit adequate review. Review of such
submittals is not conducted for the purpose of determining the
accuracy and completeness of other details such as dimensions and
quantities, or for substantiating instructions for installation or
performance of equipment or systems, all of which remain the
responsibility of the Contractor as required by the Contract The
ENGINEER's review shall not constitute approval of safety
precautions or, of any construction means, methods, techniques,
sequences or procedures, The ENGINEER's approval of a specific
item shall not indicate approval of an assembly of which the item is a
component
If professional design services or certifications by a design
professional related to systems, materials or equipment are
specifically required of the Contractor by the Contract Documents,
the ENGINEER shall specify appropriate performance and design
criteria that such services must satisfy. Shop Drawings and other
submittals related to the Work designed or certified by the design
9 of 13
Supplemental Agreement No. 7
professional retained by the Contractor shall bear such
professional's written approval when submitted to the ENGINEER.
The ENGINEER shall be entitled to rely upon the adequacy, accuracy
and completeness of the services, certifications or approvals
performed by such design professionals.
XI. Add Item 12 to Appendix "B" as follows:
1. Construction Inspection/Observation/Administrative services
Xll. Section A of Appendix "C" is modified as follows:
A. Field Survey complete within ~5 15 days after receipt of notice to proceed for
both Bid Packages 1 and 2.
Xlil. Section B of Appendix "C° is modified as follows:
13. Bid Package 1
1. Preliminary Plans within ~5 30 calendar days after completion of the Field
Survey.
2. Right of Way Plats and Legal Descriptions, if required, within 21 days after
approval of the preliminary plans
3. Final Plans within 30 calendar days after approval of Preliminary
Plans, includes 7 calendar days of OWNER review time.
4. Final Tracings within 21 calendar days after approval of Final Plans,
includes 7 calendar days of OWNER review time.
5, The anticipated lefting date for Bid Package 1 is June 28, 2010.
XIV. Add Section 0 to Appendix "C" as follows:
D. Bid Package 2
1. Preliminary Plans within 75 calendar days after bidding of Bid
Package 1.
2. Final Plans within 30 calendar days after approval of Preliminary
Plans, includes 7 calendar days of OWNER review time.
3. Final Tracings wifhin 30 calendar days after approval of Final Pans,
includes 7 calendar days of OWNER review time.
4. The anticipated letting date for Bid Package 2 is September 13, 2010.
XV. Section A.1 of Appendix "D" is modified as follows:
1. The ENGINEER shall receive as payment for the work performed under
this Agreement the total fee not to exceed of $245;~~A:A9 $456,750.00,
unless a modification of the agreement is approved in writing by the
OWNER.
10 of 13
Supplemental Agreement No. 1
XVI. Section A.2 of Appendix "D" is modified as follows:
XVII. Section A.17 of Appendix °E" is modifed as follows:
17. .
XVIII. Section A.19 of Appendix "E" is modified as follows:
19. ,
XIX. Section A.21 of Appendix "E" is modified as follows:
21.
XX. Section A.23 of Appendix "E" is modified as follows:
23.
e1=S
XXI. Section A.27 of Appendix "E" is modified as follows:
27. Permitting Applications except for Rule 5 -Erosion Control.
11 of 13
Supplemental Agreement No. 1
2. The ENGINEER will be paid for the work performed under Appendix "A" of
this agreement on a Lump Sum basis in accordance with the following
schedule, except as noted in the items below:
XXII. Amendment:
This contract amendment increases the current contract fee of $245,250.00 by
$211,500.00 to $456,750.00. Al! other terms and conditions as set forth in the original
contract dated July 23, 2007 shall remain in full force and effect, except as herein
modified.
The undersigned attests, subject to the penalties for perjury, that he is the contract
party, or that he is the representative, agent, member or officer of the ENGINEER that
he has not, nor has any o#her member, employee, representative, agent or officer of the
firm, company, corporation or partnership represented by him, directly or indirectly, to
the best of his knowledge, entered into or offered to enter into any combination,
collusion of agreement to receive or pay, and that he has not received or paid, any sum
of money or other consideration for the execution of this Contrac# other than #hat which
appears upon the face of the Contract.
IN TESTIMONY WHEREOF, the parties hereto have executed this Supplemental
Agreement No. 1.
ENGINEER: OWNER:
CITY OF SOUTH BEND, INDIANA
BOARD OF PUBLIC WORKS
Bv:
Gary A. Gilot, P.E.
T:
Gary K. isk, P. .
Vice President
Bv:
Carl P. Littrell
~•
Donald E. Inks
ATTEST:
Approved as to Legality and Form:
Attorney for City of South bend
12 of 13
Supplemental Agreement No. 1
DLZ INDIANA, LLC
ACKNOWLEDGMENT
STATE OF IND[ANA COUNTY OF ST. JOSEPH SS:
Before me, the undersigned Notary Public in and for said County personally appeared
Joseph C. Zwierzynski, President and Gary K. Fisk, Vice President of DLZ Indiana,
LLC, 2211 E. Jefferson Blvd., South Bend, IN 46615, and each acl owledged the
execution of the foregoing agreement on this ~ day of r~ , 2010
and each acknowledged and stated #hat he is the party authorized by the said firm to
execute the foregoing agreement.
Witness my hand and sea( the said fast named date.
My Commission Expires: ~
March 6 2016 ~~O`~~'~'''`'`~
Connie J. Hume otary Public
County of Residence: St. Joseph
ACKNOWLEDGMENT
STATE OF INDIANA
COUNTY OF SS:
Before me, the undersigned Notary Public in and for said County personally appeared
Gary A. Gilo#, Carl P. Littrell and Donald E. Inks of the City of South Bend Board of
Public Works and acknowledged the execution of the foregoing agreement on this
day of , 2010.
Witness my hand and seal the said last named date.
My Commission Expires:
Notary Public
County of Residence:
M:IPROJ10~61~2689Wocs\agreement\5A#11Supplernental A~eement 1.DOC
13 of 13
Supplemental Agreement No. 1
F.zhihit 1
DLZ INDIANA, LLC
STANDARD FEE STRUCTURE
ENGINEERING/ARCAITE CTURAL
2010
1 Frinci al $220.00
49 Division Mana er Chief En 'neer) $175.00
5 0 D artment Mana er $1 b0.00
55 Re 'stered Land Surveyor ~ $130.00
21 Pro'ect Mara er $135.00
214 Senior Ri t-of-Wa En ' eer $135.00
330 Electrical En ineerin S ecialist $150.00
53/58 Engineer IIUArchitect IIUI.andscape Architect IIU
Planner IIUScientist IIUGeolo 'st III $122.50
52/57 Engineer IUArchitect II/Landscape Architect II/
Planner II/Desi er IIUScientist II/Geolo 'st II $112.50
51/56 Engineer UArchitect ULandscape Architect U
Planner U Desi er II/Scientist UGeolo 'st T $90.00
28 Designer I $75.00
29 Technician $b5.00
147 Construction Administrator $105.00
152 Construction Observer $85.00
43 Clerical $50.00
,.. ,,. r._.. ~, r,:.
5 ~gry
Miles a $0.445/mile
Travel Ex erases Cost
Living Ex erases Cost
Re reduction Cost Ius 20%
Subconsultants Cost lus 20%
ui anent Rental Cost lus 20%
Rates are subject to revision on January 1, 20l i.
C'nct of living/inflation inrrPOCVC of ~ rn '70% nv~ annum ron }+A on-ininnfe.i
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