HomeMy WebLinkAbout2010-210 1
i
DEVELOPER' S AGREEMENT BETWEEN
INDIAN RIVER COUNTY, FLORIDA
AND
ACTS , INC .
THIS AGREEMENT is made and entered into this 7th day of September 1201 O , by
and between Indian River County, Florida, a political subdivision of the State of Florida, 1801 27"
Street, Vero Beach, Florida 32960 ( " County" ) , and ACTS , Inc . , a Pennsylvania corporation ,
( " Developer" ) .
WITNESSETH
WHEREAS , the Developer proposes to develop Phase 3 of Indian River Estates , located on the
north side of State Road 60 , south of 26'r' Street, in Indian River County, Florida ( " Project " ) ; and
WHEREAS , as proposed, the Project will include a 120-bed nursing facility, together with 11
villas and other amenities , on approximately 10 acres of land . A legal description of the property is
attached as Exhibit " A" ; and
WHEREAS , the County desires Developer to design and implement improvements to 26fl' Street
from 82n1 Avenue to existing pavement which is at a point approximately 720 feet west of 74`'' Avenue
(4500 feet overall) , and County has included such intersection and roadway improvements in its
funding priorities over the next five years ; and
WHEREAS , the County and the Developer share mutual goals and can assist each other with
respect to roadway improvements and other improvements described herein ;
NOW, THEREFORE, in consideration of the mutual terms , conditions , promises , covenants , and
premises stated herein, and other good and valuable consideration, the receipt and sufficiency of which
is hereby acknowledged, the County and the Developer agree as follows :
1 . Recitals : The foregoing recitals are incorporated as if fully restated herein .
2 . Roadway Se�nents : The Roadway Segments shall consist of the following :
A . Segment 1 : 26 "' Street from a point approximately 720 feet West of 74°i
Avenue (West end of existing 26 °i Street improvements) to the Project' s proposed
driveway connection, a distance of approximately 1900 feet .
B . Segment 2 : 26b Street from the West end of Segment 1 westerly to the
intersection of the Developer ' s west boundary and 26`'' Street right-of-way (approximately 654
feet)
C . Segment 3 : 26 °i Street from the west end of Segment 2 westerly to 82 "'
Avenue .
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3 . Roadway Design and Permitting_
A . On or before one hundred eighty ( 180) days from the Effective Date of this
Agreement, Developer will plan, survey and design for construction the proposed
improvements ("Roadway Improvements") to Segments 1 , 2 , and 3 . Upon completion, said
plans , designs , and surveys shall be attached to and made a part of this Agreement .
B . The plans , designs and survey shall be subject to review and approval by the
County, provided such review and approval shall not be withheld or delayed unreasonably .
Failure by the County to respond or reply to a request for approval within fourteen ( 14)
calendar days shall constitute approval .
C . Following completion, review , and approval of the plans , surveys and designs ,
Developer shall proceed with perinitting and construction of Segments 1 , 2 , and 3 as
described herein.
D . Developer agrees to prepare all plans and designs , and to construct the
Roadway Improvements , according to Florida Department of Transportation Green Book and
Indian River County standards . County review and approval of the plans and designs shall
constitute County' s agreement that the plans and designs comply with Green Book and County
standards .
4 . Roadway Construction : Prior to issuance of the first certificate of occupancy for the
Project, the Developer shall substantially complete construction of the Roadway Irnprovernents for
Segment 1 .
5 . Reimbursement : Developer shall receive and be entitled to reimbursement for all
reasonable costs associated with the Roadway Improvements , with the exception of the following,
which shall be considered site-related improvements :
A . Cost of design and construction of Segment 1 . Notwithstanding the foregoing,
the County shall reimburse Developer for 100 % of those itemized costs shown on Exhibit ` B " ,
which are or will be incurred to cure certain matters for the adjacent property owner from
whom the County purchased the subject right- of-way.
B . Twenty- five percent (25 %) of the cost of construction of the Segment 2
Roadway Irnprovements ( " Segment 2 Fair Share " ) . Notwithstanding the foregoing, the County
shall reimburse Developer for 100 % of the itemized costs shown on Exhibit "C " .
(Developer will be reimbursed for 100 % of the design, permitting and construction costs of
Segment 3 ) ,
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The total cost of construction of the Roadway Improvements , excluding the site-related
improvements described above, are expenses which the County will reimburse to the Developer
("Reimbursable Expenses ") . The costs shall be allocated to each Segment on a pro rata basis , based
upon linear feet . The Developer will submit invoices for such Reimbursable Expenses to the County,
and the County agrees to pay such invoices according to the Prompt Payment Act ( Section 218 . 70 -
218 . 80 , Florida Statutes) . The County, through its Public Works Director, or his designee, shall have
thirty (30) days to review and approve Reimbursable Expenses . Approval shall not be unreasonably
withheld . Failure to reply to Developer within thirty (30) days shall constitute approval . All costs of
design, pennitting, and construction (except those described in 5 . A . & B . herein) shall be deemed
Reimbursable Expenses .
6 , Storrnwater Management : County and Developer agree and acknowledge that there will
not be sufficient capacity within the Project to provide stornwater treatment or storage on site for any
public right-of-way.
7 . Concurrency: County and Developer acknowledge and agree that Chapter 910, Indian
River County Code, provides that whenever a Non-proportionate Fair Share Developer' s Agreement is
executed by an applicant, and that Developer' s Agreement commits the applicant to construct major
capacity-producing transportation improvements , the applicant' s project may be vested for
transportation concurrency for seven (7) years . ( Such an agreement is called a " Qualified Non-
proportionate Fair Share Developer' s Agreement" ) . County and Developer agree that this Developer' s
Agreement shall constitute a Qualified Non-proportionate Fair Share Developer' s Agreement pursuant
to Chapter 910 , Indian River County Code . Therefore , recognizing that the Developer' s proposed
improvements will provide significant benefits to the transportation system, County agrees that
Developer' s Project shall be vested for transportation concurrency with a seven-year Initial
Concurrency Certificate following execution of this Agreement by the Board of County
Cormnissioners and payment of traffic impact fees by Developer .
8 . Insurance and Indemnification : During Developer' s performance of any construction in
County right-of-way covered by this Agreement, Developer shall provide the County with evidence
that Developer or the Developer ' s contractor has obtained and maintains the insurance listed below .
Developer or Developer' s contractor shall procure and maintain for the duration of all construction
contracts , insurance against claims for injuries to persons or damages to property, which may arise
from or in connection with the performance of the work hereunder by the Developer, his agents ,
representatives , employees or subcontractors .
A . Minimum Scope of Insurance
(i) Worker' s Compensation as required by the State of Florida. Employers
Liability of $ 100 , 000 . 00 each accident, $ 500 , 000 . 00 disease policy limit, and $ 100 , 000 disease each
employee .
(ii) General Liability $ 1 , 000 , 000 . 00 combined single limit per accident for
bodily injury and property darnage . County shall be an additional insured . Auto Liability
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$ 1 , 000 , 000 . 00 combined single limit per accident for bodily injury and propertydamage for owned and
non-owned vehicles . County shall be an additional insured .
(iii ) Professional Liability Insurance providing coverage for intentional ,
reckless or negligent acts , errors , or omissions committee or alleged to have been cormnitted by
Developer' s Engineer with a limit of $ 500 , 000 . 00 per claim/annual aggregate .
B . There shall be no more than $ 5 , 000 . 00 deductible per claim amount unless
approved by the County Risk Manager. Any deductibles or self-insured retentions greater than
$ 5 , 000 . 00 must be approved by the Risk Manager for Indian River County with the ultimate
responsibility for same going to the Developer .
C . Developer' s insurance coverage shall be primary.
D . All above insurance policies shall be placed with insurers with a Best' s rating of
no less than AV . The insurer chosen shall also be licensed to do business in Florida.
E . The insurance policies procured shall be per occurrence policies or as generally
available on the open insurance market.
F . The insurance carriers shall supply Certificates of Insurance evidencing such
coverage to the Indian River County Risk Management Department prior to the commencement of any
work in a County right-of-way.
G . The insurance companies selected shall send written verification to the Indian
River County Risk Management Department that they will provide thirty ( 30) days written notice to
the Indian River County Department of Risk Management of its intent to cancel or tenninate said
policies of insurance .
H . A written safety inspection plan must be submitted to the Indian River County
Risk Management Department for approval prior to the commencement of any work in a County right-
of-way.
I . Developer shall include in all subcontracts for subcontractors the above
insurance requirement or show them as insured under its policies or shall furnish separate certificates
and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of
the requirements stated herein .
J . Developer hereby agrees to indemnify Indian River County and representatives
thereof from all claims arising solely from intentional , reckless or negligent acts, errors or omissions of
the Developer or Developers ' representatives in the performance of services under this Agreement and
for which Developer is legally liable .
9 . Miscellaneous :
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A . In the event of any litigation arising out of this Agreement, each party shall pay
its own attorneys ' fees and costs .
B . No amendment, modification , change, or alteration of this Agreement shall be
valid or binding unless accomplished in writing and executed by all of the parties hereto .
C . This Agreement shall be binding upon and inure to the benefit of the parties
hereto and their successors and assigns .
D . This Agreement contains the entire agreement and understanding between the
parties . No representation, statement, recital , undertaking or promise not specifically set forth herein
shall be binding on any party hereto . This Agreement shall not be effective unless signed by
Developer and County.
E . The obligations of the Developer to this Agreement are expressly conditioned
upon the Developer' s decision, at Developer' s sole discretion, to proceed with the Project .
F . No Building Pennit, Certificate of Completion, or Certificate of Occupancy
shall be withheld or delayed by the County for Indian River Estates or airy portion thereof, nor shall the
County delay or withhold any other required permits , due to the County' s failure to perform any
obligation described herein, provided that the Developer is in compliance with this Agreement, all
other elements of the site plan approval for the Project and applicable laws and regulations .
G . Except as described herein and in the site plan approval for the Project , the
County shall not require Developer to construct, contribute to , or share in the costs of any additional
off- site improvements , other than the payment of or credits toward applicable impact fees .
H . This Agreement and all matters arising hereunder shall be governed by and
construed in accordance with the laws of the State of Florida. Venue hereunder shall lie in Indian
River County, Florida. Time shall be of the essence .
1 . This Agreement shall be deemed prepared jointly by each of the parties hereto
and shall be construed on parity as between the parties . There shall be no canon of construction for or
against any party by reason of the physical preparation of this Agreement .
J . Whenever the singular number is used in this Agreement and when required by
the context, the same shall include the plural ; and the masculine, feminine, and neuter genders shall
each include the others .
K. County and Developer shall grant such further assurances and provide such
additional documents as maybe reasonably required by one another from time to time, and cooperate
fully with one another in order to carry out the terns and conditions hereof and comply with the
express intention of this Agreement.
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L . Failure to insist upon strict compliance with any of the terms , covenants , or
conditions herein shall not be deemed a waiver of such terms , covenants , or conditions , nor shall any
waiver or relinquishment of any right or power hereunder at any one time or times be deemed a waiver
or relinquislunent of such right or power at any other time or times .
M . All words , terms and conditions contained herein are to be read in concert, each
with the other, and a provision contained under one paragraph may be considered to be equally
applicable under another in the interpretation of this Agreement .
N . The words herein and hereof and words of similar import, without reference to
any particular section or subdivision of this Agreement , refer to this Agreement as a whole rather than
to any particular section or subdivision hereof.
O . In the event any tern, condition, or clause of this Agreement is declared to be
illegal or unenforceable by a court of competent jurisdiction, such declaration of illegality or
ulienforceability shall not affect or alter the legality or enforceability of any remaining tern, condition,
or clause hereof, provided of the parties , as set forth in this Agreement .
P . Time is of the essence as to all matters in this Agreement .
Q . hi the event state or federal laws are enacted after the execution of this
Agreement, which are applicable to and preclude in whole or in part the parties ' compliance with the
teens of this Agreement, then in such event this Agreement shall be modified or revoked as is
necessary to comply with such laws , in a manner which best reflects the intent of this Agreement . This
Agreement shall not be construed or characterized as a development agreement under the Florida Local
Gover anent Development Agreement Act .
[SIGNATURES ON FOLLOWING PAGE]
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IN WITNESS WHEREOF the County and Developer have caused these presents to be
executed in their names , the day and year first above written .
DEVELOPER : BOARD OF COUNTY COMMISSIONERS
ACTS , INC . , INDIAN RIVER COUNTY , FLORID� SIu N > ,, J
a Pennsylvania corporation ,.oy��`. • • • ' , 4
By . _
. •
I,
Peter D . O ' Bryan , Chai ° : o ;
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By : 4R" J�L*
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R Y J . RATH FON B o�a�ARi RNE? •
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YUUU
WI"f L� TA AND DEVEL PMENT ruty
aird,
AC S RE MMUNI S , INC.® inistratorWITNESS :(Corporate seal is a ceptable in place of witnesses) Att
off ; Jeffrey K. Barton
Clerk of Court
Appr ved as to form and le a fficiency
Am" X
�pr County Attomey
V -
Indian River County Approved Date
Administration ) ') (7
Budget
Co. Atty.
�teteal
V3
Public Works t
EXHIBIT " A "
ACTS , INC . Property
EXHIBIT " B "
Segment 1 , Cost to Cure
EXHIBIT ` C '
Segment 2, Cost to Cure
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EXHIBIT " All
INDIAN RIVER ESTATES PHASE III AREA LEGAL DESCRIPTION :
THE NORTH 648 . 48 FEET OF THE EAST 671 . 72 FEET OF TRACT
3 ALL IN SECTION 1 , TOWNSHIP 33 SOUTH , RANGE 38 EAST , AS
THE SAME IS DESIGNATED ON THE LAST GENERAL PLAT OF
LANDS OF THE INDIAN RIVER FARMS COMPANY FILED IN THE
OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ST . LUCIE
COUNTY , FLORIDA , IN PLAT BOOK 2 , PAGE 25 ; SAID LANDS
NOW LYING AND BEING IN INDIAN RIVER COUNTY , FLORIDA
AND CONTAINING 10 . 0 ACRES , MORE OR LESS .
Prepared for : Prepared by :
INDIAN RIVER ESTATES PHASE III CARTER ASSOCIATES , INC .
10 AC . ADDITION CONSULTING ENGINEERS AND LAND SURVEYORS
26TH STREET DEVELOPERS AGREEMENT
LEGAL DESCRIPTION 1708 21ST STREET 772 - 562 - 4191 ( TEL )
6/ 15/09 VERO BEACH , FLORIDA 32960 - 3472 772 - 562 - 7180FA \' )
EXHIBIT novo
SEGMENT 1 - " COST TO CURE " ITEMS :
1 . THE EXISTING FENCE ALONG THE SOUTH EDGE OF THE
RIGHT- OF -WAY ACQUIRED BY INDIAN RIVER COUNTY FOR
26TH STREET EXPANSION SHALL BE REPLACED TO A
LOCATION OUTSIDE OF THE NEW RIGHT- OF -WAY ,
2 . THE EXISTING DITCH THAT PARALLELS THE NORTH SIDE OF
THE EXISTING 26TH STREET ROADWAY SHALL BE REPLACED
WITH A DITCH OF SIMILAR SIZE AND SIMILAR ORIENTATION .
3 . ALL PIPE CONNECTIONS FROM THE ADJACENT LAND TO THE
EXISTING DITCH WILL BE REPLACED TO ROUTE WATER TO
THE NEW DITCH SPECIFIED IN ITEM #2 ABOVE .
4 . MODIFICATIONS TO THE EXISTING PARKING LOT NORTH OF
26TH STREET AT THE WESTERN PORTION OF SEGMENT 1 .
Prepared for : Prepared by :
INDIAN RIVER ESTATES PHASE III CARTER ASSOCIATES , INC .
10 AC . ADDITION CONSULTING ENGINEERS AND LAND SURVEYORS
26TH STREET DEVELOPERS AGREEMENT
COST TO CURE ITEMS 17013 21ST STREET 772 - 562 - 4- 191 ( TEL)
6/ 15/09 VERO BEACH , FLOR [DA 32960 - 3472 772 - 562 - 7100 ( FAX)
EXHIBIT ° ' Ci °
SEGMENT 2 - " COST TO CURE " ITEMS :
1 . THE EXISTING FENCE ALONG THE SOUTH EDGE OF THE
RIGHT- OF -WAY ACQUIRED BY INDIAN RIVER COUNTY FOR
26TH STREET EXPANSION SHALL BE REPLACED TO A
LOCATION OUTSIDE OF THE NEW RIGHT- OF-WAY .
2 . THE EXISTING DITCH THAT PARALLELS THE NORTH SIDE OF
THE EXISTING 26TH STREET ROADWAY SHALL BE REPLACED
WITH A DITCH OF SIMILAR SIZE AND SIMILAR ORIENTATION .
3 , ALL PIPE CONNECTIONS FROM THE ADJACENT LAND TO THE
EXISTING DITCH WILL BE REPLACED TO ROUTE WATER TO
THE NEW DITCH SPECIFIED IN ITEM #2 ABOVE .
Prepared for : Prepared by :
INDIAN RIVER ESTATES PHASE III CARTER ASSOCIATES , INC .
10 AC . ADDITION CONSULTING ENGINEERS AND LAND SURVEYORS
26TH STREET DEVELOPERS AGREEMENT
COST TO CURE ITEMS 17011 21ST STREET 772 - 562 - 4191 ( TEL )
6/ 15/09 VERO BEACH , FLORIDA 32960 - 3472 772 - 562 - 7180 ( PAX )
ENGINEER' S OPINION OF COST
26th STREET
Prepared : Febraury 12 , 2010
Segment No . 1 (east 1900 feet)
UNIT QTY UNIT PRICE SCHEDULE
NO . DESCRIPTION VALUE
1 Miscellaneous
1 . 1 Mobilization LS 1 $ 14 , 891 . 52 $ 14 , 891 . 52
1 . 2 Insurance LS 1 $4 , 963 . 84 $4 , 963 . 84
1 . 3 Maintenance of Traffic LS 1 $ 8 , 000 . 00 $ 8 , 000 . 00
1 . 4 Survey Staking and as-built LS 1 $20 , 000 . 00 $ 20 , 000 . 00
Sub -total Miscellaneous $ 47 , 855 . 36
2 Pollution Control
2 . 1 Silt Fence LF 31800 $ 1 . 20 $4 , 560 . 00
2 . 2 Inlet Protection EA 2 $ 150 . 00 $ 300 . 00
2 . 3 Temporary Construction Entrance EA 1 $2 , 000 . 00 $2 , 000 . 00
Sub -total Pollution Control $67860 .00
3 General Earth Work
3 . 1 Clearing and Grubbing AC 3 . 90 $ 1 , 200 . 00 $43680 . 00
3 . 2 clean ditch LF 1900 . 00 $ 1 . 50 $ 2 , 850 . 00
3 . 3 Strip Topsoil CY 33146 $ 1 . 40 $4 , 404 . 40
3 . 4 Cut CY 31470 $ 3 . 00 $ 10 , 410 . 00
3 . 5 Select Fill CY 11 , 680 $ 8 . 00 $ 93 , 440 . 00
3 . 6 Grading and Compaction SY 21 , 111 $ 3 . 00 $63 , 333 . 00
3 . 7 Bahia Sodding SY 21 , 111 $ 1 . 40 $29 , 555 .40
Sub -total Earth Work $ 2085672 .80
4 Project Paving and Signalization
4 . 1 12" Stabilized Subgrade , LBR 40 SY 81444 $ 3 . 50 $29 , 554 . 00
4 . 2 8" Compacted Coquina Base SY 6 , 967 $ 11 . 75 $ 81 , 862 . 25
4 . 3 6" Compacted Coquina Base SY 11569 $ 9 . 75 $ 15 , 298 . 83
4 . 4 T' SP 9 . 5 Asphalt SY 71024 $ 7 . 50 $ 52 , 676 . 67
4 . 5 1 . 5" SP 12 . 5 Asphalt SY 51454 $ 8 . 00 $43 , 632 . 00
4 . 6 Type " F" Curb LF 0 $ 14 . 60 $ 0 . 00
4 . 7 Thermoplastic Stripe - 6 " White LF 2 , 500 $ 0 . 75 $ 1 , 875 . 00
4 . 8 Thermoplastic Stripe - 6" Yellow LF 900 $0 . 75 $675 . 00
4 . 9 Thermoplastic Stripe - 18" White LF 10 $ 2 . 20 $22 . 00
4 . 10 Thermoplastic 10' -30' Skip - 6" Yellow LF 1 , 550 $ 0 . 55 $ 852 . 50
4 . 11 Thermoplastic 10' -30 ' Skip - 6" White LF 0 $ 0 . 55 $ 0 . 00
4 . 12 Thermoplastic 6'- 10' Skip - 6" White LF 230 $ 0 . 60 $ 138 . 00
4 . 13 Thermoplastic Turn Arrow EA 8 $70 . 00 $560 . 00
4 . 14 Thermoplastic Words EA 3 $95 . 00 $285 . 00
4 . 15 R . P . M . Bi - Directional Amber/Amber EA 40 $ 5 . 50 $220 . 00
4 . 16 R . P . M . Bi- Directional White/Red EA 0 $ 5 . 50 $ 0 . 00
4 . 17 Traffic/Pedestrian Signs with Post EA 9 $ 350 . 00 $ 3 , 150 . 00
Sub-total Project Paving $ 227 ,651 . 25
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UNIT QTY UNIT PRICE SCHEDULE
NO . DESCRIPTION VALUE
5 Storm Sewer
5 . 1 Type C Inlet EA 0 $2 , 000 . 00 $ 0 . 00
5 . 3 Contol Structure Ea 2 $ 3 , 000 . 00 $ 6 , 000 . 00
5 . 4 24" 0 RCP LF 0 $ 55 . 00 $ 0 . 00
5 . 5 18" 0 RCP LF 0 $ 37 . 00 $ 0 . 00
5 . 6 15" O RCP LF 300 $ 32 . 00 $ 91600 . 00
5 . 7 Concrete Collar EA 2 $ 800 . 00 $ 1 , 600 . 00
5 . 8 Mitered End Section EA 1 $ 500 . 00 $500 . 00
Sub -total Off-Site Storm Sewer $ 17 ,700 .00
6 Cost to Cure r-o-w acquistion items
6 . 1 re-construct the barbed wire fence LF 11100 $6 . 00 $61600 . 00
6 . 2 re-construct the ditch LF 600 $ 8 . 00 $41800 . 00
6 . 3 ditch reconnection pipes Each 7 $400 . 00 $ 21800 . 00
6 . 4 Parking lot access , 2nd access LS 1 $ 7 , 500 . 00 $ 7 , 500 . 00
6 . 5 Restoration LS 1 $ 5 , 000 . 00 $ 5 , 000 . 00
6 . 6 Regrade (22 ) furrows to drain north LS 1 $ 8 , 800 . 00 $ 8 , 800 . 00
Sub-total Cost to Cure $ 35 ,500 .00
1 Miscellaneous $479855 . 36
2 Pollution Control $61860 . 00
3 General Earth Work $ 208 ,672 . 80
4 Project Paving and Signalization $ 227 ,651 . 25
5 Storm Sewer $ 17 ,700 . 00
6 Cost to Cure r-o -w acquistion items $352500 . 00
CURRENT TOTAL $ 544, 239 . 41
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ENGINEER 'S OPINION OF COST
26th STREET
Prepared : February 12 , 2010
Segment No . 2 (center 654 LF)
UNIT QTY UNIT PRICE SCHEDULE
NO . DESCRIPTION VALUE
1 Miscellaneous
1 . 1 Mobilization LS 1 $4 , 866 . 53 $41866 . 53
1 . 2 Insurance LS 1 $ 1 , 622 . 18 $ 1 , 622 . 18
1 . 3 Maintenance of Traffic LS 1 $ 3 , 500 . 00 $ 3 , 500 . 00
1 .4 Survey Staking and Layout LS 1 $ 8 , 000 . 00 $8 , 000 . 00
Sub -total Miscellaneous $ 17 ,988 .70
2 Pollution Control
2 . 1 Silt Fence LF 11340 $ 1 . 20 $ 1 , 608 . 00
2 . 2 Inlet Protection EA 1 $ 150 . 00 $ 150 . 00
2 . 3 Temporary Construction Entrance EA 0 $2 , 000 . 00 $ 0 . 00
Sub -total Pollution Control $ 1 ,758 . 00
3 General Earth Work
3 . 1 Clearing and Grubbing AC 1 . 35 $ 1 , 200 . 00 $ 1 , 620 . 00
3 . 2 Strip Topsoil CY 11089 $ 1 . 40 $ 1 , 524 . 60
3 . 3 clean ditch LF 654 $ 1 . 50 $ 981 . 00
3 . 4 Cut CY 11341 $ 3 . 00 $43022 . 10
3 . 5 Select Fill CY 31401 $ 8 . 00 $27 , 206 . 40
3 . 6 Grading and Compaction SY 61540 $ 3 . 00 $ 191620 . 00
3 . 7 Bahia Sodding SY 61540 $ 1 . 40 $ 9 , 156 . 00
Sub -total Earth Work $64 , 130 . 10
4 Project Paving and Signalization
4 . 1 12" Stabilized Subgrade , LBR 40 SY 2 , 978 $ 3 . 50 $ 10 ,422 . 22
4 . 2 8" Compacted Coquina Base SY 11861 $ 11 . 75 $21 , 868 . 06
4 . 3 6" Compacted Coquina Base SY 596 $ 9 . 75 $ 5 , 806 . 67
4 . 4 1 " SP 9 . 5 Asphalt SY 21382 $ 7 . 50 $ 17 , 866 . 67
4 . 5 1 . 5" SP 12 . 5 Asphalt SY 1 , 787 $ 8 . 00 $ 14 , 293 . 33
4 . 6 Type " F" Curb LF 0 $ 14 . 60 $0 . 00
4 . 7 Thermoplastic Stripe - 6" White LF 11340 $0 . 75 $ 1 , 005 . 00
4 . 8 Thermoplastic Stripe - 6" Yellow LF 300 $ 0 . 75 $225 . 00
4 . 9 Thermoplastic Stripe - 18" White LF 0 $2 . 20 $0 . 00
4 . 10 Thermoplastic 10' -30 ' Skip - 6" Yellow LF 370 $0 . 55 $203 . 50
4 . 11 Thermoplastic 10'-30' Skip - 6" White LF 0 $ 0 . 55 $0 . 00
4 . 12 Thermoplastic 6 - 10' Skip - 6" White LF 0 $ 0 . 60 $0 . 00
4 . 13 Thermoplastic Turn Arrow EA 0 $ 70 . 00 $ 0 . 00
4 . 14 Thermoplastic Words EA 0 $95 . 00 $0 . 00
4 . 15 R . P . M . Bi- Directional Amber/Amber EA 18 $ 5 . 50 $99 . 00
4 . 16 R . P . M . Bi - Directional White/ Red EA 0 $ 5 . 50 $ 0 . 00
4 . 17 Traffic/Pedestrian Signs with Post EA 1 $350 . 00 $ 350 . 00
Sub -total Project Paving $71 ,789 .44
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UNIT QTY UNIT PRICE SCHEDULEVALUE
NO . DESCRIPTION
5 Storm Sewer
5 . 1 Type C Inlet EA 0 $2 , 500 . 00 $ 0 . 00
5 . 2 Type J Inlet Ea 0 $ 3 , 000 . 00
5 . 3 Contol Structure Ea 1 $ 3 , 000 . 00 $ 3 , 000 . 00
5 . 4 24" 0 RCP LF 0 $ 55 . 00 $ 0 . 00
5 . 5 18" O RCP LF 0 $ 37 . 00 $ 0 . 00
5 . 6 15 O RCP LF 100 $ 32 . 00 $ 3 , 200 . 00
5 . 7 Concrete Collar EA 1 $800 . 00 $ 800 . 00
5 . 8 Mitered End Section EA 2 $ 500 . 00 $ 1 , 000 . 00
Sub -total Off-Site Storm Sewerl $ 8 ,000 . 00
6 Cost to Cure r-o-w acquistion items
6 . 1 re-construct the barbed wire fence LF 660 $6 . 00 $ 3 , 960 . 00
6 . 2 re-construct the ditch LF 660 $8 . 00 $ 5 , 280 . 00
6 . 3 ditch reconnection pipes Each 12 $400 . 00 $4 , 800 . 00
6 . 4 Restoration LS 1 $2 , 500 . 00 $2 , 500 . 00
Sub-total Cost to Cure $ 161540 .00
1 Miscellaneous $ 17 , 988 .70
2 Pollution Control $1 , 758 .00
$64 , 130 . 10
3 General Earth Work
4 Project Paving and Signalization $71 ,789 .44
5 Storm Sewer $ 8 ,000 .00
$ 16 , 540 .00
6 Cost to Cure r-o -w acquistion items
CURRENT TOTAL $ 1809206 . 25
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ENGINEER' S OPINION OF COST
26th STREET
Prepared : February 12 , 2010
Segment No . 3 (West 1920+/- LF )
UNIT QTY UNIT PRICE SCHEDULE
NO . DESCRIPTION VALUE
1 Miscellaneous
1 . 1 Mobilization LS 1 $ 13 , 777 . 55 $ 13 , 777 . 55
1 . 2 Insurance LS 1 $ 4 , 592 . 52 $41592 . 52
1 . 3 Maintenance of Traffic LS 1 $ 9 , 000 . 00 $ 9 , 000 . 00
1 . 4 Survey Staking and Layout LS 1 $ 20 , 000 . 00 $20 , 000 . 00
Sub -total Miscellaneous $ 47 ,370 . 06
2 Pollution Control
2 . 1 Silt Fence LF 3 , 840 $ 1 . 20 $4 , 608 . 00
2 . 2 Inlet Protection EA 2 $ 150 . 00 $ 300 . 00
2 . 3 Temporary Construction Entrance EA 1 $ 2 , 000 . 00 $2 , 000 . 00
Sub -total Pollution Control $ 6 ,908 . 00
3 General Earth Work
3 . 1 Clearing and Grubbing AC 3 . 96 $ 1 , 200 . 00 $ 4 , 752 . 00
3 . 2 Strip Topsoil CY 31200 $ 1 . 40 $4 ,480 . 00
3 . 3 clean ditch LF 1 , 920 $ 1 . 50 $2 , 880 . 00
3 . 4 Cut CY 31936 $ 3 . 00 $ 11 , 808 . 00
3 . 5 Select Fill CY 91984 $ 8 . 00 $ 79 , 872 . 00
3 . 6 Grading and Compaction SY 21 , 333 $ 3 . 00 $63 , 999 . 00
3 . 7 Bahia Sodding SY 211333 $ 1 . 40 $29 , 866 . 20
Sub -total Earth Work $ 1972657 . 20
4 Project Paving and Signalization
4 . 1 12" Stabilized Subgrade , LBR 40 SY 91437 $ 3 . 50 $ 33 , 029 . 50
4 . 2 8" Compacted Coquina Base SY 61234 $ 11 . 75 $ 73 , 252 . 11
4 . 3 6" Compacted Coquina Base SY 11706 $ 9 . 75 $ 16 , 629 . 17
4 . 4 1 " SP 9 . 5 Asphalt SY 71723 $7 . 50 $ 57 , 919 . 17
4 . 5 1 . 5" SP 12 . 5 Asphalt SY 61023 $ 8 . 00 $48 , 182 . 22
4 . 6 Type " F" Curb LF 0 $ 14 . 60 $0 . 00
4 . 7 Thermoplastic Stripe - 6" White LF 41105 $ 0 . 75 $ 3 , 078 . 75
4 . 8 Thermoplastic Stripe - 6 " Yellow LF 31435 $ 0 . 75 $ 21576 . 25
4 . 9 Thermoplastic Stripe - 18" White LF 0 $2 . 20 $0 . 00
4 . 10 Thermoplastic 10'- 30' Skip - 6" White LF 1 , 920 $ 0 . 55 $ 1 , 056 . 00
4 . 11 Thermoplastic 6 ' - 10 ' Skip - 6" White LF 183 $ 0 . 55 $ 100 . 65
4 . 12 Thermoplastic Turn Arrow EA 2 $70 . 00 $ 140 . 00
4 . 13 Thermoplastic Words EA $ 95 . 00 $ 0 . 00
4 . 14 R . P . M . Bi- Directional Amber/Amber EA 75 $ 5 . 50 $412 . 50
4 . 15 R . P . M . Bi - Directional White/ Red EA 20 $ 5 . 50 $ 110 . 00
4 . 16 Traffic/Pedestrian Signs with Post EA 4 $ 350 . 00 $ 1 , 400 . 00
Sub -total Project Paving $ 236 ,486 . 32
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UNIT QTY UNIT PRICE SCHEDULE
NO . DESCRIPTION VALUE
5 Storm Sewer
5 . 1 Type C Inlet EA 0 $2 , 500 . 00 $0 . 00
5 . 2 Type J Inlet Ea 0 $3 , 000 . 00 $0 . 00
5 . 3 Contol Structure Ea 2 $3 , 000 . 00 $6 , 000 . 00
5 . 4 24 " 0 RCP LF 0 $55 . 00 $0 . 00
5 . 5 18" 0 RCP LF 0 $ 37 . 00 $0 . 00
5 . 6 15" 0 RCP LF 300 $ 32 . 00 $ 9 , 600 . 00
5 . 7 Concrete Collar EA 2 $ 800 . 00 $ 1 , 600 . 00
5 . 8 Mitered End Section EA 2 $ 500 . 00 $ 1 , 000 . 00
Sub-total Off-Site Storm Sewer $ 18 , 200 . 00
6 Cost to Cure r-o-w acquistion items
6 . 1 re-construct the barbed wire fence LF 11920 $6 . 00 $ 11 , 520 . 00
6 . 2 re-construct the ditch LF 11920 $ 8 . 00 $ 151360 . 00
6 . 3 ditch reconnection pipes Each 38 $400 . 00 $ 151200 . 00
6 . 4 Restoration LS 1 $ 8 , 000 . 00 $8 , 000 . 00
Sub -total Cost to Cure $ 50 , 080 .00
1 Miscellaneous $47 , 370 .06
2 Pollution Control $ 6 , 908 . 00
3 General Earth Work $ 197 ,657 .20
4 Project Paving and Signalization $2361486 . 32
5 Storm Sewer $ 183200 .00
6 Cost to Cure r-o-w acquistion items $ 503080 . 00
CURRENT TOTAL $ 556 , 701 . 58
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ENGINEER' S OPINION OF COST
26th STREET
Prepared : February 12 , 2010
ACTS Cost County Cost Total Cost
Segment 1
Paving and Drainage Improvements $ 508 , 739 . 41 $ - $ 508 , 739 . 41
Cost to Cure $ - $ 35 , 500 . 00 $ 359500 . 00
Engineering $ 51 , 344 . 61 $ 31582 . 84 $ 54 , 927 . 45
Segment 1 sub-total $ 560 , 084 . 02 $ 39 , 082 . 84 $ 599 , 166 . 87
Segment 2
Paving and Drainage Improvements $ 40 , 916 . 56 $ 122 , 749 . 68 $ 163 , 666 . 25
Cost to Cure $ - $ 16 , 540 . 00 $ 161540 . 00
Engineering $ - $ 18 , 187 . 35 $ 181187 . 35
Segment 2 sub-total $ 40 , 916 . 56 $ 157 , 477 . 03 $ 198 , 393 . 59
Segment 3
Paving and Drainage Improvements $ - $ 506 , 621 . 58 $ 506 , 621 . 58
Cost to Cure $ - $ 50 , 080 . 00 $ 50 , 080 . 00
Engineering $ - $ 56 , 185 . 20 $ 56 , 185 . 20
Segment 3 sub-total $ - $ 6121886 . 78 $ 612 , 886 . 78
Total segment 1 , 21 & 3 $ 6010000 . 58 $ 8091446 . 65 $ 1 , 410 , 447 . 24
Contingency 5 % $ 30 , 050 . 03 $ 40 , 472 . 33
Total wl contingencyEs
631 , 050 . 61 $ 849 , 918 . 98
Contingency 5 % $ 70 , 522 . 36
Grand Total $ 11480 , 969 .60
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