HomeMy WebLinkAboutExhibit - AgreementJOINT PARTICIPATION AGREEMENT
BETWEEN MIAMI-DADE COUNTY AND THE CITY OF MIAMI
NE 2 AVENUE FROM NE 42 STREET TO NE 51 STREET
This AGREEMENT, made and entered into this day of , 2014, by and
between the CITY OF MIAMI, FLORIDA, a municipal corporation of the STATE OF
FLORIDA, hereinafter referred to as the "City", and MIAMI-DADS COUNTY, a political
subdivision of the STATE OF FLORIDA, hereinafter referred to as the "County".
WITNESSETH
WHEREAS, both parties herein wish to facilitate the construction of a road
improvement project in MIAMI-DADE COUNTY, hereinafter referred to as the "Project"
described as follows:
Roadway reconstruction, new stormwater system, sidewalks, curb and gutters,
pavement markings, signage, signalization, decorative lighting, and landscaping,
along NE 2 Avenue from NE 42 Street to NE 51 Street; and
WHEREAS, the County wishes to utilize the resources of the City to contract and
construct the Project, subject to the terms and conditions of this Agreement,
NOW, THEREFORE, in consideration of the promises and covenants contained
herein, the parties agree:
09/05/2014 1
1. RESPONSIBILITIES OF CITY:
1.1. Design: The City shall complete at its sole expense, the construction plans,
technical specifications, special provisions, pay items and cost estimates for
the Project in accordance with standard Florida Department of Transportation,
County, and/or City, as applicable, design criteria, to the satisfaction of the
County's Public Works and Waste Management Director or their designee.
The City's design consultant shall be made available to County at the City's
expense solely to review shop drawings and perform required post -design
services, limited to Project design.
1.2. Permits and Approvals: The City shall obtain all necessary permits, and
utility adjustments; and coordinate the review of construction documents by
utilities and permitting agencies. The City shall make all necessary
adjustments as required for approval and/or permitting by those agencies.
The City shall obtain all necessary permits, and utility adjustments for the
Project in accordance with applicable state, federal and local laws and
ordinances. The City shall not pay for any permits required by the Miami -
Dade County Public Works and Waste Management Department..
1.3. Right -of -Way: The City shall acquire at its sole expense, any right-of-way
that is required to complete the construction of the Project.
1.4. Public Information and Involvement: The City will implement a Public
Involvement Plan (PIP) during the design and construction of the Project to
provide information to property owners, tenants, and area residents, including
but not limited to: public meetings, project documentation and flyers, business
09/05/2014 2
signs, directional parking signs, and schedules for major work to be
performed in the area. Appropriate investigation of the Project stakeholders
shall be used to develop the goals and objectives to implement the PIP. The
City shall submit a copy of the PIP to the County Public Works and Waste
Management Director for review and concurrence.
Projects that exceed $1,000,000 in construction costs shall comply with
the process and guidelines for the preparation and implementation of PIPs as
established by Implementing Order 10-13.
1.5. Publicity: By the acceptance of these funds, the City agrees that the Project
elements funded by this Agreement shall recognize and adequately reference
the County as a funding source. The City shall ensure that all publicity, public
relations, advertisements and signs recognizes and references the County for
the support of all contracted activities. This is to include, but is not limited to,
all posted signs, pamphlets, wall plaques, cornerstones, dedications, notices,
flyers, brochures, news releases, media packages, promotions, and
stationery. The use of the official County logo is permissible for the publicity
purposes stated herein. The City shall submit sample or mock up of such
publicity or materials to the County for review and approval. The City shall
ensure that all media representatives, when inquiring about the activities
funded by this Agreement, are informed that the County is a funding source.
1.6. Accounting: The City shall at all times maintain separate accounting for the
costs of the Project so those costs may be independently verified and audited
by the County, at the request and cost of the County. The City agrees to
09/05/2014 3
permit the County auditors to inspect the books, records and accounts of the
Project for three (3) years after completion of the Project. These records shall
be made available to the County for inspection within five (5) business days
upon receipt of a written request from the County.
1.7. Construction: The City shall procure the services of a licensed contractor
holding an engineering contractor's license to construct the Project. The City
may award the contract through any available lawful means, in accordance
with Section 255.20, Florida Statutes, which, in the City's discretion, affords
the most competitive price for construction of the Project and which may
include, but is not limited to, bid solicitation, request for proposals, the award
of a change order on existing City contract(s), or the extension of unit -prices
provided in connection with prior competitive bid awards. Notwithstanding
any provision to the contrary, the City shall comply with all applicable County
contract compliance and oversight measures relating to the expenditure of
County funds, in accordance with Section 6 of this Agreement. Prior to the
advertisement to solicit a licensed contractor to construct the Project, the City
will contact the County's Public Works and Waste Management Contracts and
Specifications Section to ensure this compliance.
The construction contract shall also contain a requirement that the
contractor(s) provide a payment and performance bond at least in the amount
and form required by state law naming the County and City as joint obligees
or joint contracting public entities. The construction contract shall contain a
contingency amount to address unforeseen conditions and owner required
09/05/2014 4
changes which shall not exceed ten percent (10%) of the base amount of the
contract, unless otherwise approved in writing by designated representatives
of the County and City. The commitment for the expenditures of any
contingency funds shall not be made by the City without the prior written
approval of the County Public Works and Waste Management Director. The
County shall respond, in writing, within thirty (30) business days of receiving
written requests from the City to approve the commitment of contingency
funds.
Subsequent to the evaluation of bids or proposals by the City and the
City's determination of the most advantageous bid or proposal, the City shall
provide said evaluation to the County Public Works and Waste Management
Director for review and approval. Final commitment of County funds for the
Project shall occur upon approval of the contract award recommendation by
the County Public Works and Waste Management Director. The County
agrees that the selection, retention and discharge of such contractor shall be
the responsibility of the City.
1.8. Claims and Change Orders: The City shall notify the County Public Works
and Waste Management Director in writing when claims or change orders
arise. The City shall also invite the County to participate in negotiations of
these claims and change orders. The County shall review and make a
determination or approval of all change orders or supplemental agreements,
permits, modifications of plans, or other requests for approvals submitted by
the City.
09/05/2014 5
1.9. Construction Administration and Inspection: The City shall exercise all
responsibilities of the owner under the construction contract, including
construction administration and inspections. The City may delegate this
function to an authorized agent or Construction Engineering Inspection
consultant. The County's inspector shall have an oversight role in the routine
daily inspections. In the case of a disagreement over the interpretation of the
plans, the County Public Works and Waste Management Director or their
designee shall have final authority subsequent to an independent final
inspection by the County. The City's designated representative and the
County's designated representative shall jointly perform the inspection of the
Project which immediately precedes substantial completion. The City shall
certify upon completion that the Project has been constructed pursuant to the
design plans, specifications and approved change orders. Final payment to
the City and obligation of maintenance responsibility to the parties shall be
subject to the final acceptance of the Project by the County Public Works and
Waste Management Director or their designee.
1.10. Coordination with Miami -Dade County Public Schools: Due to potential
safety, operational and bus transportation impacts, the City shall coordinate
with Miami -Dade County Public Schools staff to implement maintenance of
traffic measures.
2. RESPONSIBILITIES OF COUNTY:
2.1. Funding Amount, Reimbursement of Project Costs: The County agrees
to provide funds up to $4,452,661 (this amount includes ten percent (10%)
09/05/2014 6
contingency) for eligible costs, as defined herein, incurred by the City for the
construction of the Project. The County shall disburse to the City funds for
the Project in the manner set forth in Section 4. The County shall incur no
liability for any costs in excess of said funding amount unless there has been
a duly authorized increase approved by the Citizens' Independent
Transportation Trust and the Board of County Commissioners. The City shall
not be obligated to commence work should the bid amount exceed the
funding provided by the County. If the bid amount exceeds the funding
amount, the City reserves its rights to reject all bids and re -bid the Project or,
at the City's sole option, to reject all bids and cancel this Agreement without
penalty. or liability providing the County would then be relieved of its duties
relative to funding this Project pursuant to this Agreement.
2.2. County Payments of Project Costs: The County funds provided for eligible
costs as defined herein, incurred for the construction of the Project are
specified below:
Funding Amount Funding Source County Fiscal Year of
Commitment
$4,452,661 Transportation Surtax Funds 2013-2014
2.3. Project Cost Adjustments: The amount contributed by the County is based
on the current estimated costs of the Project. The parties recognize that
adjustments to the above -referenced cost may be required in the future and
that at the option of the parties, amendments may be entered into to revise
the funds available for the Project. Provided that there is no increase in the
amount of County funds required as stated in Section 2.1, or of City funding
09/05/2014 7
amounts approved for the Project, amendments may be executed by the City
Manager and the County Mayor or County Mayor's designee without the need
for approval by the City Commission, the Citizens' Independent
Transportation Trust, and the County Commission. Otherwise, further funding
commitments shall be subject to the approvals of the parties' respective
governing boards.
3. ELIGIBLE COSTS: The parties agree that only the below identified costs that may
be incurred by the City that are directly related to the Project are eligible for
reimbursement, provided adequate documentation accompanies the reimbursement
request in the form of approved invoices, verified payment requests, documented
journal entries, and/or check vouchers. For purposes of this Agreement, eligible
costs are further defined as those pertaining to the construction of Project elements
that are the standard items normally provided for by the County in County roadway
construction projects, and not the enhancement of standard items, or the
incorporation of items which are in addition to those standard items. The County
shall not be assumed to be liable to provide reimbursement for the construction or
maintenance of such items that do not conform to this section of the Agreement. If
enhancements to standard items are constructed in this Project, the City may
request County reimbursement only to a maximum amount corresponding to that
which would be expended in providing the normal standard version of that item for a
project of the same scope. The parties further agree that eligible costs will not
include fees for construction management, construction inspections, and project
management.
09/05/2014 8
4. SCHEDULE AND MANNER OF REIMBURSEMENTS: Upon execution of the
Agreement, the City shall furnish the County with a copy of the estimated budget for
the Project, and will similarly furnish the County with any and all revisions thereto.
At the time of contract award for this Project, the City shall submit the Estimated
Quarterly Construction Payout Schedule for the Project to the County Public Works
and Waste Management Director. Quarterly disbursement of County funds to the
City shall be based upon City invoices with certified copies of paid contractor
invoices attached and shall not include any other charges. The quarterly submittal
for invoice shall also include a certified copy of payment to Sub -Contracted firms.
5. COMPLIANCE WITH LAWS: The parties shall comply with applicable federal, state
and local laws, codes, ordinances, rules and regulations in performing their
respective duties, responsibilities, and obligations pursuant to this Agreement and
with all applicable laws relating to the Project. The parties shall not unlawfully
discriminate in the performance of their respective duties under this Agreement.
6. BUSINESS PROGRAM COMPLIANCE AND OVERSIGHT: Whenever County
funds are used, the City agrees to comply with applicable County regulations
including but not limited to the Community Small Business Enterprise (CSBE)•
Program, Community Business Enterprise (CBE) Program, the Community
Workforce Program (CWP), and the Responsible Wages and Benefits Ordinance
(Ordinance No. 90-143). Specifically, the City agrees to abide by the applicable
contract measure recommendation(s) established by the Department of Regulatory
and Economic Resources (RER) Project Worksheet for the participation of specified
business entities and/or trades, and for CWP requirements, as administered by the
09/05/2014 9
County's RER. RER shall have the right to oversee and perform compliance
monitoring, including but not limited to, the right to audit and to require reports and
documentation related to the Code.
7. CITIZENS' INDEPENDENT TRANSPORTATION TRUST APPROVAL: Unless
waived by action of the County, this Agreement shall only become effective upon
approval by the Citizens' Independent Transportation Trust and the Board of County
Commissioners. In the event the Agreement is not approved, the Agreement shall
be null and void and be of no force or effect.
8. PEOPLE'S TRANSPORTATION PLAN PROJECT SIGNAGE: The County shall
furnish and install a Project sign in each direction of traffic indicating that this Project
is being funded by the People's Transportation Plan, in coordination with the City, in
proximity to the start/end of the Project limits. Should Maintenance of Traffic (MOT)
signage be required as part of the work, the Project sign shall be placed an
appropriate distance before the MOT signage range. The Project signs shall remain
in place for the duration of the work or as directed by the Project engineer.
9. INDEMNIFICATION: To the extent authorized by Florida law, the City hereby
agrees to indemnify, defend, save and hold harmless the County to the extent of all
the limitations included with Section 768.28, Florida Statutes, from all claims,
demands, liabilities and suits of any nature whatsoever arising out of, because of or
due to the breach of this Agreement by the City, its agents or employees. It is
specifically understood and agreed that this indemnification clause does not cover or
indemnify the County for its sole negligence or breach of contract.
09/05/2014 10
To the extent authorized by Florida law, the County hereby agrees to
indemnify, defend, save and hold harmless the City to the extent of all the limitations
included in Section 768.28, Florida Statutes, from all claims, demands, liabilities and
suits of any nature whatsoever arising out of, because of or due to the breach of this
Agreement by the County, its agents or employees. It is specifically understood and
agreed that this indemnification clause does not cover or indemnify the City for its
sole negligence or breach of contract.
In the event of breach or non-performance by the persons selected by the
City to perform the work, the City shall, upon written request by the County, assign
to the County any and all of its rights under the affected contract for purposes of the
County's prosecution of claims, actions or causes of action resulting from such
breach or non-performance unless the City, at its option, pursues such claims,
actions or causes of action through arbitration, administrative proceeding or lawsuit.
The. City agrees to cooperate fully with the County in the prosecution of any such
claim or action. Any damage recovered by the County which is attributable to an
expenditure by the City shall be returned to the City by the County, within sixty (60)
business days of receipt.
10. DISPUTE RESOLUTION, APPLICABLE LAW: The parties shall resolve any
disputes, controversies or claims between them arising out of this Agreement in
accordance with the "Florida Governmental Conflict Resolution Act", Chapter 164,
Florida Statutes, as amended. This Agreement shall be governed by the laws of the
State of Florida. Venue in any proceedings shall be in Miami -Dade County, Florida.
Each party will bear its own attorney's fees.
09/05/2014 11
11.ENTIRE AGREEMENT, AMENDMENTS: This document incorporates and includes
all prior negotiations, correspondence, conversations, agreements and
understandings applicable to the matters contained herein and the parties agree that
there are no commitments, agreements, or understandings concerning the subject
matter of this agreement that are not contained in this document. Accordingly, the
parties agree that no deviation from the terms hereof shall be predicated upon any
prior representations or agreements, whether oral or written. It is further agreed that
no modification, amendment or alteration in the terms contained herein shall be
effective unless set forth in writing in accordance with this section. No modification,
amendment or alteration in the terms or conditions contained herein shall be
effective unless contained in a written document prepared with the same or similar
formality as this Agreement and executed by the parties.
12.JOINT PREPARATION: The parties acknowledge that they have sought and
received whatever competent advice and counsel as was necessary for them to form
a full and complete understanding of all rights and obligations herein and that the
preparation of this Agreement has been their joint effort. The language agreed to
expresses their mutual intent and the resulting document shall not, solely as a
matter of judicial construction, be construed more severely against one of the parties
from the other.
13.SEVERANCE: In the event a portion of this Agreement is found to be invalid by a
court of competent jurisdiction, the remaining provisions shall continue to be
effective unless the City or County elect to terminate this Agreement. An election to
09/05/2014 12
terminate this Agreement based upon this provision shall be made within seven (7)
business days after the finding by the court becomes final.
09/05/2014 13
14. NOTICES: Any and all notices required to be given under this agreement shall be
sent by first class mail, addressed as follows:
To the County:
Attention: Public Works and Waste Management Department
c/o Director
Miami -Dade County
111 NW First Street, Suite 1640
Miami, Florida 33128
(305) 375-2960
To the City:
Attention: Alice Bravo, P.E.
Deputy City Manager/Chief of Infrastructure City of Miami
444 SW Second Avenue
Miami, Florida 33130
(305) 416-1025
Attention: Mark Spanioli, P.E.
Director, Capital Improvements and Transportation Program
City of Miami
444 SW Second Avenue, 8th Floor
Miami, Florida 33130
(305) 416-1224
09/05/2014 14
IN WITNESS WHEREOF, the parties hereto set their hands and official seals the
day and year first above written,
ATTEST: MIAMI-DADE COUNTY, FLORIDA,
BY ITS BOARD OF
HARVEY RUVIN COUNTY COMMISSIONERS
CLERK OF THE BOARD
BY: BY:
Deputy Clerk County Mayor or County Mayor's Designee
Approved by County Attorney
as to form and legal sufficiency
County Attorney
ATTEST: CITY OF MIAMI, a municipal
corporation of the State of Florida
BY: BY:
Todd B. Hannon Daniel J. Alfonso
City Clerk City Manager
(Affix City Seal)
Approved by City Attorney Approved as to Insurance Requirements:
as to legal form and correctness:
Victoria Mendez Ann -Marie Sharpe, Director
City Attorney Risk Management Department
09/05/2014 15
MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS
Project Description
PWD PROJECT No, 20040388
DATE: 9/15/2014
ITEM
COST
TOTAL
ESTIMATE
JOB (%)
GENERAL CONSTRUCTION OPERATIONS
404,875
0,09092883
CONTROL OF EROSION & WATER POLLUTION
28,418
1%
CLEARING & GRUBBING
361,682
8%,
EARTHWORK
410,336
9%
REMOVAL OF SOLID WASTE MATERIAL
0
0%
BITUMINOUS SURFACE COURSES AND
CONCRETE PAVEMENT
544,606
12%
DRAINAGE STRUCTURES & PIPES
814,058
18%
CONCRETE
346,303
8%
GUARDRAIL & FENCE
-
0%
SODDING & TREE RELOCATION
172,074
4%
IRRIGATION
-
0%
SIGNALIZATION
-
0%
PAVEMENT MARKING & SIGNAGE
90,228
2%
LIGHTING
680,214
15%
BRIDGE
-
0
BASE ESTIMATED COST
3,855,501
CONTINGENCY FUND (10%)
385,550
0.08658869
SUBTOTAL
4,241,051
MAINTENANCE OF TRAFFIC (MOT)(2%)
77,110
2%
OFF DUTY LAW ENFORCEMENT OFFICER
108,000
2%
BITUMINOUS MATERIAL ADJUSTMENT
15,000
0%
PWD PERMIT ALLOWANCES
10,000
0,00224585
FPL CONNECTION ALLOWANCE
1,500
0.00033688
GRAND TOTAL
$ 4,452,661
100%
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS
i •.. ..
9116/2014 N6 2 Ave. front NE 42 Street to NE61 Street Segment 8.3
I
,
' - - "--"'
ITEM NO. ITEM UNIT oUANT.
" 0VEIMIC CURRENT •
. AVERAGE 1 SET PRICE ! AMOUNT
GENERAL CONSTRUCTION OPERATIONS
• )
1 WSIA-1 ASPHALT SURFACE PAVEMENT REPAIR • Saw col, and remove asphalt from marked area and Trench 4.001 4.001 0,00
OW-S REPLACEMENT (DEBASE AND COLO PATCH SF t 6.50 nit 0,00
102.3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CF. I 29,700 Mr'0- `,»'JO,E1 148,500A0
102.3.1 CSXT FLAGGER (THIS ITEM IS CONTINGENT UPON FIELD CONDITIONS AND MAY BE INCREASED LS !
OR DECREASED BY THE ENGINEER)
a
- 70 0,00
102-60 WORK ZONE SIGNS ED 30.056
c.�-�'i;��i : � 0.28 7,814.56
102.61 BUSINESS SIGNS (TEMPORARY. POST MOUNTED) EA ' 73 56.50
68.50E 4,124.56
102.71.12 TEMPORARY BARRIER WALL (MI) (WATER FILLED) LF 30.00
30.00
0.00
102-71-14 or 102.71.11A or
102-71-11
BARRIER WALL (F&I)
LF ` 1,203
2046
20.46
26,255.79
102-71.24 or 102.71.22 or
102-71.21
BARRIER WALL (RELOCATION)
LF 4 7,917
8.60
8.60
08,823.10
102-72 or102.72A or102.72PH2
•„_..,.. .,_
CONCRETE BARRIER -C,L.ASS„E[ MEORAAY,_IMCLUOINGRELOCATION),,,._,•.,„._„._,„_,_
LF,...
28,56
28.58
0.00
102.74.1 OR 102.74.1A
BARRICADES ( TEMPORARY TYPEj,.I[ Vp &, DRUM )_
EA/DAY) 203.r661
0.27
_
0.27
55,831.61
102.74.2
._ _ _ _.� - -
BARRICADES( TEMPORARY, TYPE III, 61_
EA/DAY J. 16,553
0.49
0.49
8,150.93
102.60A or 102.75 or
102.75A or 102-75•P642
CONSTRUCTION SIGNS (TEMPORARY, POST MOUNTED)
EA/DAY
0.39
0.39 0.00
102.76 or 102.78A
FLASHING ARROW BOARD (TEMPORARY MULTIMODE) - / ADVANCE WARNING ARROW PANEL
EA/DAY I 871
9.15. 9.15 7,973.00
102-77
HIGH INTENSITY FLASHING LIGHTS (TEMPORARY TYPE "B")
EA/DAY : 17 424
0.49 0,49 8,506.00
102-78
REFLECTIVE PAVEMENT MARKER (TEMPORARY)
EA I 2,101
4.00, 4.00 0,404.0D
102-79
LIGHT BARRIER WALL MOUNT (TEMPORARY)
EA 9,148
1.60 1.80 16,468.40
102411
VEHICULAR IMPACT ATTENUATOR (INCLUDING RELOCATION & RESET) (TO BE USED WHEN
REQUIRED. FOR_MAINTENANCE OF TRAFFIC AND APPROVED BY THE ENGINEER)
EA
j
1,149 35 1149.35 0.00
102-89 or 102-69.17
BARRICADES (TEMPORARY TYPE III, CLASS H, 12')
TEMPORARY IMPACT ATTENUATOR
..,
EA/OAY)`,'�_�c
EA 33
i-p 0.00
1,332.26,• 1332.25 43.984.53
EROSION CONTROL
I
104„10-3__._..._,-_,...,, ,._ SEDIMENT BARRIER ..... ..... ... .
LF f 6633
1.16 1.10 7,707.55
.
104-11 or 104-11A or 104 FLOATING SILT BARRIER (INCLUDES MAINTENANCE,RELOCATION AND REMOVAL) (THIS ITEM
11B or 104-12-1 IS CONTINGENT UPON FIELD CONDITIONS AND MAYBE INCREASED, DECREASED OR
ELIMINATED BY THE ENGINEER)
LF
i
BOO
16.95 15.95.
104.13 CLEANOUT EXISTING DRAINAGE SYSTEM
LS
;x-:--:, .-OGS3p: 0,00
104.15 or 104.13.1 STAKED SILT FENCE
LF 1
1.51 1,51 0.00
104.16 or 104.16A ROCK BAGS FOR CONTROLLING SILTATION @ CURB & GUTTER INLETS. BAGS ARE TO BE 12' X
122'X A"
i FAA
i
2,026 .
7.07 7.07 20,710.72
104.18 INLET PROTECTION SYSTEM
1227 65.27
FIELD OFFICE
109.71-6 i FIELD OFFICE (BRIDGE WORK IN EXCESS OF 5 MILLION DOLLARS)
DAY
0.00
CLEARING AND GRUBBING
110-1 OR 1101- CLEARING AND GRUBBING (INCLUDES REMOVAL OF EXISTING SIDEWALK, FLEXIBLE
1-1 or 110.1-1B PAVEMENT, CURB AND GUTTER, DRAINAGE STRUCTURES, VEGETATION, TREES AND ANY
DEBRIS TO BE DISPOSED OF IN LEGAL AREAS PROVIDED BY THE CONTRACTOR (ASSUME
10% OF BASE ESTIMATE)
I LS 1 1
350,600.12
I
350,500.12
110-2 CLEAN EXISTING STRUCTURES
08 I
217,601:1 217.501 0,00
110-2-00 OR 110.2.1.0 CLEAN EXISTING PIPES INCLUDES REMOVAL AND DISPOSAL OF TRASH
LF '
12.25; 12.25( 0.00
110.3 REMOVE EXISTING STRUCTURE
LS
I 24,000.00 0.00
110-4 REMOVAL OF EXISTING PAVEMENT
SY . 4,859
_ -. '11181.60
2.40! 2.401
110.4-1.1 OR 110-4.4 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
1 LF
10,87 10.67i 0,00
EARTHWORK
120.1 OR 120-1.2 REGULAR EXCAVATION
CY
9,093
7.451 6.60; ai,600.31
�"%�.�
'I' -�.,T.''' - 0.00
120.2-2 BORROW EXCAVATION .[(CONTRACTOR SUPPLIED, TRUCK MEASUREMENT) (THIS ITEM IS
CONTINGENT UPON FIELD CONDITIONS AND MAY BE INCREASED, DECREASED, OR ELIMINATED
8Y THE ENGINEER)]t3P
120-4 SUBSOIL EXCAVATION ( THIS ITEM IS CONTINGENT UPON THE ACTUAL FIELD CONDITIONS AND
MAY BE INCREASED. DECREASED OR ELIMINATED BY THE ENGINEER)
CY
CY
15,14
7.85
0.00
120-5 CHANNEL EXCAVATION
CY
18.50
18.50
0,00
120-5 OR 120-6.1 !-EMBANKMENT (INCLUDES BORROW) (THIS ITEM IS CONTINGENT UPON EXISTING FIELD
CONDITIONS AND MAY BE INCREASED, DECREASED OR ELIMINATED BY THE ENGINEER )
CY
553
24,210
1,123
14,18
3.34
_ . , 4.67
13,11
14.63
3 34
4..67.
13.11
8,008 81
_
BD 9i6.74
5 244_41
__ 0.00
.
160.4 TYPE"8" STABILIZATION (12' THICK) (MIN C.B R. 30)
_
SY-
162.1.11 I PREPARE SOIL LAYER (FINISHED. SOIL IAYER)(6")
SY
.._ ........ -
200.1-1 or 230•1 rLIMEROCK BASE.(6" THICK,. SINGLE ("OURSE)(DRLYE 111Y TORATION).
SY
.. „
22,055
11.53
11.53
254,286.98
., .
200.1.2 OR 200.1-10 LIMEROCIC BADE ((6" THICK) (DOUBLE COURSE) (PRIMED)) I LIMEROCK BASE (8" THICK, PRIMED)
_
5Y
.......... ........
200-1.2A , LIMEROCK BASE (16" DOUBLE COURSE PRIMED)
17.00
17.00
0.00
REMOVAL OF SOLID WASTE MATERIAL
126-4-2 SOLID WASTE REMOVAL AND DISPOSAL
SY
0.00
455-133-2 SHEET PILING STEEL (TEMP)
8Y
0.00
BITUMINOUS SURFACE COURSES AND CONCRETE PAVEMENT
300.1-3. •. ,_._
327-70.51
334-2-11
334-2-13-1
334-2-13.2
337.2 or 337-2.1 or 337-71-1
or 337.3 or 337-5.3 or 337-7.3
Of 331,.1.3 ....... ___ ._
837-7.21A or 337.6-32
BITUMINOUS MATERIAL (_TACK COAT)
GAL
z 0: 0,00
MILLING, 1" AVERAGE DEPTH )
SY
693
3,43
3.12
1159,47
HOT MIX ASPHALT SP-9.5 TRAFFIC/L. (1" THICK) j
TON
110,00
110.00
0.00
HOT MIX ASPHALT Sf'-8.5 TRAFFIC A (1"THICK)
TON
100.00
100.00
0.00
LiOT MIX ASPHALT SP•12,5 TRAFFIC C
TON
3,639
100.94
109.94
400,053.47
ASPHALTIC CONCRETE FRICTION COURSE (FC•3) (1' THICK • 11018SY AVG.)
TON
_ 1 213
_ _ 112,39
117,31
112.39
117.31
0.00
742,292.99
_ _ _
APSIIALTICCONCRETE FRICTION COURSE (FC•9.5)SRU8BE�1" THICKNESS)___..__-. �� -
_ _
TON -
370-1
BRIDGE APPROACH EXPANSION JOINT FOR CONC. PAVEMENT
LF
202.50
202.50
0.00
DRAINAGE STRUCTURES AND PIPES
400.1-75
CLASS !CONCRETE ((MISCELIANEOUS) (TRENCH BUILD-UP, COLLARS, PIPE
PLUGS,5TRUCTURE PLUGS ETC.) (THIS ITEM I5 CONTINGENT UPON FIELD CONDITIONS AND
MAY BE INCREASED DECREASED OR ELIMINATED R,Y_TNE ENGII1EER)I.... . . . ... . ....__„_, ,.
CLASS (CONCRETE, (WELCOME WALL) .__
INLETS ( CURD) TYPE P-4 ...............__ .._ _........_...... __............._..
INLETS ( OURS) TYPE P-4 (>10) _. _ . ,..
CY
.,., _ _ .,
CY .....
EA
, EA ,.,
. _ ,100
270.55
231.00
25,251,40
•-
400.1.15AB
vnxsz=x,._''.i,;
0.00
3 358 26
3358.28
0.00
425.1.341 or 425.1.341A
1
15
2
7
7
. 3,581.05
3,690.58
3,929.01
- 5,241,02
3,936.13
4,777.33
3,835.07
3581.5
3600_66
3928,01
524.02
3930,13
4777.93
3935.07
3 581.95
55.360.15
7,858.03
0.00
. ,27,552.0
„,_0,00
27,815,46
425.1.343
425.1.351
,.. ..
INLET CURB ( TYPE P-5 )< 10'
EA
425.1.353 or 425-1.362
INLET .(CURS)TYPE P-6)(>101 _ _
INLET (CURB)(TYPE P-5)f>10') (W/BAFFLE)
INLET, CURB (TYPE P-6 I. 10'
EA
EA
EA
425.1-353A _
425.1.381
425-1-361A
INLET(CURB)TYPE P-8(WITH BAFFLE)
INLET (CURBNTYPB 5.61(1P)
INLET (CURBj(TYPE J-4)(>10') -
EA
EA
EA
_,,,•„
425.1.383 or 425.1.362A
425.7•441 or A�o 5.1.441A or
425.1-451 or 425.1.-4
-025.1.451 or 425.)-451A or
425-1.1816
�.yam. ,; r`e•rc"'-;
��--.�, y:;
_e.-z =?'
n0
> K-r- p0{)Q
0,00
INLETS ((CURB) (TYPE J•5)
EA
3
1
8,446.23
,. 6,780.29
5,581.00
Zy,,,_
7,102,35
6A46.23�
(i700,20.
5501.00
- = ,,,0 , a
7102.35.
16,338.70
0,00
0,00
0,00
7,102.35
425.1.462
_._..... ________ __._..._ ..
141E_7S ((CURB) (TYPE J•6) (>10)
EA
426.453A
425 1 455
INLETS ((CURB) (TYPE J•5) (>10), w/ baffle „,,..,,.•, .-,..,,_.
INLETS ( CURB ITYPE J•5 ( PARTIAL )
EA
EA
4231.451 -
_ _ _
INLET CURB (TYPE J•6)
EA
Pogo 1 of 3
8/18I2014
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS
911512074 ! NE.2 Ave. from NE 42 Street to NE 51 Street Segment 8.3
I
r'"'-...._........ ... f �. ...
ITEM NO. 1 ITEM ( UNIT
OVANT,
OVERALL CURRENT ! .
AVERAGE SET PRICE ' A410UNT
425-1.4618 11NLET CURB (TYPE J-6) >10' (W/BAFFLE!_ EA
7,749.23 774923'! 0,00
425.1.481C!INLET CURB fTYPE J-U) (W/ AFFLE) FA
,.,
13,194.90, 8194.90! 0.00
426.1-462 ;INLET CURB (TYPE J-6) >10' k EA
1
6,961.005961,061 5,901.00
425.1.721 or_425-1.903A I INLC•T,_i'YPE p-11 <10'. I EA
3
3,838.33 3633.33' 10 900,00
_
425_7-720 � �,,...1INLET CURB (TYPE_ J-11) (>10') i 06
5,500,00 6500.001
425.1-903B or 425-1-722 `INLET, TYPE P-11 >10' 1 EA
1
4550.00, 4A65p:00
425.1-907A, POLLUTION RETARDANT BAFFLE (ANY TYPE),fANY DIMENSION)_,- 1
25
.._,4,550.00
363.76; 393.70, 9,843.76
.... ............_,,,____1
425.2-71A TYPES J-7TS10' i EA
2
4.017.82 401702. 8,035.65
.„MANHOLES
425.2-71B (MANHOLES TYPEJ-7>10' j EA
4,219.50' 4219.50: 0.00
425.2.71C 'MANHOLES TYPE J-7a10' EA
3,2.06,23 3200.23; 0.00
__
425-2-72 (MANHOLE TYPE J-77-, (ANY DIMENSION, MAXIMUM 15' DEE.P1, ! EA
11
5,685,94, 5685.94 62,645.31
., _._
430-171.101„_......_..............___.._,..._ PIPE CULVERT - UP TO 24" DIA(ROUND)LF
35,50! 35.50:; 0 OD
430.15 or 430-23 or 430-171-
123 ,or 43¢175-1,15„_.......__....._....._.._--
............................ ._......_.._.-_ .
PIPE CULVERT 15" DIAMETER / PIPE CULVERT (15" SS) LF
i
507
47.17
47.17: 23,914.39
430-18 or 430-171-125 or
430-176.118
_._ ._._..._...._ ........
PIPE CULVERT- 18" DIAMETER i LF
I
1,178
48.90
46.90; 67,604.20
430.18-15A
PVC PIPE CULVERT- 15" DIAMETER LF
43.00
43.00, 0.00
430-18.18
PIPE CULVERT- 18" DIAMETER HOPE LF
44.00
44.00) 0.00
430-18-24 or 430-175.124
PIPE CULVERT- 24" DIAMETER HDPE LF
49.00
49.001 0.00
430.18.30 PIPE CULVERT- 30' DIAMETER HDPE i LF
59.00
59.00, D.00
430.18.36 or430-176.136 IPIPECULVERT. 38"DIAMETER HDPE LF
121
72.50
72.601 8,772,50
430.19.16 1 DUCTILE IRON PIPE AND FITINGS, 18" DIAMETER 1 LF
-
130.00
130.00, 0,00
430- PIPE CULVERT 71"X47' ELLIPTICAL i LF
�
009 0.00
_ _
443-70 OR 443.70.36 OR EXFILTRATION DRAIN. 36" DIAMETER (INCLUDES THE COST OF PERFORATED PIPE, BALLAST LF
443.70.6E OR 443-70.8.3 OR I ROCK, PLASTIC FILTER FABRIC,EXCAVATION AND BACKFILLING WITH SELECTED FILL
443.70;6 MATERIAL)
_
T '
2,771
162.88
;
- ! 451,340.46
162.88
465-133-2 • SHEET PiLINO, TEMPORARY•CRITICAL. [ SF
11.97
11.97: 0,00
515-3 or 615.1-2A !HANDRAIL PIPE (ALUMINUM) LF
55.28
55.28: 0.00
CONCRETE
520.1.1 OR 520-1-10 or (CONCRETE CURB AND GUTTER , TYPE "F" (6" CURB,18" GUTTER) (INCLUDES COST OF LF
520-1.1QB- I LIMEROCK)
7,543
17.02
118,589.10
_t5:72;.,-,
521-73 ,REMOVAL OF CONCRETE BARRIER WALK 1: LF
55.00
65.00 0.00
_ . ,
522-1 0R 522-1(1) (CONCRETE SIDEWALK (4" THICK RESTORATION AND NEW ,CLASS I CONCRETE. 3000 P.S.1) ! SY
I (INCLUDING PEDESTRIAN RAMPS) i
1 6,540
_
31,98
'
30.33198,933.68
522-2 0R 522-2(1) !CONCRETE SIDEWALK (6" THICK, 0000 P.S.). CONCRETE AT 213 DAYS) (INCLUDES DRIVEWAYS) 1 SY
805
40.77
36.52; 29,399.89
530-78 (RIP RAP- ARTICULATING BLOCK SY
85.00
65,001 0 OD
BARRIERS GUARDRAIL AND FENCE 1
550.2.4 CHAIN LINE FENCE TYPE "(3: (4' HIGH) ? LF
,-(,NEW
555-1.1 !DIRECTIONAL BORE (o 6') LF
25.78
25.781 0,00
565.1.2 I DIRECTIONAL BORE (t 12") 1 LF
15.50
15.501 O.DO
SODDING AND TREE RELOCATION 1
570.1-2 )PERFORMCE TURF (SODDING,! ) SY
1,123
2.60
2-501 2,807.60
675.1.1 .f SODDING (PENSACOLA BAHIA OR MATCH EXISTING) (INCLUDES WATERING) 1 SY
356
3.5610.00
680.336 ITREE TRIMING . g EA
565.00
0,00
581-01A 'METAL TREE GRATE (FURNISH AND INSTALL)(INCLUDE INSTALATION OFCONC. COLLAR,ROOT i EA
GUARD,TREE GRATEAND EXCAVATION OF THE TREE PITS, ACCORDING TO SPECIFICATION
AND..) j
102
1,350.00
137,700.00
1350.00'
503-12-12(M) [TREE PLANTING MAHOGNY (SWITENIA MAHOGANI) 1 EA
'
650.00
550.00! 0.00
583.19 COCCOLOSA DIVERSITOLIA (PIGEON PLUM) i EA
34
450,00
450.001 15,300.00
(783-3-1(M) _._ GREEN BUTTOMWOOD (CONOCARPUS ERECTUS) 1 EA
34
550.00
550.0D. 18,700.00
5833A SILVER BUTTONWOOD (CONOCARPUS ERECTUS VAR. SPECIES) (16'11T,) LF
34
> -"
>; ' 04. 374.00
590-34 4" PVC SCH. 40 (IRRIGATION SLEEVE) 1 LF
� s
.�`C>3 0.00
590.36 6" PVC SCH, 40 IRRIGATION SLEEVE) - 1 LF
J't: ti,
. - 0,00
IRRIGATION
590-70 .IRRIGATION SYSTEM LS
1
58,975.00 0.00
SIGNALI0ATION 1
-
647-11.51 MAST ARM COMBINATIONS, STANDARD DS-22 AS
22,193,00
22193,00' 0,00
690.80 REMOVE SPAN WIRE ASSEMBLY . EA
512.74
512.74. 0.0,0
800.90 REMOVE CABLING AND CONDUIT pi
873.93
873.931 0.00
090-100 I REMOVE MISCELLANEOUS SIGNAL EQUIPMENT (PULL BOXES) PI
1,177.95
1177.95i 0.00
PAVEMENT MARKING AND SIGNAGE 1
700-1-25
ROADSIDE SIGNIONE WAY RIGHT • R6_1R) AS
2«'S3,5p�4 0,00
700-20-4or 700.20.40
RELOCATE EXISTING SIGNS, SINGLE POST j AS
.(`'n.
41
111,86
111136' 4,556.14
700-40-1/700-20.11 or
700-40-1-S
ROADSIDE SIGN INCLUDING POST AND STRAPS (SEE PLAN SHEET FOR SIGN DESCRIPTION) AS
_ I
44
24743
247.43i 10,886.81
700.46.1 or 700.20.6 or
700-20.60
REMOVE EXISTING SIGN EA
26
74.15
38.67, 966.05
706.1 12or/06.3
REFLECTIVE PAVEMENT MARKERS (CLASS B, MONO OR B(-DIRECTIONAL, ALL COLORS) EA
372
4.48
4,46, 1 857.42
710-11.111
PAINTED PAVEMENT MARKINGS (STANDARD) (W11)TE),(SQLID).f0")NM
3
850.00
850.00'1 2,650.00
710.11-'1,24
PAINTED PAVEMENT MARKINGS (STANDARD, WHITE, SOLID, 18') r LF
1,00
1.00. 0,00
710-11.125
PAINTED PAVEMENT MARKINGS (STANDARD, WHITE,_.SOLID 24"),,,LF
792
1,00
_•,•.1_00' 792.00
710-11.180
PAINTED PAVEMENT MARKINGS (STANDARD WHITE, MESSAGE) I.I,.. EA•••
02.45
92.45`- 0,00
-_„..,,
710-11.170
PAINTED PAVEMENT MARKINGS (STANDARD, WHITE, ARROWS) 4EA
20.00
20.001 0.00
710-11-211
PAINTED PAVEMENT MARKINGS (STANpARR) (yELLO}N(_(So D..(G.a,_
i
850,00
850.00! 2,550.00
710-11-222
_._ .__NM
PAINTED PAVEMENT MARKINGS (STANDARD, YELLOW,_80LID, 181 LF
1.0D
1.00! 0,00
710.11.241-�•,.,,,.,•
PAINTED PAVEMENT MARKINGS (STANDARD)(YEI,.,LO.W!)_(SKIP)„(0")..__...._.�.._. LF
0.30
0.30; 0,00
_
711-31 711.3A/ 711-3(2)/711.11•
....-...__.
PAVEMENT MESSAGES ((ONLY/MEROEISCHOOURR) (THERMOPLASTIC))
_._
EA
•___,.,,.-.
44
109.86
i 4,331.82
109.86;
160n11-3E
711.71-260
_
MESSAGESYELLQWTHERty10PIASTIC
EA
110.00
110.00: 0,00
711-11-270
_...._,_.......... .....
DIRECTIONAL ARROWS YELLOW THERMOPLASTIC
EA
58.50
56.50; 0,00
711-4 /711-11-170
DIRECTIONALARROWS fTHERMOPLASTIC) •
EA
43
58,12 58.121 2,493,09
711-46 ,,,,,.
DIRECTIONAL ARROWS( THERMOPLASTIC)(12 SF) ..,,_.
F_A
47.00 47.00: 0.00
0.00
711.4E
DIRECTIONAL ARROWS (THERMOPLASTIC)(16 SF)
EA
.
53.00 53.00, 000
711-4D
,.....
DIRECTIONAL ARROWS THERMOPLASTIC (278F)
..__.
EA
.............._..._
__.._
70,00 �••�7o.00i 0:00
711-4E DIRECTIONAL ARROWS THERMOPLASTIC(SPECIAL)
EA
106.00 106.00. 0,90
711-5/711-11.151 IOEl GU.B1ES ye" pOT7EA).,(2'•A' WHITE),[THERMOPLAS)'IC)I
LF
821
1.24- •� -- 1.24!1 022.18
,.-,_,___,._.__._...._....._..._....................._......
711-5A or 711-11-251 _ _ G)IDELINES I(6 DOTTED) 2 q YELLOW ( THERMOPLASTIC, LEAD FREE)). 11 LF
_12 _ _ 7 12 0,00
711 5-1 or 711-33 SKIP TRAFFIC, 2 OF 6 WHITE THERMDP}i)STIC 4 SKIP LF
.20 0,00
__-
71143.51 SOLID TRAFFIC, STRIPE G WHITE LF
___-_1_20'
0 74 0 74. 0 00
CSTRIPE _(OYELLOWJ_......._...._._ i LF
711-6-81A OR 21.1.�35.81 SOLID TRAFFIC STRIPE,(0" WHITE).jTHERMDPLASTIC), I LF
......
3c< OM-6, _..._..__._.000
13 113, 000
,__„_„-~•_,�
711.6.121 SOLID TRAFFIC STRIPE (12" WHITE THERMOPLASTIC) LF
,63. 1,83. O,90
711-0-241A OR 711.11.180 YIELD TRAFFICSTRIPE,(24' WHITE)i LP
• •.,.•
2.76 2.70' _.....,. 0.00
............................_.,....._..._-........._.._.._.............._.._........___.........,.._-...,.._......
711.7 OR 711-7-1 REMOVE EXISTING PAVEMENT MARKINGS SF 9,04�5 1
3.77 3,77! 34,114,73
711-11 _SKIP TRAFFIC STRIPE,.6'8"WHITE THERMOPLASTIC -10' SKIP _ IF _ ,,,,,,__,,,,,
711-17 REMOVAL (THERMOPLASTIC) SF 3,810
0.90�•„ 0:90 0,00
2.94 2 04 17 212.19
_,.... _. .
711-23-01 SOLID TRAFFIC STRIPE WHITE) [ ,NM,.imp .._,._.,.._1;58415,-_._ 7684.15 2,439.69
...
711-24-01 SOLID TRAFFIC STRIPE (6" YELLOW) NM 1,263.00 1283.00 0.00
Paget of 3
9/15/2014
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS
9/16/2014
NE 2 Ava, from NE 42 Strout to NE 51 Wool Segment 6.3
L-- ;_..59
+
ITEM NO.
CURRENT
ITEM LINN WANT. AVERAGE BET PRICE
AMOUNT
711.35-81 or 711-11-122
_'
SOLID TRAFFIC STRIPE (8" WHITE) (THERMOPLASTIC ; )_,„,_,,.. is 1,06 L09
0;00
711-35;121/711.11.123
_
SOLID TRAFFIC STRIPE (12"WHITE) (THERMOPLASTIC) ' LF I 1,607 ' 1.77; 1.77
2,90483
711.35.18011-6.181/7114 1-
124
SOLID TRAFFIC STRIPE (18" WHITE) (THERMOPLASTIC) 7 LF 594
i 2,37i 2.37
1,410.06
711.35.241/ 711• 3-241/711.11•
125
SOLID TRAFFIC STRIPE (24" WHITE) (THERMOPLASTIC) ( LF 290
1 _
..3.55I....._......._3.6y
1,020.33
028.
711.36.01 or 711.36.81A or
......._ .._
SOLID TRAFFIC STRIPE (8" YELLOW) (THERMOPLASTIC) i LF
! 0;60 0.00
.......__....
711.35.81 or 711.11-222
O...._...1
SOLIDLF
60LIDTRAPFlCSTRIPE(8"Y0LL0W)THERMOPLASTIC
i D,92! 0.82.
,0;00
000
711.38.181 or 711.6-181A or
711.11-224
I
SOLID TRAFFIC STRIPE (18"YELLOW)(THERMOPLASTIC) LF
44
i 2.311 2.34
102.82
711.11.111
SOLID TRAFFIC STRIPE (8" WHITE) THERMOPLASTIC NM
3,027.501 3027.50
0,00
711a1.112..,,_-_„_.__._,_
SOLID TRAFFIC (a"WHITE) THERMOPLASTIC ' NM 5,300.00' 5300.00
0.00
711-11.211
_STRIPE ,.
SOLID TRAFFIC STRIPE (6" YELLOW) THERMOPLASTIC I NM 1.240 3,030,00 3030.03 3,757.20
711.11.231
SKIP TRAFFIC STRIPE (6" YELLOW4 THERMOPLASTIC _ I GM 0,932 r 892.68i 892.66 _ _ 832,15
711.37.121
SOLID TRAFFIC STRIPE, 'THERMOPLASTIC (12' WHITE) • NM P. W 0•D0
71 i•37.241
SOLID TRAFFIC STRIPE, THERMOPLASTIC (24"WHITE) I NM .:*$ -* �.. 'xff7000-'b0 0.00
LIGHTING
716-10.5
CONCRETE POLE BASE (45' MOUNTING HEIGIiTISPECIAL , -, ,,�„ .-„yz 16Q0 00 _ 0.00
715.l-113A or715.1-12
CONDUCTOR, F&I, INSULATED NO. 61G1 j LF 20,592 ' 2.58I 2.58 52 728.39
715.2.111
CONDUIT - 3/4" PVC SCHEDULE 40 a LF 11.001 11,001 0.00
716-2.115 or 715-2.1158 or
715-2-11A
CONDUIT PVC SCHEDULE AO, 2" - LF 6,064 : [ 7
11,03 11.D3' ' 75,700,11
715.4-400
LIGHT POLE COMPLETE (RELOCATE)„, 2,118.87 2118.87
715.7-11 or 716.7.11A or
715:7.11 B or 715-7-12
,--..- .0.00
LOAD CENTER (INCUDES SWITCH, WEATHERHEAD & WIRE AT SERVICE POINT) 1 EA I 2 1 11,614.27
i 5,007.13! 5807.13' _ _.
71rri-42
LOAD CENTER (FM) (REMOVED) I EA 4 i 152.68 152.68 10506
715-14-11
PULLBOX, ROADSIDE I EA 100 672.l7j 572.171 6236� 6,17
/ 115:1.412
PULL BOX (INCLUDING GROUND ROD, GROUND WIRE, ROCKS AND CLAMPS,) EA iY 812.801 61'2.001 0.00
715.411.145 or 715-511-130A 'DECORATIVE
LIGHT POLE I EA 8,798.22) 6798.221 _ 0.00
715.450 or 715-4.600 or
715350.00D
REMOVE LIGHTING POLE i EA 30 I 13383,00
i- 446.10` 448.101
715.500-1
_
POLE CABLE DISTRIBUTION SYSTEM ((COIJVENTIONAL)(INSTALLATION ONLY MIAMI-DADE WILL EA 66 V i 93,616,BB
SUPPLY KIT)) I - 1,440.28, 1440,261
715-516.120
LIGHT POLE COMPLETE, SPECIAL DESIGN, F & I, Polo Top Mount, Aluminum, 20' : EA ";--.-,,,,.. 6000.00 _ _ . 0,00
715-518.120
LIGHTING POLE COMPLETE No. DECORATIVE) (ran (SEE PLANS FOR DETAILS) FA 1 65 5,700.00 5700.0D 370,500,00
BRIDGE I I
B.455.3.2 OR 455-3-2 PRESTRESSED CONCRETE PILING FURNISHED (18" S.O.) LF ' 105.99; 105.961 0.00
PB•550.2 FENCING (TYPE B) ! IF
' + • 7,1,Rati 000
_ _
PB•550.8 END POSTASSEMBLY(TYPE S FENCING) EA ,'..:Z.L.="
"- -;W0;00. 0.00
BASE ESTIMATE 1 i 3 855,601.32
999 OR 2.999 .CONTINGENCY FUND (1005 OF BASE ESTIMATE AMOUNT) LS
365,650.13
SUB -TOTAL'
1 4,241,051.45
DEDICATED ALLOWANCES!
102.1 0R 102.1H MAINTENANCE OF TRAFFIC (INCLUDING TEMPORARY REFLECTIVE PAVEMENT MARKERS, i LS
MARKINGS, TRAFFIC CONES, TEMPORARY SIGNS, FLAG MEN, ETC.) (ASSUME 244 OF BASE
ESTIMATE)
•
77,110.03
1027..9A OFF -DUTY LAW ENFORCEMENT OFFICER I LS
1
____
108,000.00 106,050,00
__,._,_, _
300-1.989 BITUMINOUS MATERIALADJUSTMENT.(SET DURING B1DD!NG)(15,000/MI) I LB
1
,..,,_,,,_,^
15,000.00 15,00000
556.1-6 JACK AND BORE 30" STEEL CASING L.LS
900 ALLOWANCE PERMITS LS
1.
18000.00 10,000,W.
800-6 FPL CONNECTION ALLOWANCE I LS
2
750.00 1,500.00
..
... _ __.L..._,
L
...
_.._......_.-
GRAND -TOTAL.
A452,66148
i
,
NOT ALWAYS REQUIRED • AMOUNT; TO BE ASSUMED I SET'
I
PRICE SET • NOT AN AVERAGE )
.E1
!toms In Red have been dropped from the AverBne for the SET PRICK
........,......._.-
"
....................._f. .�_......-,....._....
Pone 3of3
9/1512014