HomeMy WebLinkAbout2009 05 11 Consent 200 Agreement with CPH Engineers to Design Paving of Dirt Roads in RanchlandsCOMMISSION AGENDA
ITEM 200
May 11, 2009
Meeting
CONSENT
INFORMATIONAL
PUBLIC HEARING
REGULAR
MGR `~ /DEPT
x
/may
REQUEST: The Public Works Department requests the City Commission Approve Task
Order #1 to the Engineering Services Agreement with CPH Engineers, Inc.
for the Design of Paving Existing Dirt Roads in The Ranchlands
PURPOSE: The Public Works Department requests the City Commission Approve Task Order
#1 to the Engineering Services Agreement with CPH Engineers, Inc. in the
amount of $102,105 for the Design of Paving Existing Dirt Roads in The
Ranchlands, payable from the Roadway Improvement Fund (One Cent Sales Tax).
CONSIDERATIONS:
• At the April 13, 2009 City Commission meeting, the Commission directed Staff to
proceed with the design phase for the paving of existing dirt roads in The Ranchlands.
The Commission's directive was to proceed with design on all streets, with the provision
that property owners along Stoner Road, Jackson Circle, and Herren Road will be re-
polled at design completion.
• This agenda item requests the Commission's approval of Task Order # 1 with CPH
Engineers, Inc. to complete the design and permitting for the following Ranchlands
streets: '
• Bahama Road -Moss to Shore
• Hayes Road -Bahama to Tradewinds
• Tradewinds Road -Hayes to Fisher
• Moss Road -Panama to Tradewinds
• Tradewinds Road -Hayes to Edgemon
• Sunrise Ave -Tradewinds to Williams
• Williams Road -Morton to Fisher
• Arnold Lane
• Morton Lane
Consent Agenda Item #200
May 11, 2009
Page 2 of 3
• Stoner Road -Hayes to Shore
• Jackson Circle
• Herrell Road
CONSULTANT SELECTION PROCESS:
• Staff issued Request for Qualifications (RFQ) #008/08BF in May 2008 for Continuing
Civil Engineering Services. A total twenty-four (24) firms submitted their qualifications
for review by a selection committee comprised of Public Works Staff. Six consultants,
including CPH Engineers, Inc., were recommended by the selection committee and
approved by the City Commission for three-year Agreements at the August 8, 2008 City
Commission meeting. This will be CPH's first assignment under their Agreement dated
September 10, 2008.
• Staff recommended six consultants in order to provide a broad range of capabilities
across several sub-disciplines of civil engineering (transportation, stormwater, site
development, etc.). At the time the consultants were selected, Staff noted that projects
would be assigned based on a "best fit" approach that best matches the needs of a
particular project with the expertise of the consulting firm. Staff recommends CPH
Engineers for this assignment because of their familiarity and experience in The
Ranchlands, their ability to apply a more flexible design approach to meet the unique
demands of the project, and their availability to immediately begin the work.
• Each of the six consultants under contract has either already been given a project or they
have been targeted for an upcoming project.
IMPLEMENTATION:
The anticipated schedule for the project is as follows. The design process has been setup
to provide ample opportunity for resident review and input at both the 30% and 90% design
completion stages.
• Notice to Proceed -May 12, 2009
• Topographic Survey Complete -July 15, 2009
• 30% Design Complete for Initial Meetings with Residents -Aug-Sept, 2009
• City Review with Resident Input -Aug-Sept, 2009
• 90% Design Complete for Final Review by City and Residents -Nov 2009
• Final Design Completion -Jan 2010
Consent Agenda Item #200
May 11, 2009
Page 3 of 3
FUNDING:
The total design fee is $102,105 and sufficient funds are available in the Roadway
Improvement Fund, line code #115-65000-30134.
RECOMMENDATION:
Staff recommends the Commission approve Task Order #1 to the Engineering Services
Agreement with CPH Engineers, Inc. in the amount of $102,105 for the Design of Paving
Existing Dirt Roads in The Ranchlands, payable from the Roadway Improvement Fund (One
Cent Sales Tax).
ATTACHMENTS:
1. Task Order Number 1 - Ranchlands Paving and Drainage Design
COMMISSION ACTION:
TASK ORDER NUMBER 1
FOR
RANCHLANDS PAVING AND DRAINAGE DESIGN
This Task Order dated May , 2009, by and between the City of Winter Springs
(hereinafter called the OWNER) and CPH Engineers, Inc. (hereinafter called the Engineer), is
mutually agreed upon and declared an authorized Task Order based on Agreement for
Engineering Services -dated September 10, 2008 - RFQ 008/08/BF. The appropriate
provisions of the Agreement apply as fully as if repeated herein.
SECTION 1
GENERAL
1.1 The purpose of this Task Order is to provide for Engineering Services, more
specifically itemized herein, in the preparation of Plans and Specifications and
Permitting for paving the Ranchlands Area. This includes the streets:
a) Bahama Road -Moss to Shore
b) Hayes Road -Bahama to Tradewinds
c) Tradewinds Road -Hayes to Fisher
d) Moss Road - Panama to Tradewinds
e) Tradewinds Road -Hayes to Edgemon
f) Sunrise Avenue -Tradewinds to Williams
g) Williams Road -Morton to Fisher
h) Stoner Road -Hayes to Shore
i) Arnold Lane
j) Herrell Road
k) Morton Lane
I) Jackson Circle
It is estimated that these streets comprise approximately 28, 835 lineal feet
(based on information from the City).
SECTION 2
BASIC SERVICES OF THE ENGINEER
2.1 GENERAL
2.1.1 The ENGINEER agrees to perform professional services in connection with the
project as hereinafter stated.
2.1.2 The ENGINEER will serve as the OWNER's professional engineering
representative in those phases of the project to which this Amendment applies,
and will give consultation and advice to the OWNER during the performance of
his services. The ENGINEER will perform the services for the City Commission
under the general supervision of the Public Works/Utility Director and the City
Engineer and will submit interim plans to them for their review, input, decision,
etc. as appropriate.
2.1.3 The City shall provide the cross-sectional design criteria to the engineer and will
provide input on the types of materials used throughout the project. There may
be an instance where the recommended cross-section is different from the
standard cross-section provided by the City. The ENGINEER agrees to
accommodate such a request from the City to meet the specific job
circumstances.
SECTION 3
SCOPE OF SERVICES
3.1 GENERAL
The OWNER hereby authorizes the ENGINEER to proceed with the preparation
of plans and specifications for roadway improvements as listed below. The
project will be designed under the provisions of St. Johns River Water
Management District, Chapter 40C-42, F.A.C, Environmental Resource Permits:
Regulation of Stormwater Management Systems, Revised December 3, 2006.
The project design will be based on permitting the project under 40C-42.024
Standard General and Individual Permits (2) (d) items 1 through 8 (Paving of
existing public dirt roads by a public entity) and 40C-42.026 Specific Design and
Performance Criteria (5) Swale systems. Based on the requirements of these
rules, a swale section is required and therefore we have assumed, for purposes
of this Task Order, that a swale section roadway will accommodate all the
stormwater requirements.
3.2 ENGINEERING SERVICES -DATA COLLECTION, ANALYSIS
AND DESIGN
3.2.1 Survey services will be provided by a licensed surveyor. The surveyor will
perform the survey for a full right-of-way along the roads described above. We
understand that there are generally no underground utility improvements in the
Ranchlands Paving area except for: watermains on Bahama and Jackson;
underdrains on Arnold; and, storm piping on East Tradewinds from Sunrise to
Fisher and at the northern most segment of Sunrise. The City will provide GIS
data on these facilities and flag the watermains for location by the surveyor.
Electric, cable and telephone lines are overhead. The survey will include:
Boundary Retracement (Prove Right of Way):
^ Compute right of way geometry. The following will be used to determine the
rights of way for the project area:
o Recorded Plats:
^ North Orlando Ranches Sec. 6 (Plat Book 12, Pages
84 & 85)
^ North Orlando Ranches Sec. 7 (Plat Book 13, Page 3)
^ Susan Woods (Plat Book 32, Page 96)
^ Oak Hill Estates (Plat Book 31, Page 19)
^ North Orlando Ranches Sec. 1-B (Plat Book 12, Page
47)
^ North Orlando Ranches Sec. 3 (Plat Book 12, Page 34)
^ North Orlando Ranches Sec. 1-A (Plat Book 12, Pages
31-32)
^ North Orlando Ranches Sec. 5 (Plat Book 1 Z, Pages
58-59)
^ North Orlando Ranches Sec. 1 (Plat Book 12, Page 3)
^ North Orlando Ranches Sec. 4 (Plat Book 12, Page 35)
^ Seibert Manor (Plat book 32, Pages 96-97)
^ Atcher's Place (Plat Book 68, Page 27)
o Right of way and easement documentation based on the
plats. No title searches will be performed.
o Legal Descriptions recorded in Official Records per Seminole
County Property Appraiser's website.
o Found monumentation
^ Field locate boundary monumentation and field verify platted rights of way
contained within the plats mentioned above (Approximately 28,835 feet) and
platted drainage easements.
Topographic Survey:
Perform a Topographic Survey as per Chapter 61G17-6 of the Florida
Administrative Code in compliance with the minimum technical standards of
surveying and mapping of the State of Florida
^ 50' topographic grid of approximately 28,835 feet of right of way.
^ Datum will be NAVD 88
^ Set benchmarks for use during the design phase and during the construction
phase.
^ Location of visible improvements within right of way.
^ Location of all trees 4 inch diameter and greater at the base within the right of
way.
^ Topography of the fist 25 feet from the right of way for the drainage
easements.
3.2.2 Prepare 30% plans and specifications for review and comment by the City staff.
These plans will be used by the City Engineer to meet with the residents and
determine their input. We will provide the 30% plans in phases (phases to be
determined by the City) as the project moves forward to allow the meetings with
residents to take place over time.
3.2.3 Prepare a Specification using the front end documents provided by OWNER.
CPH will provide technical specifications and bid quantities (broken down by
phase) for incorporation by the City into a final set of specifications.
3.2.4 Prepare 90% engineering plans at 1" = 40' scale with single plan and profile
sheets on half size drawings (11" by 17"). It is anticipated that forty eight (48)
plan and profile sheets will be required. Plans will also include a Cover sheet,
General Notes/Details sheet, Miscellaneous Detail sheet and Cross Section
sheets (estimated at 3 sheets) for critical or significant areas requiring a higher
level of detail for construction purposes.
3.2.5 Perform field checks of completed Plans and Specifications with the OWNER's
representative.
3.2.6 Prepare estimates of probable construction cost based upon final plans and
Contract Documents.
3.2.7 After review and comment on the 90% plans, prepare final plans and
specifications for review and approval by the City staff, and other permitting
agencies.
3.2.8 Throughout the project, attend three public meetings as to be determined by the
OWNER.
3.2.9 Geotechnical Services are not included and will be provided by the City if
needed.
3.3 PERMITS
3.3.1 Arrange for and attend, either by a meeting at their offices or by a conference
call, a pre-application/pre-project meeting with the St. Johns River Water
Management District. We recommend this meeting early in the process, right
after the NTP is issued by the City.
3.3.2 Assist the OWNER in the preparation of a stormwater general permit as required
by the St. Johns River Water Management District.
3.3.3 Respond to reasonable requests for additional information from the agency.
SECTION 4
SCHEDULE
4.1 The ENGINEER agrees to prosecute the work in a timely manner until the
Project is completed. The following is our agreed upon schedule:
NTP approximately May 29, 2009
Start Survey -June 1, 2009
Finish Survey -July 15, 2009
Submit first phase of 30% plans -August 1, 2009
Submit Phase 2/3 30% plans -September 1, 2009
City and Resident review/comments -August 1 through October 1, 2009
Revise plans to 90% -November 1, 2009
City and resident 90% review process -November 1 through December 1, 2009
Submit Final Plans -January 1, 2010
SECTION 5
PAYMENT
5.1 PAYMENT
Payments for services and expenses of the ENGINEER to be as set forth below:
The fee for the engineering design and permitting scope of services described in
Section 3 above shall be a lump sum fee of $102,105.00 inclusive of expenses.
IN WITNESS WHEREOF, the parties hereto have made and executed this
Amendment the day and year first above written.
OWNER:
City of Winter Springs, Florida
ATTEST
By:
Date:
ENGINEER:
CPH Engineers, Inc.
By. f
Date: ~!3~
J:26582/proposals/winterspringslTask Order Number 1.doc
Winter Springs Proposal
Ranchlands Paving
Task 1 Task Descri tion Project Project Senior In-House
Mana er En ineer Desi n Tech Clerical
Survey ' I
1 Survey as described in the scope of work. i
~ $37,700.00
I I i I
SUBTOTAL DIRECT LABOR HOURS
TOTAL LABOR COST $0.00
In-house surveyor $37,700.00
TOTAL TASK 1 $37,700.00
Project Manager
Project Engineer
Senior Design Tech
Clerical
Total Raw Labor Cost
RATE HOURS
$155.00 0 $0.00
$125.00 0 $0.00
$100.00 0 $0.00
$55.00 0 $0.00
$0.00
$37,700.00
Page T-1
Winter Springs Proposal
Ranchlands Paving
Project Design Senior
Task 2 Task Description Mana er Engineer Design Tech Clerical
Preparation of Construction Documents
1 ;Prepare 30% drawings and specifications ii
~
1
2
Cover sheet i
;General Notes sheet i ~ 1 2
;Plan and Profile sheets (48 sheets) 4, 48~ 96
;Miscellaneous Details 1 ~ 2
;Cross Section Sheets (3 sheets) i ~ 31 6
!Prepare 30 % cost estimate ', 1 ~ 4 j ~ 1
!Meet with City staff to review ' 3 i 3 ~ ! 1
Prepare written list of comments/submit to City for verification ~ ~ 3' i 2
2 ~ Prepare 90% drawings and specifications ~ ~ 1 ~
CCover sheet ~ 2 4 I
!General Notes sheet 2' 4 '
'Plan and Profile sheets (48 sheets) ! 4'; 96 j 192 '
Miscellaneous Details ! i 2 4
`Cross Section Sheets (3 sheets) ~ 6 ~ 12
'Prepare 90 % cost estimate ' 1 I 4 1
'Meet with City staff to review 3 ~ 3 ~ 1
Prepare written list of comments/submit to City for verification j 3 ~ 2
3 Prepare of Final Drawings and specifications 16 16 8
4 ;Prepare a final Engineers Estimate of Probable Cost 1 4 1
~ ~
.,.,,
,~
SUBTOTAL DIRECT LABOR
1 / GVL o•tv ~ ~
TOTAL LABOR COST $57,600.00
TOTAL TASK 2 $57,600.00
RATE HOURS
Project Manager $145.00 17 $2,465.00
Design Engineer $100.00 202 $20,200.00
Senior Design Tech $100.00 340 $34,000.00
Clerical $55.00 17 $935.00
Total Labor Cost $57,600.00
Page T-2
Winter Springs Proposal
Ranchlands Paving
Project Project Senior
Task 3 Task Descri tion Mana er En ineer Desi n Tech Clerical
Permittin
1 SJRWMD Environmental Resource General Permit Application 8 24 24 3
I i ~
SUBTOTAL DIRECT LABOR
Project Manager
Project Engineer
Senior Design Tech
Clerical
Total Raw Labor Cost
8 24 24 3
TOTAL LABOR COST $6,805.00
TOTAL TASK 3 $6,805.00
RATE HOURS
$155.00 8 $1,240.00
$125.00 24 $3,000.00
$100.00 24 $2,400.00
$55.00 3 $165.00
$6,805.00
Page T-3
Winter Springs Proposal
Ranchlands Paving
TASK SUMMARY
LUMP SUM TASKS
TASK 1 SURVEY $37,700.00
TASK 2 DESIGN $57,600.00
TASK 3 PERMITTING SERVICES $6,805.00
TOTAL BASE LUMP SUM PROJECT DESIGN COST $102,105.00
Page T-4
e .
TASK ORDER NUMBER 1
FOR
RANCHLANDS PAVING AND DRAINAGE DESIGN
This Task Order dated May , 2009, by and between the City of Winter Springs
(hereinafter called the OWNER) and CPH Engineers, Inc. (hereinafter called the Engineer), is
mutually agreed upon and declared an authorized Task Order based on Agreement for
Engineering Services - dated September 10, 2008 - RFQ 008/08/BF. The appropriate
provisions of the Agreement apply as fully as if repeated herein.
SECTION 1
GENERAL
1.1 The purpose of this Task Order is to provide for Engineering Services, more
specifically itemized herein, in the preparation of Plans and Specifications and
Permitting for paving the Ranchlands Area. This includes the streets:
a) Bahama Road - Moss to Shore
b) Hayes Road - Bahama to Tradewinds
c) Tradewinds Road - Hayes to Fisher
d) Moss Road - Panama to Tradewinds
e) Tradewinds Road -Hayes to Edgemon
f) Sunrise Avenue - Tradewinds to Williams
g) Williams Road - Morton to Fisher
h) Stoner Road - Hayes to Shore
i) Arnold Lane
j) Herrell Road
k) Morton Lane
1) Jackson Circle
It is estimated that these streets comprise approximately 28, 835 lineal feet
(based on information from the City).
SECTION 2
BASIC SERVICES OF THE ENGINEER
2.1 GENERAL
2.1.1 The ENGINEER agrees to perform professional services in connection with the
project as hereinafter stated.
2.1.2 The ENGINEER will serve as the OWNER's professional engineering
representative in those phases of the project to which this Amendment applies,
and will give consultation and advice to the OWNER during the performance of
his services. The ENGINEER will perform the services for the City Commission
under the general supervision of the Public Works/Utility Director and the City
Engineer and will submit interim plans to them for their review, input, decision,
etc. as appropriate.
2.1.3 The City shall provide the cross-sectional design criteria to the engineer and will
provide input on the types of materials used throughout the project. There may
be an instance where the recommended cross-section is different from the
standard cross-section provided by the City. The ENGINEER agrees to
accommodate such a request from the City to meet the specific job
circumstances.
SECTION 3
SCOPE OF SERVICES
3.1 GENERAL
The OWNER hereby authorizes the ENGINEER to proceed with the preparation
of plans and specifications for roadway improvements as listed below. The
project will be designed under the provisions of St. Johns River Water
Management District, Chapter 40C-42, F.A.C, Environmental Resource Permits:
Regulation of Stormwater Management Systems, Revised December 3, 2006.
The project design will be based on permitting the project under 40C-42.024
Standard General and Individual Permits (2) (d) items 1 through 8 (Paving of
existing public dirt roads by a public entity) and 40C-42.026 Specific Design and
Performance Criteria (5) Swale systems. Based on the requirements of these
rules, a swale section is required and therefore we have assumed, for purposes
of this Task Order, that a swale section roadway will accommodate all the
stormwater requirements.
3.2 ENGINEERING SERVICES - DATA COLLECTION, ANALYSIS
AND DESIGN
3.2.1 Survey services will be provided by a licensed surveyor. The surveyor will
perform the survey for a full right-of-way along the roads described above. We
understand that there are generally no underground utility improvements in the
Ranchlands Paving area except for: watermains on Bahama and Jackson;
underdrains on Arnold; and, storm piping on East Tradewinds from Sunrise to
Fisher and at the northern most segment of Sunrise. The City will provide GIS
data on these facilities and flag the watermains for location by the surveyor.
Electric, cable and telephone lines are overhead. The survey will include:
Boundary Retracement (Prove Right of Way):
¦ Compute right of way geometry. The following will be used to determine the
rights of way for the project area:
o Recorded Plats:
¦ North Orlando Ranches Sec. 6 (Plat Book 12, Pages
84 & 85)
¦ North Orlando Ranches Sec. 7 (Plat Book 13, Page 3)
¦ Susan Woods (Plat Book 32, Page 96)
¦ Oak Hill Estates (Plat Book 31, Page 19)
¦ North Orlando Ranches Sec. 1-B (Plat Book 12, Page
47)
¦ North Orlando Ranches Sec. 3 (Plat Book 12, Page 34)
¦ North Orlando Ranches Sec. 1-A (Plat Book 12, Pages
31-32)
¦ North Orlando Ranches Sec. 5 (Plat Book 12, Pages
58-59)
¦ North Orlando Ranches Sec. 1 (Plat Book 12, Page 3)
¦ North Orlando Ranches Sec. 4 (Plat Book 12, Page 35)
¦ Seibert Manor (Plat book 32, Pages 96-97)
¦ Atcher's Place (Plat Book 68, Page 27)
o Right of way and easement documentation based on the
plats. No title searches will be performed.
o Legal Descriptions recorded in Official Records per Seminole
County Property Appraiser's website.
o Found monumentation
¦ Field locate boundary monumentation and field verify platted rights of way
contained within the plats mentioned above (Approximately 28,835 feet) and
platted drainage easements.
Topographic Survey:
Perform a Topographic Survey as per Chapter 61G17-6 of the Florida
Administrative Code in compliance with the minimum technical standards of
surveying and mapping of the State of Florida
¦ 50' topographic grid of approximately 28,835 feet of right of way.
¦ Datum will be NAVD 88
¦ Set benchmarks for use during the design phase and during the construction
phase.
¦ Location of visible improvements within right of way.
¦ Location of all trees 4 inch diameter and greater at the base within the right of
way.
¦ Topography of the fist 25 feet from the right of way for the drainage
easements.
3.2.2 Prepare 30% plans and specifications for review and comment by the City staff.
These plans will be used by the City Engineer to meet with the residents and
determine their input. We will provide the 30% plans in phases (phases to be
determined by the City) as the project moves forward to allow the meetings with
residents to take place over time.
3.2.3 Prepare a Specification using the front end documents provided by OWNER.
CPH will provide technical specifications and bid quantities (broken down by
phase) for incorporation by the City into a final set of specifications.
3.2.4 Prepare 90% engineering plans at 1" = 40' scale with single plan and profile
sheets on half size drawings (11" by 17"). It is anticipated that forty eight (48)
plan and profile sheets will be required. Plans will also include a Cover sheet,
General Notes/Details sheet, Miscellaneous Detail sheet and Cross Section
sheets (estimated at 3 sheets) for critical or significant areas requiring a higher
level of detail for construction purposes.
3.2.5 Perform field checks of completed Plans and Specifications with the OWNER's
representative.
3.2.6 Prepare estimates of probable construction cost based upon final plans and
Contract Documents.
3.2.7 After review and comment on the 90% plans, prepare final plans and
specifications for review and approval by the City staff, and other permitting
agencies.
3.2.8 Throughout the project, attend three public meetings as to be determined by the
OWNER.
3.2.9 Geotechnical Services are not included and will be provided by the City if
needed.
3.3 PERMITS
3.3.1 Arrange for and attend, either by a meeting at their offices or by a conference
call, a pre-application/pre-project meeting with the St. Johns River Water
Management District. We recommend this meeting early in the process, right
after the NTP is issued by the City.
3.3.2 Assist the OWNER in the preparation of a stormwater general permit as required
by the St. Johns River Water Management District.
3.3.3 Respond to reasonable requests for additional information from the agency.
SECTION 4
SCHEDULE
4.1 The ENGINEER agrees to prosecute the work in a timely manner until the
Project is completed. The following is our agreed upon schedule:
NTP approximately May 29, 2009
Start Survey - June 1, 2009
Finish Survey - July 15, 2009
Submit first phase of 30% plans -August 1, 2009
Submit Phase 2/3 30% plans - September 1, 2009
City and Resident review/comments - August 1 through October 1, 2009
Revise plans to 90% - November 1, 2009
City and resident 90% review process - November 1 through December 1, 2009
Submit Final Plans -January 1, 2010
SECTION 5
PAYMENT
5.1 PAYMENT
Payments for services and expenses of the ENGINEER to be as set forth below:
The fee for the engineering design and permitting scope of services described in
Section 3 above shall be a lump sum fee of $102,105.00 inclusive of expenses.
IN WITNESS WHEREOF, the parties hereto have made and executed this
Amendment the day and year first above written.
OWNER:
City of Winter Springs, Florida
ATTEST
By:
Date: A
ENGINEER:
CPH Engineers, Inc.
By:?e? J
301D Q
Date:
77
J:Z6582/proposals/winterspringslrask Order Number 1.doc
Winter Springs Proposal
Ranchlands Paving
Project Project Senior In-House
Task 1 Task Description Manager Engineer Design Tech Clerical
Survey
Survey as described in the scope of work.
E 1 $37,700.00
SUBTOTAL DIRECT LABOR HOURS
TOTAL LABOR COST $0.00
In-house surveyor $37,700.00
ITOTALTASK1 $37,700.00
Project Manager
Project Engineer
Senior Design Tech
Clerical
Total Raw Labor Cost
RATE HOURS
$155.00 0 $0.00
$125.00 0 $0.00
$100.00 0 $0.00
$55.00 0 $0.00
$0.00
$37,700.00
Page T-1
Winter Springs Proposal
Ranchlands Paving
Task 2
Task Description Project Design
Manager Engineer Senior
Desi n Tech
Clerical
Preparation of Construction Documents
1 Prepare 30% drawings and specifications
_ Cover sheet
General Notes sheet
1 2
2
Plan and Profile sheets (48 sheets) 1 48 96
Miscellaneous Details 1 ' 2'
_
Cross Section Sheets (3 sheets)
3
1 6' _
_
Prepare 30 % cost estimate 1 4 1
Meet with City staff to review 3 3 1
_
Prepare written list of comments/submit to City for verification 3 ' 2
2 Prepare 90% drawings and specifications _
Cover sheet 2 ' 4
_
General Notes sheet
Plan and Profile sheets (48 sheets) 2
96 4
192
Miscellaneous Details 21 41
(Cross Section Sheets (3 sheets) 6I 12
Prepare 90 % cost estimate 1 4 1
Meet with City staff to review 3 3 1
3 Prepare written list of comments/submit to City for verification
Prepare of Final Drawings and specifications _ 3
16
16I 2
8
4 Prepare a final Engineers Estimate of Probable Cost 1 41 1
SUBTOTAL DIRECT LABOR
17 202 340 17
TOTAL LABOR COST $57,600.00
TOTAL TASK 2 $57,600.00
RATE HOURS
Project Manager $145.00 17 $2,465.00
Design Engineer $100.00 202 $20,200.00
Senior Design Tech $100.00 340 $34,000.00
Clerical $55.00 17 $935.00
Total Labor Cost $57,600.00
Page T-2
Winter Springs Proposal
Ranchlands Paving
Project Project Senior
Task 3 Task Description Manager En ineer Desi n Tech Clerical
Permitting
1 SJRWMD Environmental Resource General Permit Application 8 24 24 3
SUBTOTAL DIRECT LABOR
Project Manager
Project Engineer
Senior Design Tech
Clerical
Total Raw Labor Cost
8 24 24 3
TOTAL LABOR COST $6,805.00
TOTAL TASK 3 $6,805.00
RATE HOURS
$155.00 8 $1,240.00
$125.00 24 $3,000.00
$100.00 24 $2,400.00
$55.00 3 $165.00
$6,805.00
Page T-3
Winter Springs Proposal
Ranchlands Paving
TASK SUMMARY
LUMP SU M TASKS
TASK 1 SURVEY $37,700.00
TASK 2 DESIGN $57,600.00
TASK 3 PERMITTING SERVICES $6,805.00
TOTAL BASE LUMP SUM PROJECT DESIGN COST $102,105.00
Page T-4