HomeMy WebLinkAboutC22300 Amendmet 3 Cook Street Widening 601-05REQUEST:
SUBMITTED BY:
CONTRACTOR:
DATE:
CONTENTS:
Recommendation:
CITY OF PALM DESERT
PUBLIC WORKS DEPARTMENT
STAFF REPORT
Approve Contract Amendment No. 3 to Contract No. C22300
with Harris & Associates for professional design services for the
widening of Cook Street between Frank Sinatra to Fred Waring
Drive (Project Number 601-05).
Mark Greenwood, P.E.
City Engineer/Acting Director of Public Works
Harris & Associates
34 Executive Park, Suite 150
Irvine, California 92614-4705
January 26, 2006
Amendment No. 3 to Contract No. C22300
Proposal
Vicinity Map
By minute motion, approve Amendment No. 3 to Contract No. C22300
with Harris & Associates, in the amount of $384,435.00, to expand the
scope of professional design services to include the preparation of final
plans, specifications, and estimate to widen Cook Street to six lanes
between Frank Sinatra Drive and Fred Waring Drive.
Discussion:
On February 12, 2004, City Council approved Contract No. 22300 with Harris &
Associates to design the Country Club Drive/Cook Street and Cook Street/Hovely
Avenue intersection storm drain improvements (Project No. 505-03) that will
eliminate cross gutter and nuisance water issues at these intersections. On June
24, 2004, Council approved Amendment 1 to Contract 22300 to include the
Hydrology Study for the Monterey Avenue Storm Drain between Fred Waring and
the Whitewater Channel. On August 25, 2005, Council approved Amendment 2 to
Contract 22300 for a preliminary analysis and design of striping plans to identify
where only re -striping would be required to accommodate the expansion of Cook
Street from four lanes to six lanes.
Staff requested that Harris & Associates submit a proposal to provide professional
engineering services for the preparation of final design plans, specifications and
estimate for the construction of street improvements on Cook Street from Frank
Sinatra Drive to Fred Waring Drive. After careful review of the proposal, scope
negotiations and consideration of the firm's extensive experience with the proposed
Cook Street widening, staff is confident with the value being received for the 3.7-mile
long roadway expansion. Awarding the final design of the Cook Street widening
Staff Report — Contract Amendment #3 to Contract C22300 Harris & Assoc.
Page 2 of 2
January 26, 2006
project to Harris & Associates has substantial time, efficiency, and cost savings,
including:
• This would combine the major intersection and drainage improvements with
the entire street widening which would be more efficient and would result in
less disruption to motorists.
• The design of the project will be completed sooner and construction could
begin this summer.
• The firm has already completed the design of the street widening and storm
drain improvements at the major intersections as part of the original contract
and has already done substantial work required to design the entire roadway
widening.
The Cook Street project will include the roadway widening, traffic signal
modifications, drainage improvements, utility relocations, and replacement planting.
The road construction will alleviate the traffic congestion and drainage issues that
currently exist on Cook Street.
The Coachella Valley Association of Governments (CVAG) will be contributing 50%
of the project costs. Funds are available for this Contract Amendment in the project
account for the Cook Street Widening, 213-4385-433-4001. Staff, therefore,
recommends that City Council approve Amendment No. 3 to Contract No. 22300
with Harris & Associates, in the amount of $384,435.00, for professional design
services to widen Cook Street to six lanes between Frank Sinatra Drive and Fred
Waring Drive (Project No. 601-05).
Submitted By:
Johr . Garcia, P.E.
Eng eering Manager
Approval
6
ACM for Devel
City Manager
ent Services
Mark Greenwood, P.E.
City Engineer/Acting Director of
Public Works
G:1PubWorks\Staff Reports120061January 2616 Approve CO 3 C22300 Harris AssoclApprove Harris Assoc CO 3 C22300 Cook St Widening 601-05.doc
CITY OF PALM DESERT
CONTRACT AMENDMENT
P.O. #
Contract
Project #
Project Description: Cook Street Widening Striping Plan
Contractor Name Harris $ Associates Contractor
Street Address 120 Mason Circle Vendor # 6862
City, State, Zip Concord, CA 94520
Contract Amendment # 3
11245
22300
601-05
Pursuant to the terms of the original contract Agreement, you are hereby directed to make the herein described
changes or do the following described work not included in the plans and specifications for this Contract. Unless
otherwise stated, all work shall conform to the terms, general conditions, and special provisions of the original contract.
DESCRIPTION OF_CHANGE
Expand scope of wo
rk to include plans, estimate, and specifications for the road widening of Cook Street, between
Frank Sinatra Drive to Fred Waring Drive.
Contingency used? (Yes(no I I Increase/Decrease in Amount $ 384,435.00
If yes, amount moved to base: 1 $ Increase/Decrease in Days
Contract Amount (include past amendments)
494,275.00
Contract Date of Completion
Plus/Minus Current Amendments
384,435.00
Plus/Minus Current Amendment
Revised Total Contract Amount
$ 878,710.00
Revised Date of Completion
1. ORDERED BY:
Department Head
3. APPROVED BY:
City Manager Date
2. CERTIFIED FUNDS AVAILABLE
Director of Finance Date
4. APPROVED BY:
City Council Date
We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we
will provide all materials, perform all labor, except as may be noted above, and perform all services necessary to complete the above specified
work, and hereby accept as full payment the amount shown above, which includes all direct and indirect overhead expenses fort any delays.
ACCEPTED BY:
ContractorNendor Date
December 23, 2005
Mr. Armando Rodriguez, P.E.
Senior Engineer
73-510 Fred Waring Driv&,
Palm Desert, CA 92260
Harris & Associates
Program Managers
Construction Managers
Civil Engineers
Subject: Professional Engineering Design Services for the Construction of Street
Improvements on Cook Street from Gerald Ford Drive to Fred Waring
Drive, in the City of Palm Desert
Dear Armando,
Harris & Associates appreciates the opportunity to present this proposal to provide professional
engineering services for the preparation of design and PS&E documents for the construction of the subject
project. The following will present the main project elements, scope of services and fees, all of which are
based on our understanding of the project, discussions with City staff, and recommendations included in
the Cook Street Re -striping Study Prepared by Harris.
PROJECT DISCUSSION
The project includes construction of street improvements on Cook Street from Gerald Ford Drive to Fred
Waring Drive. The principle goal of the project is to provide 6 travel lanes along the entire 3.7 miles
corridor, and enhance key signalized intersections to provide the 6 through lanes and adequate dedicated
left/right turn lanes as required for efficient intersection operation. The proposed improvements are in
accordance with the recommendation included in Cook Street Re -Striping Study prepared by Harris and
included as an attachment to this proposal.
The following will summarize the proposed improvements for each segment of the Cook Street corridor.
Proposed Widening Improvements
• Widening the west side of Cook Street from Gerald Ford Drive to Frank Sinatra Drive (3,200
L.F.) to its ultimate 6-lane configuration, including the construction of curb and gutter and
sidewalk. Per the City's request, our scope of services for the widening of Cook Street from south
of Gerald Ford intersection to north of Frank Sinatra intersection is presented as an additive
option.
• Widening of Cook Street and Country Club Drive intersection to accommodate dual left-tum,
dedicated right -turn lanes and three through lanes.
• Widening the west side of Cook Street through the Whitewater River Channel, making minor
modifications to the upstream revetment; in order to retain a minimum lane and sidewalk width.
• Modifying the existing raised median south of Hovely Lane.
• Right-of-way analysis of any necessary acquisition to accommodated the proposed improvements.
• Modification of existing public and private improvements impacted by thek21LCiopossi/E�d
improvements.
JAN 11 M6
74-333 Highway 111, Suite 101 Palm Desert, California 92260-4115 760.340.6111 FAX 760.340.6433 palmdes2rris-assoc.com
Mr. Armando Rodriguez, P.E.
December 23, 2005
Traffic Signal Modifications
Page 2 of 9
There are eight signalized intersections that will require some modifications, ranging from simple striping
and loop changes, to major modifications to widen and enhance the intersections for increased capacity.
The following will provide a brief summary for the impacted traffic signals within the project limits:
1. Gerald Ford Drive (additive option)
a. This intersection will require re -stripe and re -loop as required to fit the new striping
configuration. No other modification should be required.
2. Berger Drive East/West (additive Option)
a. This intersection will require re -stripe and re -loop as required to fit the new striping
configuration. No other modification should be required.
b. Direction from the City will be required to determine the impact of the future construction
of the west side entrance into the vacant property at the Berger Drive West. There is some
potential, depending on this direction, that the existing signal equipment on the west side
of the intersection would have to be moved to accommodate a wider or otherwise
modified driveway.
3. Frank Sinatra Drive
a. This intersection will require re -stripe and re -loop as required to tit the new striping
configuration. No other modifications should be required.
b. Modify the north leg median to remove the extended nose and realign the east median
curb.
c. Modify the south leg median to allow for dual left turn lanes; while still preventing lefts
in/out of the existing commercial driveway (Applebee's) 270' south of the ECR.
4. Country Club Drive
a. This intersection will require modifying existing traffic signal to fit the new striping
configuration.
5. 42°d Avenue
a. Re -stripe and re -loop as required to fit the new striping configuration. No other
modification should be required.
6. Merle Drive
a. Re -stripe and re -loop as required to fit the new striping configuration. No other
modification should be required.
7. Aztec (Palm Desert High School)
a. Re -stripe and re -loop as required to fit the new striping configuration. No other
modification should be required.
8. Fred Waring Drive
a. Re -stripe and re -loop as required to fit the new striping configuration. No other
modification should be required.
b. Modify existing raised median and striping on the south leg of the intersection within the
City of Indian Wells.
Traffic Signal Interconnect
Per our discussion with City staff, this project presents an opportunity to construct a fiber optic traffic
signal interconnect system along the Cook Street corridor. There is an existing fiber optic interconnect
along Cook Street from Merle Drive to Fred Waring Drive and from Gerald Ford Drive to Frank Sinatra
Drive. From Merle Drive to Hovely Lane, the existing interconnect will be replaced with a fiber optic
system. There is currently no interconnect system from Country Club Drive to Frank Sinatra Drive.
Harris & Associates
Mr. Armando Rodriguez, P.E.
December 23, 2005
Page 3 of 9
Per the City's request we have included in our scope as an additive option to design a fiber optic
interconnect system from Merle Drive to Frank Sinatra Drive.
SCOPE OF WORK
Task 1.0 Project Management
1.1 Review Meetings
We will schedule and attend up to twelve (12) meetings with City staff to review the project progress and
discuss outstanding project issues. We will prepare and transmit the meeting agendas to City staff a
minimum of 24 hours prior to the scheduled meeting time. We will provide draft -meeting minutes for the
City's review within one week of this meeting.
1.2 Utility Coordination
We will mail initial utility notifications to all utility companies that have facilities within the project limits
making them aware of the upcoming construction activities and requesting copies of their maps, plans,
and/or sketches of their existing and/or proposed facilities within the project limits. In addition to the
written utility notifications, we will contact the utility companies by telephone to ensure that written
notifications were received and being acted upon.
Copies of progress submittals will be transmitted to all affected utility companies to notify them of the
anticipated project construction schedule and request any utility potholing and/or relocations necessary for
the construction of the proposed improvements. As with all of our design projects, we will maintain a
utility log to track to whom and when notifications were sent to, and document the responses received.
City staff will be copied on all utility correspondence.
1.3 Permitting
Per our meeting with Coachella Valley Water District (CVWD) staff a construction permit will be
required to construct proposed improvements on Cook at the White River crossing. We will schedule and
attend up to two (2) meetings with CVWD staff to coordinate the permitting process. Harris will complete
all applications on the City's behalf and submit them to CVWD to obtain the necessary permit. Per our
discussion with CVWD staff, no hydrology or hydraulic analysis are required for the permit. Therefore,
no hydrology or hydraulic analyses are included in our scope of services.
1.4 Quality Review
Perform quality control and quality assurance review prior to all submittals to the City to ensure all
project elements are addressed.
Task 2.0 Preliminary Investigations
2.1 Topographic Survey
Our subconsultant Coast Surveying will perform topographic surveys for the project including the following:
Harris & Associates
Mr. Armando Rodriguez, P.E.
December 23, 2005
Page 4 of 9
1. Perform aerial mapping and survey research at the City of Palm Desert and the County of Riverside for
horizontal and vertical control, record maps, centerline ties, and any other pertinent information within the
project limits. The aerial mapping should be flown to provide engineering drawings at scale 1"=20' with 1'
contour interval and should be 200' wide.
2. Perform aerial mapping and prepare digital topographic features, such as: curb and gutters, curbs, edge of
pavement, driveways, water meters, trees, fences, walls, signs, street lights, fire hydrants, water and gas
valves, manholes, power poles, catch basins, drainage structures, and vaults and prepare a topographic map
with contours and deliver an AutoCAD file in Imperial units of the survey results and a text file of all the
survey points with point number, X, Y, Z and descriptor of the project areas.
3. Perform field surveys to tie in street centerline monumentation and centerline tics for all intersecting streets.
Prepare a centerline alignment map showing the existing centerline, centerline data, centerline coordinates,
and descriptions of the centerline monumentation.
4. Research and draw existing right of way for Cook Street in the project areas utilizing the existing "bract
Maps, Parcel Maps, and Assessor Maps. Overlay the computed right of way lines upon the new survey and
review for appropriateness, i.e. fits existing improvements, etc
5. Perform ground survey for Cook Street from Gerald Ford (south of the intersection) to Frank Sinatra
(north of the intersection) to obtain cross sections every 50' from 20' outside of future westerly right of
way to existing easterly median curb/street centerline (alternative option).
6. Perform ground survey at the intersection of Cook Street and Frank Sinatra Drive to modify the existing
raised median curbs.
7. Perform ground survey to obtain 50' cross sections and detailed topography for Cook St. from 700' north
of Country Club Drive to 700' southerly.
8. Perform ground survey on Cook Street at the White Water River crossing, approximately 1,000 L.F. to
obtain 50' cross sections and detailed topography.
2.2 Base Mapping
Utilizing the topographic survey, we will prepare base maps for the proposed improvements. Base maps
for the civil improvements will be prepared in plan and profile format at a horizontal scale of 1"-20' and
a vertical scale of 1"=2', base maps for the traffic signal improvements will be prepared in plan format at
a horizontal scale of 1"=20', base maps for interconnect and signing and striping improvements will be
prepared in plan format at a horizontal scale of 1"=40'.
Base maps will include roadway centerlines, right-of-way, surface culture, and surface and subsurface
utilities. All base maps will be prepared in AutoCAD 2004.
2.3 Data Gathering and Site Visits
Harris staff will gather all available record plan information from the City pertinent to the design of the
project. In addition, Harris staff will conduct field reviews and inventories within the project limits.
Harris & Associates
Mr. Armando Rodriguez, P.E. Page 5 of 9
December 23, 2005
2.4 Utility Potholing
Vacuum -extraction potholing of existing utilities that are potentially in conflict with the proposed
improvements will be performed by Underground Solutions our subconsultant, at our direction. We have
included ten (10) potholes in our fees.
Task 3.0 Conceptual Design (30% Submittal)
3.1 Conceptual Improvement Plans
Prepare conceptual design plans depicting the proposed improvements/configuration. The conceptual
design will include:
• Proposed street geomteric layout/configuration (except for segment of Cook Street from Gerald
Ford to Frank Sinatra , included below as a additive option)
• Proposed street geomteric layout/configuration for Cook Street from Gerald Ford to Frank Sinatra
• Conceptual traffic signal
• Conceptual interconnect design (additive option)
• Preliminary intersection channelization plans
• Storm drain facilities relocation/modification
• Identifying potential private and public improvements affected by the proposed improvements
• Identifying surface and subsurface utilities impacted by the proposed improvements
• Typical sections.
• Combined existing and proposed design cross sections
• Traffic control and access recommendations
• A list of items requiring City feedback, along with Harris' associated recommendations
3.2 Conceptual Probable Construction Cost Estimate
Quantities will be determined from the preliminary plans; and preliminary estimates of probable
construction costs for the proposed improvements will be prepared based upon those quantities. Cost
estimate will be prepared in spreadsheet format using unit costs from Harris' extensive bid tabulation
history database, as well as, from recent City bid results on similar types of work.
Task 4.0 Preliminary Design (75% Submittal)
4.1 Preliminary Civil Improvement Plans
Prepare preliminary civil improvements plan and profile sheets. Plans will incorporate comments from the
conceptual design submittal. Potential utility conflicts and relocations will be shown on the plans along
with appropriate construction notes and dimensions to describe the proposed improvements.
4.2 Preliminary Signing and Striping Plans
Prepare preliminary signing and striping plans for the re -striping of Cook Street within the project limits.
Signing and striping plans will also include all proposed loop modifications within the project limits.
4.3 Preliminary Traffic Signal Plan
Prepare preliminary traffic signal modifications plans at Cook Street and Country Club Drive.
Harris & Associates
Mr. Armando Rodriguez, P.E. Page 6 of 9
December 23, 2005
4.4 Preliminary Stage Construction and Traffic Control Plans
Prepare preliminary stage construction and traffic control plans depicting the phasing of the proposed
improvements. Traffic control plans will only include widening on Cook Street from Frank Sinatra to
Gerald Ford (additive option), widening on Cook Street at the White River Crossing and intersection
improvements at Country Club Drive. Traffic control for re -striping and re -looping work will be the
responsibility of Contractor.
4.5 Preliminary Traffic Signal Interconnect Plans (Additive Option)
Prepare preliminary traffic signal interconnect plans from Merle Drive to Frank Sinatra Drive. These
plans will depict replacement of existing interconnect from Merle Drive to Hovely Lane with a fiber optic
system and construction of a new interconnect system from Hovely Lane to Frank Sinatra Drive.
4.6 Preliminary Landscaping and Irrigation Plans
Prepare preliminary landscaping and irrigation plans to address projects impacts on existing raised
landscaped median and private landscaped improvements impacted by the widening project except for
area on Marriott Desert Springs property.
4.7 Preliminary Specifications
Specifications will be prepared in the City's format using a digital sample provided by the City. The
specifications will be submitted to the City for review.
4.8 Preliminary Construction Cost Estimate
A preliminary construction cost estimate will be prepared from actual quantities shown on the plans and
unit costs from recent bids received by the City for similar items of work and Harris extensive bid
tabulation history.
The following will summarize the anticipated number of sheets to be included the preliminary design
submittal:
Harris & Associates
Mr. Armando Rodriguez, P.E. Page 7 of 9
December 23, 2005
Description Scale Number of
Sheets
Title Sheet
N/A
1
Civil Details Sheets
N/A
2
Street Improvements Plan and
1 "=20'
9
Profile Sheets
Traffic Signal plans
1"=20'
1
Signing and Striping Plans
1 "=40'
9
Traffic Control Plans
1 "=40'
8
Landscaping and Irrigation plans
1 "=20'
21
Sub -Total
51
Estimated Sheets
Additive Alternatives
Civil Details Sheet
N/A
1
Street Improvements Plan and
1 "=20'
7
Profile Sheets (Gerald Ford to
Fran Sinatra)
Traffic Signal Interconnect Plans
1 "=40'
6
Signing and Striping Plans
1"=40'
2
(Gerald Ford to FranK Sinatra)
Traffic Control Plans (Gerald
1 "=40'
i
2
Ford to FranK Sinatra)
1
Sub -Total
18
Estimated Sheets
Grand Total
69
Sheets
�, Harris & Associates
Mr. Armando Rodriguez, P.E. Page 8 of 9
December 23, 2005
Task 5.0 Final Plans, Specifications, and Estimate
5.1 Final Civil Improvement Plans
Prepare final improvements plan and profile sheets. Plans will incorporate comments from the 75%% design
submittal.
5.2 Final Signing and Striping Plans
Prepare final signing and striping plans for the re -striping of Cook Street within the project limits. Plans
will incorporate comments from the 75% design submittal.
5.3 Final Traffic Signal Plan
Prepare final traffic signal modifications plan at Cook Street and Country Club Drive and Cook. Plans
will incorporate comments from the 75% design submittal.
5.4 Final Stage Construction and Traffic Control Plans
Prepare final stage construction and traffic control plans. Plans will incorporate comments from the 75%
design submittal.
5.5 Final Traffic Signal Interconnect Plans (Additive Option)
Prepare final traffic signal interconnect plans. Plans will incorporate comments from the 75% design
submittal.
5.6 Final Landscaping and Irrigation Plans
Prepare final landscaping and irrigation plans to address projects impacts on existing raised landscaped
median and private landscaped improvements impacted by the widening project. Plans will incorporate
comments from the 75% design submittal.
5.7 Final Specifications & Estimate
Final Specifications and estimate will be will incorporate comments from the 75% design submittal.
It is assumed that there will be a maximum of two (2) formal submittals of the final PS&E assuring City
staff that all design concerns are addressed on the final plans for bidding.
At the completion of final PS&E, we will provide the City with two (2) copies of the design notebook,
wet -stamped by the Project Manager. The design notebook will include engineer calculations and notes,
quantity calculations, and pertinent correspondence.
5.8 Legal Descriptions and Plats
Our scope of services includes the preparation of six (6) legal descriptions and plats for permanent and
temporary construction easements (only plats will be prepared for the temporary construction easements)
for properties impacted by the proposed improvements.
�' Harris & Associates
Mr. Armando Rodriguez, P.E. Page 9 of 9
December 23, 2005
FEES
Harris & Associates proposes to provide the above services for the total "not -to -exceed" fee of $$384,435.
A breakdown of the proposed fees is presented for your information and use in evaluating this proposal.
Fees would be invoiced monthly based on the actual hours of work completed. Our services would be
accomplished per an agreement Consulting with the City with all terms and conditions would be stated
therein.
CITY'S RESPONSIBILITIES
• Provide proposed pavement structural section within widening areas
• Coordination with property owners and right-of-way agents to secure needed permanent and
temporary casements.
• Make available and provide all existing data and information relevant to the proposed project.
• Environmental processing.
• Advertising and review of the construction bids and construction contract award.
• Management, administration, inspection and materials testing of the construction contract and
approval of PS&E.
• Construction Staking and Monument Preservation
• Pay all outside agency permit fees, if any.
We are looking forward to this exciting opportunity to work with the City of Palm Desert, and are
committed to the successful and timely completion of your project. If you have any questions, or need
additional information, please do not hesitate to contact me.
Sincerely,
Hargis/&/,
th'ab S. Gerges, PE
Associate/Design Manager
Cc: Ramiro Herrera
Javier Saunders
= I Harris & Associates
HARRIS ASSOCIATES FEE PROPOSAL CITY OF PALM DESERT
December 19, 2005 Cook Street Improvements
Harris & Associates
Subconsultants I
QA/QC
PM
PE
TECH
Coast
I
Kobata
ndergroun
Rcimb.
Task/Subtask
$165
I $165 I
$135 I
$105 I
Surveying
I Landscape
r Sol utionsdl
Expenses I
Subtotals
Task 1.0 Project Management
L I Review Meetings
45
32
S I I .'4 i
I 1.2 Utility Coordination
8
16
16
55.160�
1.3 Permitting
8
16
8
1 1.4 Quality Reviews
40
S6.6001
Subtotal Hours = 40 61
64
24
1 x9 j
Subtotal ($) = $6,600 $10,065
$8,640
$2,520 $0 $0 SO SO
$2,.X251
I Task 2.0 Preliminary Investigation
2.1 Topographic Survey and Base Mapping
16
$59,700
561.lso
I 2.2 Base Mapping
16
100
S12,6601
I 2.3 Data Gatheringand Site Visits
4
24
24
S6,420
2A Utility Potholing
4
12
16
$7,000
1
S10,9601
Subtotal Hours =
0
8
52
) 56
2161
Subtotal (S) =
$0
$1,320
$7,020
$16,380
$59,700 $01 $7,0001
$01 S91,4201
Task 3.0 Conceptual Design (30%)
3.1 Conceptual Improvement Plans
24
80
80
$23,160
1 3.6 Conceptual Cost Estimate
4
8
12
$3,000I
Subtotal flours =
0
28
88
92
208
1 Subtotal (S)
$0
$4,620
$11,880
$9,660
$0 $0 $0
$0 S26,1601
Task 4.0 Preliminary Design (75%)
I 4.1 Preliminary Civil Improvement Plans
40
100
120
S32,700
4.2 Preliminary Signing and Striping Plans
24
60
80
$20,460
4.3 Preliminary Traffic Signal Plans I
8
24
24
$7,080
1 4.4 Preliminary Sta&e Const. & Traffic Control Plans
16
40
60
$14,340
4.5 Preliminary Traffic Signal Interconnect Plans I
$0
4.6 Preliminary Landscaping and Irrigation Plans
4
8
$27,000
S28,7401
1 4.7 Preliminary Specifications
12
24
8
$6,0601
1 4.8 Preliminary Construction Cost Estimate
4
12
16
S3,960 1
Subtotal flours =
0
108
268
308
6K4 1
1 Subtotal ($)='
$0
$17,820
S36,180
$32,340
SO $27,000 $0
$O S111,340I
Task 5.0 Final Plans, Specifications, and Estimate
1 5.1 Final Civil Improvement Plans
14
60
80
S 18.810
I 5.2 Final Signing and Striping Plans
4
16
16
1
S4,5001
5.3 Final Traffic Signal Plans
4
24
24
i6,420i
1 5.4 Final Stapc Const. & Traffic Control Plans
6
16
32
1
S6,510 1
1 5.5 Final Traffic Signal Interconnect Plans
I
$uI
5.6 Final Landscaping & Irrigation Plans
4
6
$6,000
1
$7,4701
1 5.7 Final Specifications & Estimate
4
12
4
S2,700
I 5.8 Legal Descriptions and Plats
16
12
$6,600
$10,860
Subtotal Hours =
0
52
146
156
1
3541
Subtotal (S)=
$0
$8,580
$19,710
$16,380
$6,600
$6,006
SO
$01
S57,2701
I
1 SUBTOTAL DESIGN SERVICES W/O ALTERNATIVES
$696001
$42,4051
$83,4301
$77,28011
$66,3001
$33,0001
$7,0001
$01
$316,015
Additive Options
1 Civil Improv. Plans (Gerald ford to Frank Sinatra)
8
40
90
124
$10,700
$43,790
I Sig. & Strip. Plans (Gerald Ford to Frank Sinatra)
2
8
20
32
S7,710
St. Const. & Traff. Cont.Pl. (Gerald F. to Frank S.)
8
16
32
$6,840
1 Traffic Signal Interconnect Plans
4
12
24
40
$10,080I
Subtotal Hours =
14
68
150
228
I Subtotal (S) =
$2,310
$11,220
$20,250
$23,940
$10,700
$0
SO
$0
$68,420I
Total Hours by Classification =
54I
3251
7681
964
2,1111
I Total $)b Classification=
$8,910i1
$53,625
$103,680
$101,220 1
$77,0001
$33,00017,000
0
1 Percentage of Time Allocated (by hours) =
3%
15%
36%
46%
Total
Not -to -Exceed Fee =1
$384,4351
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