2011-27614 Reso RESOLUTION NO. 2011 -27614
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, AUTHORIZING THE APPROPRIATION OF
FUNDS, IN THE AMOUNT OF $140,627, FOR DRAINAGE
IMPROVEMENTS TO THE 4400 BLOCK OF MIDDLE NORTH BAY ROAD,
WITH FUNDING FROM THE STORMWATER LINE OF CREDIT, TO BE
REPAID FROM THE FUTURE STORMWATER BOND.
WHEREAS, in Fiscal Year 2010/2011, the City created a capital project, entitled
"Drainage Hot Spots" to allow staff to address identified stormwater problem areas and
construct interim solutions in areas which are affected beyond nuisance flooding, without waiting
for the Citywide Comprehensive Stormwater Master Plan to be completed; and
WHEREAS, the 4400 block of Middle North Bay Road is specifically mentioned in the
Drainage Hot Spots project description; and
WHEREAS, this area is within the Nautilus Neighborhood which recently received
stormwater improvements; and
WHEREAS, Middle North Bay Road was not programmed to receive new stormwater
infrastructure; and
WHEREAS, Middle North Bay Road was removed from the Nautilus Neighborhood
Improvement while a stormwater design was developed; and
WHEREAS, staff has developed a preliminary model of the existing and proposed
conditions, and developed a drainage design that addresses the spot flooding problems.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF
THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
appropriate funds, in the amount of $140,627, for improvements to the Middle North Bay Road
Stormwater System, with funding from the Stormwater Line of Credit approved by the City
Commission in May 2009, to be repaid from the Future Stormwater Bond for the Drainage Hot
Spots Project.
PASSED AND ADOPTED this 9th day of March, 2011.
Pi EST:
-190kit •
Robert EF. Parcher, City Clerk Matti Herrera : ower, Mayor
T:\AGENDA\2011 \3 -09 -11 \Drainage - Middle North Bay Road reso.doc
APPROVED AS TO
FORM & LANGUAGE
&R EXECUTION
`��� ome ate
COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution appropriating funds in the amount of $140,627, for improvements to the Middle North Bay
Road stormwater system.
Key Intended Outcome Supported:
Ensure well maintained infrastructure.
Supporting Data (Surveys, Environmental Scan, etc.): According to the 2009 Community Satisfaction
Survey, only 43% of residents rated the City's storm drainage (to avoid flooding) as "excellent" or "good."
Issue:
Shall the City Commission appropriate the funds?
Item Summary /Recommendation:
The Commission approved Basis of Design Report for this neighborhood improvement project did not
program new stormwater infrastructure along this specific corridor as it was not in a priority basin per the
1997 Stormwater Master Plan.
In Fiscal Year 2010/2011, the City created a capital project entitled Drainage Hot Spots to allow staff to
construct interim solutions in areas which are affected beyond nuisance flooding without waiting for the
2011 Citywide Comprehensive Stormwater Master Plan to be completed.
The 4400 block of Middle North Bay Road was identified as a corridor having multiple deficiencies which
impact the way in which surface runoff is stored, treated, and conveyed. Staff has developed a model of
the existing and proposed conditions and developed a drainage design that addresses the spot flooding
problems. This is an interim solution that addresses only the localized problem. Additional improvements
will be discussed in the 2011 Citywide Comprehensive Stormwater Master Plan.
The construction contract for these interim improvements on Middle North Bay Road was negotiated by the
PWD staff and approved by the Special Assistant to the City Manager in the amount of $123,829
(Attachment A). The project includes $12,383 in contingency, $2,415 in procurement fees, and $2,000 for
testing services. Construction oversight will be provided by PWD staff, yielding a savings of approximately
$7,500. The total capital cost for the interim project is estimated to be $140,627.
THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION.
Advisory Board Recommendation:
N/A
Financial Information:
Source of Amount Account
Funds: 1 $140,627 Stormwater Line of Credit
2
()BPI Total $140,627
Financial Impact Summary: N/A
City Clerk's Office Legislative Tracking:
Fernando Vazquez, City Engineer, ext.6399
Sign -Offs:
Department Direct Assistant City Manager City Manager
FHB JGG _ii j JM
T:WGENDA\2011 \3 -09 -11 \Drainage - Middle North Bay Road summary.doc
AGENDA ITEM C AA I MIAM IBEACH _
I MF DATE 3 1 - ��
MIAM IBEACH
City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 33139, www.miamibeachfl.gov
COMMISSION MEMORANDUM
TO: Mayor Matti Herrera Bower and Members of the City Commission
FROM: Jorge M. Gonzalez, City Manager
DATE: March 9, 2011
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, AUTHORIZING THE APPROPRIATION OF
FUNDS IN THE AMOUNT OF $140,627, FOR DRAINAGE IMPROVEMENTS
TO THE 4400 BLOCK OF MIDDLE NORTH BAY ROAD, WITH FUNDING
FROM THE STORMWATER LINE OF CREDIT, TO BE REPAID FROM THE
FUTURE STORMWATER BOND.
ADMINISTRATION RECOMMENDATION
Adopt the Resolution.
FUNDING
Funding for this task is available in the amount of $140,627, appropriated in the Fiscal Year
2010 -2011 Capital Budget, for Construction of Drainage Hot Spots.
BACKGROUND
In Fiscal Year 2010/2011, the City established a capital plan entitled Drainage Hot Spots. This
project allows City staff to address identified stormwater problem areas and construct interim
solutions in areas which are affected beyond nuisance flooding while the City finalizes its
Comprehensive Stormwater Master Plan which will look at providing comprehensive drainage
solutions to these locations. The 4400 block of Middle North Bay Road is specifically mentioned
in the Drainage Hot Spots project description.
ANALYSIS
In response to resident complaints of spot flooding in this section of North Bay Road, the Public
Works Department (PWD) evaluated the existing drainage problems reported in the area. It is
important to underline that the delineated watershed which currently drains on this roadway was
not qualified as a priority basin in the Comprehensive Stormwater Management Program Master
Plan developed by CH2MHiII in 1997. Consequently, the Commission approved Basis of Design
Report for this neighborhood improvement did not program new stormwater infrastructure
improvements along this specific corridor.
The City recently completed capital improvements in the Nautilus West neighborhood, which is
bound by Arthur Godfrey Road on the south, Biscayne Bay on the west, Surprise Waterway on
the north, and Biscayne Waterway on the east. The neighborhood east of Alton Road did
receive substantial stormwater infrastructure improvements that provide a level of service for the
5 -year, 24 -hour storm. However, since the area west of Alton Road, primarily Middle North Bay
Road, was not defined as a priority basin, it did not receive funding for drainage improvements.
Commission Memorandum- Middle North Bay Road Drainage Improvements
March 9, 2011
Page 2 of 2
In a preliminary analysis conducted by the Engineering Division of the Public Works
Department, the corridor in question was determined to have multiple deficiencies which impact
the way in which surface runoff is stored, treated, and conveyed. The existing outfall sizes do
not provide the adequate hydraulic conveyance to meet the minimum required level of service
for the 5 -year 24 -hour storm event. The outfalls were televised and minor problems were
discovered. The built -up swales and the spacing between the existing inlets are both inadequate
for proper disposal of stormwater run -off. Moreover, the existing roadway profile does not
properly convey the surface run -off to the existing inlets. Portions of the asphalt pavement also
show cracking of the type that indicates deterioration of the base course, potentially extending
to the roadway subgrade.
Engineering staff has developed a preliminary model of the existing and proposed conditions
and developed a drainage design that addresses the spot flooding problems. However, it does
not provide for an ultimate solution to the problem on Middle North Bay Road. These
improvements include new catch basins and piping, repairs to an existing outfall, and limited
swale regrading to assist in the conveyance and storage of storm water.
The construction contract for these interim improvements on Middle North Bay Road was
negotiated by the PWD staff and approved by the Special Assistant to the City Manager in the
amount of $123,829 (Attachment A). The project includes $12,383 in contingency, $2,415 in
procurement fees, and $2,000 for testing services. Construction oversight will be provided by
PWD staff, yielding a savings of approximately $7,500. The total capital cost for the interim
project is estimated to be $140,627.
However, any sustainable drainage solutions will need to be reviewed from a regional
perspective, and this can only be achieved once the 2011 Citywide Comprehensive Stormwater
Master Plan is completed. The new Stormwater Master Plan will look at the drainage problems
of the City as a whole and derive sustainable solutions for this entire corridor.
The long -term plan will aim at providing a 5 -year, 24 -hour level of service to the affected area.
This design will take into account the re- establishment of the vertical and cross - sectional profile
of the road to provide proper flow of stormwater. Other proposed improvements that will be
considered include valley gutters, stormwater piping, new stormwater structures, and outfall
upgrades. Preliminary observations also anticipate a partial restoration of the existing base and
course construction of a new road base at locations with severe asphalt cracking to extend the
life of the improvements.
However, any implementation will be subsequent to a re- prioritization of the basins. The re-
prioritization of the basins and subsequent capital funding will be delineated upon completion of
the new Stormwater Master Plan.
CONCLUSION
The Administration recommends that the City Commission adopt this resolution to allow for the
construction of the localized improvements to relieve the flooding in the 4400 block of Middle
North Bay Road.
Attachment:
A: JOC Proposal
JGG /FHB /HDC /FV
T:\AGENDA\2011 \3 -09 -11 \Drainage - Middle North Bay Road memo.doc
444ac k of d A
February 18, 2011 Project File
Job Order Construction Services
Loc # 0151 N Bay Road & 45th Street
347.00.PW.23 -08/09 North Bay Road and 45th Street Drainage Improvements City of
Miami Beach
Project File
North Bay Road and 45th Street Drainage Improvements
Project Number: 347.00.PW.23 -08/09
Master Contract Number: 23 -08/09
Project Coordinator: Fernando Vazquez
February 18, 2011 Page 1 of 1
February 18, 2011 Request for Proposal
Job Order Construction Services
Loc # 0151 N Bay Road & 45th Street
City of
347.00.PW.23 -08/09 North Bay Road and 45th Street Drainage Improvements Miami Beach
Carlos Hernandez
Vice - President
Carivon Construction Company
12171 S.W. 131 Ave
Miami, FL 33186
Dear Carlos Hernandez:
Pursuant to your contract 23 -08/09 dated July 15, 2009, Miami Beach requests that you provide a complete JOC
proposal for the above identified project.
Your proposal must contain at a minimum all drawings as required, a detailed cost proposal, Subcontract and Self
Performance estimate, construction schedule, backup for non - prepriced items and a computer disk supporting your
proposal.
The scope of work detailed on the following page, was discussed at the site during a Joint Scope Meeting held on .
ADDITIONAL REQUIREMENTS
Drawing: Provide certified "As- built" drawings
Material Submittals: Shop drawings shall be submitted to the PWD for approval
Proposed Schedule: 75 Days
Special Instructions: New Storm water system shall be installed with water tight joints to avoid
infiltration and exfiltration. The Contractor will erform either p e an infiltration or
exfiltration test on the lines before final acceptance.
Contractor shall exercise extreme care when working around the existing trees
to ensure they are not damaged during construction.
Contractor shall coordinate with the Public Works Department all work related
to the water main relocation, including shut down, pressure testing,
bacteriological testing, flushing, etc.
All existing features such as utilities, landscaping, sidewalk, etc, shall be
restored to its previous condition by the contractor's prior to final acceptance.
Proposal Due:
Sincerely,
00/
Fernando Vazquez, y Engineer Date
Request for Proposal Page 1 of 1
2/18/2011
February 18, 2011 Detailed Scope of Work al
Job Order Construction Services
Loc # 0151 N Bay Road & 45th Street City of
347.00.PW.23 -08/09 North Bay Road and 45th Street Drainage Improvements Miami Beach
Project Coordinator: Fernando Vazquez
0 Preliminary ri Revised Final
Detailed Scope of Work:
Installation of approximately 202 LF of 24" HDPE storm water line with two new inlets and a conflict manhole
connecting to an existing drainage system and outfall. Swales will be reclaimed to capture storm water run -off
from the roadway. The work will require replacing approximately 18' of 10" TC sanitary sewer with new C900
pipe. Approximately 38 LF of an existing 8" CI wm will be replaced with new polywrapped DIP pipe.
Approximately 14 LF of 6" DIP fire hydrant connection will be relocated to avoid conflicts. Construction shall
be as per plans designed by the Public Work Department and all applicable standards and specifications.
Contract includes a $25,000 allowance for spot repairs on an as needed basis for the existing 21" outfall north
of 45 Street.
Signat ,
• . (''''-` .W11
Fred H. Beckmann, P.E., Public Works Director Date
City of Mi i e h
t///
Fernando Vazquez, ity Engineer Date
City of Mia . ach
OZ / R/2.0 //
C rlos Hernandez, Vice- resident Z
Date
Carivon Construction Company
Detailed Scope of Work 2/18/2011
Page 1 of 1
February 18, 2011 Job Order Approval Summary
Job Order Construction Services
Loc # 0151 N Bay Road & 45th Street
City of
347.00.PW.23 -08/09 North Bay Road and 45th Street Drainage Improvements Miami Beach
Description of Work: Installation of approximately 202 LF of 24" HDPE storm water line with two new
inlets and a conflict manhole connecting to an existing drainage system and outfall.
Swales will be reclaimed to capture storm water run -off from the roadway.
Contract includes a $25,000 allowance for spot repairs on an as needed basis for the
existing 21" outfall north of 45 Street.
(See the Detailed Scope of Work for this project for a comprehensive description of Work requirements)
Contractor: Carivon Construction Company
12171 S.W. 131 Ave
Miami, FL 33186
JOC Master Contract: 23 -08/09 dated July 15, 2009
Contract Amount: $ 123,829.11
Project Coordinator: Fernando Vazquez, City Engineer 305.673.7080 ext. 6399
Department Approval Signatures:
Carlos Hernandez
Vice - President D 2..// 8 ?0//
Carivon Construction Company Contractor Date
, 794 Fernando Vazquez
City Engineer A/101.
JOC Co rdina r Date
Fred H. Beckmann, P.E. C /�
Public Works Director •
irector Date
- 5/ / /ll
Assistant City Manager Date
Purchase Order Number:
Purchase Order Date: PO Pending Approval
Date Initialed by
Procurement
Project Duration: 75 Days
Final Completion:
Liquidated Damages shall be applicable pursuant to Section 2.3 of the JOC Contract.
Job Order Approval Summary Page 1 of 2
2/18/2011
Job Order Approval Summary Continues...
Job Order No: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Copy 1: Project File Copy 2: Gus Lopez, Procurement
Note: Work should not commence until a Purchase Order has been received by the Contractor. The copy of the
Purchase Order provided to the contractor will serve as the Notice to Proceed.
Commencement of work without a Purchase Order will be at the contractor's own risk.
Job Order Approval Summary Page 2 of 2
2/18/2011
Contractor's Price Proposal Summary - CSI Job Order Contract
Print Date: February 18, 2011
Location: N Bay Road & 45th Street
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Contractor: Carivon Construction Company
Proposal Value: $ 123,829.11
Proposal Name: North Bay Road & 45th Street Drainage Improvements
01 - General Requirements: $35,656.75
02 - Site Work: $2,209.35
31 - Earthwork: $21,808.35
32 - Exterior Improvements: $28,254.51
33 - Utilities: $35,900.15
Proposal Total $123,829.11
This proposal total represents the correct total for the proposal. Any discrepancy between line totals,
sub - totals and the proposal total is due to rounding of the line totals and sub - totals.
Proposal Checklist
n Detailed Cost Proposal n Non - Prepriced Backup n Computer Disk/Electronically n Drawings /Submittals
n Construction Schedule - Subcontract Plan /Self Performance
A / - 410 / & 3/ ' /f/22 //
Ca os Hernandez
Vice - President
JOC Job Order Package - 347.00. PW.23 -08/09
Contractor's Price Proposal Summary - CSI 2/18/2011
Page 1 of 1
Contractor's Price Proposal Detail - CSI Job Order Contract
Print Date: February 18, 2011
Location: N Bay Road & 45th Street
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Contractor: Carivon Construction Company
Proposal Value: $ 123,829.11
Proposal Name: North Bay Road & 45th Street Drainage Improvements
Record CSI Number Modifier UOM Description Line Total
[01 - General Requirements
1 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for the $25,000.00
actual cost of all permits, without mark -up, for which a receipt or bill is
received. The Adjustment Factor applied to Reimbursable Fees will be
1.0000. The labor cost involved in obtaining all permits is in the Adjustment
Factor. The base cost of the Reimbursable Fee is $100.00. The quantity
used will adjust the base cost to the actual Reimbursable Fee (e.g. quantity
of 1.25 = $125.00 Reimbursable Fee). If there are multiple Reimbursable
Fees, each one shall be listed separately with a comment in the "note" block
to identify the Reimbursable Fees (e.g. sidewalk closure, road cut, building
permit, builder's risk insurance, extended warrantee, etc.). A copy of each
receipt shall be included with the Proposal.
Quantity Unit Price Factor Total
Installation 250.00 x $100.00 x 1.0000 = $25,000.00
Allowance Cost for Outfall on North Bay Road & 45 Street.
2 01 22 23 00 0382 WK 8' x 14' Trench Box, Including Spreaders Up To 48" $1,386.89
Quantity Unit Price Factor Total
Installation 3.00 x $449.40 x 1.0287 = $1,386.89
3 01 55 26 00 0031 MON Type II Barricade, Up To 3' Wide With Two Reflective Rails Each Side $4,530.39
Quantity Unit Price Factor Total
Installation 240.00 x $18.35 x 1.0287 = $4,530.39
4 01 55 26 00 0081 MON Trailer Mounted Arrow Board $1,980.49
Quantity Unit Price Factor Total
Installation 2.00 x $962.62 x 1.0287 = $1,980.49
5 01 74 19 00 0027 CYM Hauling On Paved Roads, First 15 Miles000 $1,377.64
Quantity Unit Price Factor Total
Installation 2,480.00 x $0.54 x 1.0287 = $1,377.64
6 01 74 19 00 0028 CYM Hauling On Paved Roads, Miles Over Initial 15 Miles $1,381.34
Quantity Unit Price Factor Total
Installation 3,730.00 x $0.36 x 1.0287 = $1,381.34
Subtotal for 01 - General Requirements: $35,656.75
[02 - Site Work
II
7 02 41 13 13 0023 SY Break -Up And Remove >3" To 6" Thick Concrete, Without Reinforcing $268.16
Quantity Unit Price Factor Total
Installation 28.00 x $9.31 x 1.0287 = $268.16
8 02 41 19 13 0036 CF Brick Removal $214.30
Quantity Unit Price Factor Total
Installation 48.00 x $4.34 x 1.0287 = $214.30
9 02 41 19 13 0036 0056 For Cleaning and Storage For Reuse, Add $160.97
Quantity Unit Price Factor Total
Installation 48.00 x $3.26 x 1.0287 = $160.97
I JOC Job Order Package - 347.00.PW.23 -Q8/09
Contractor's Price Proposal Detail - CSI 2/18/2011
Page 1 of 6
•
Contractor's Price Proposal Detail - CSI Continues...
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Record CSI Number Modifier UOM Description Line Total
[02 - Site Work
II
10 02 41 19 13 0083 LF Saw Cut In Streets, Concrete And Asphalt Up To 4" (10 cm) Depth $527.11
Quantity Unit Price Factor Total
Installation 420.00 x $1.22 x 1.0287 = $527.11
11 02 41 19 13 0121 EA Drill 18" (46 cm) Diameter Core In 8" (20 cm) Concrete $680.42
Quantity Unit Price Factor Total
Installation 3.00 x $220.48 x 1.0287 = $680.42
12 02 41 19 13 0255 EA Core Drill Minimum ChargeNote: For projects where the total core drilling $358.39
charge is less than the minimum charge, use task "Minimum Charge For
Core Drilling" exclusively. Task "Minimum Charge For Core Drilling" should
not be used in conjunction with any other tasks in this section. Does not
apply to sections "Drilling In Concrete Per Inch Of Depth" or "Drilling In Brick
Or Block Per Inch Of Depth ".
Quantity Unit Price Factor Total
Installation 1.00 x $348.39 x 1.0287 = ' $358.39
Subtotal for 02 - Site Work: $2,209.35
131 - Earthwork
II
13 31 05 16 00 0007 TON #57 Stone Aggregate Fill (#4 To 1") $10,017.07
Quantity Unit Price Factor Total
Installation 340.00 x $28.64 x 1.0287 = $10,017.07
14 31 05 16 00 0023 TON Beach Sand $5,138.56
Quantity Unit Price Factor Total
Installation 160.00 x $31.22 x 1.0287 = $5,138.56
15 31 05 26 00 0005 EA Towed Scraper Or Asphalt Paver Delivery/Mob /DemobNote: Use for towed $755.38
scraper, asphalt paver or similar sized equipment. Includes delivery fee,
delivery, set -up and return.
Quantity Unit Price Factor Total
Installation 1.00 x $734.31 x 1.0287 = $755.38
16 31 25 13 00 0011 SY S150 BN Double Net Erosion Control Blanket,Note: Straw matrix with $176.94
biodegradable thread to a double natural fiber netting as manufactured by
North American Green.
Quantity Unit Price Factor Total
Installation 80.00 x $2.15 x 1.0287 = $176.94
17 31 32 13 19 0010 SY 8" Thick Lime Stabilized Subgrade (20 cm) Thick, 33# (15 kg) /SY $5,720.40
Quantity Unit Price Factor Total
Installation 840.00 x $6.62 x 1.0287 = $5,720.39
Subtotal for 31 - Earthwork: $21,808.35
[32 - Exterior Improvements
18 32 01 16 71 0003 SY Production Cold Milling Of Asphalt Up To 3" Depth $1,805.99
Quantity Unit Price Factor Total
Installation 840.00 x $2.09 x 1.0287 = $1,805.99
19 32 11 16 00 0010 SY 9" (23 cm) Crushed Aggregate Base Course $10,464.35
Quantity Unit Price Factor Total
Installation 840.00 x $12.11 x 1.0287 = $10,464.35
JOC Job Order Package - 347.00.PW.23 -08/09
Contractor's Price Proposal Detail - CSI 2/18/2011
Page 2 of 6
I
Contractor's Price Proposal Detail - CSI Continues...
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Record CSI Number Modifier UOM Description Line Total
132 - Exterior Improvements
II
20 32 12 16 13 0035 SY 1" Thick Traffic C, S -I And S -III $5,435.24
Quantity Unit Price Factor Total
Installation 840.00 x $6.29 x 1.0287 = $5,435.24
21 32 13 13 00 0023 SF 4" (10 cm) Cast In Place Concrete Sidewalk With Fiber Mesh $878.92
Quantity Unit Price Factor Total
Installation 240.00 x $3.56 x 1.0287 = $878.92
22 32 13 13 00 0025 SF 6" (15 cm) Cast In Place Concrete Sidewalk With Fiber Mesh $1,345.13
Quantity Unit Price Factor Total
Installation 280.00 x $4.67 x 1.0287 = $1,345.13
23 32 14 19 00 0010 SF 4 "x8 "x2 -1/4" Brick Paver, Laid Flat $5,495.73
Quantity Unit Price Factor Total
Installation 480.00 x $9.79 x 1.0287 = $4,834.07
Demolition 480.00 x $1.34 x 1.0287 = $661.66
24 32 17 23 13 0003 LF 4" (10 cm) Wide Thermoplastic Pavement Striping $118.51
Quantity Unit Price Factor Total
Installation 120.00 x $0.96 x 1.0287 = $118.51
25 32 17 23 13 0006 LF 12" (31 cm) Wide Thermoplastic Pavement Striping $55.96
Quantity Unit Price Factor Total
Installation 20.00 x $2.72 x 1.0287 = $55.96
26 32 91 13 29 0013 SY Furnish And Place Imported Topsoil, 4" Deep $1,053.72
Quantity Unit Price Factor Total
Installation 388.00 x $2.64 x 1.0287 = $1,053.72
27 32 92 23 00 0013 MSF St. Augustine Fioratam Sod, 4,000 - 8,000 SF, On Level Ground $1,600.96
Quantity Unit Price Factor Total
Installation 3.58 x $434.72 x 1.0287 = $1,600.96
Subtotal for 32 - Exterior Improvements: $28,254.51
[33 - Utilities
II
28 33 01 30 51 0042 EA Clean Out Catch Basin By Hand $351.10
Quantity Unit Price Factor Total
Installation 2.00 x $170.65 x 1.0287 = $351.10
29 33 01 30 51 0044 EA Initial Set Up For VAC -CON Per Catch Basin $258.04
Quantity Unit Price Factor Total
Installation 1.00 x $250.84 x 1.0287 = $258.04
30 33 01 30 51 0047 EA VAC -CON Per Catch Basin $688.10
Quantity Unit Price Factor Total
Installation 2.00 x $334.45 x 1.0287 = $688.10
31 33 11 13 00 0005 LF 6" (15 cm) Diameter Mechanical Joint, Ductile Iron Pipe $388.56
Quantity Unit Price Factor Total
Installation 14.00 x $22.30 x 1.0287 = $321.16
Demolition 14.00 x $4.68 x 1.0287 = $67.40
32 33 11 13 00 0005 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $26.36
Quantity Unit Price Factor Total
Installation 14.00 x $1.83 x 1.0287 = $26.36
I JOC Job Order Package - 347.00. PW.23 -08/09
Contractor's Price Proposal Detail - CSI 2/18/2011
Page3of6
E
Contractor's Price Proposal Detail - CSI Continues...
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Record CSI Number Modifier UOM Description Line Total
[33 - Utilities
II
33 33 11 13 00 0005 0017 For Class 51, Add $19.30
Quantity Unit Price Factor Total
Installation 14.00 x $1.34 x 1.0287 = $19.30
34 33 11 13 00 0006 LF 8" (20 cm) Diameter Mechanical Joint, Ductile Iron Pipe $1,262.24
Quantity Unit Price Factor Total
Installation 38.00 x $27.19 x 1.0287 = $1,062.87
Demolition 38.00 x $5.10 x 1.0287 = $199.36
35 33 11 13 00 0006 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $91.47
Quantity Unit Price Factor Total
Installation 38.00 x $2.34 x 1.0287 = $91.47
36 33 11 13 00 0037 EA 6" (15 cm) Diameter Mechanical Joint, 45 Degree Ductile Iron Elbow $1,184.12
Quantity Unit Price Factor Total
Installation 4.00 x $287.77 x 1.0287 = $1,184.12
37 33 11 13 00 0037 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $123.77
Quantity Unit Price Factor Total
Installation 4.00 x $30.08 x 1.0287 = $123.77
38 33 11 13 00 0038 EA 8" (20 cm) Diameter Mechanical Joint, 45 Degree Ductile Iron Elbow $3,249.95
Quantity Unit Price Factor Total
Installation 8.00 x $394.91 x 1.0287 = $3,249.95
39 33 11 13 00 0038 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $346.47
Quantity Unit Price Factor Total
Installation 8.00 x $42.10 x 1.0287 = $346.47
40 33 11 13 00 0367 EA 6" Diameter Mega Lugs Mechanical Joint Ductile Iron (Joint $368.15
Reinforcement/Restraint)
Quantity Unit Price Factor Total
Installation 4.00 x $89.47 x 1.0287 = $368.15
41 33 11 13 00 0367 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $17.53
Quantity Unit Price Factor Total
Installation 4.00 x $4.26 x 1.0287 = $17.53
42 33 11 13 00 0368 EA 8" Diameter Mega Lugs Mechanical Joint Ductile Iron (Joint $968.05
Reinforcement /Restraint)
Quantity Unit Price Factor Total
Installation 8.00 x $117.63 x 1.0287 = $968.05
43 33 11 13 00 0368 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $53.99
Quantity Unit Price Factor Total
Installation 8.00 x $6.56 x 1.0287 = $53.99
44 33 11 13 00 0384 EA 8" (20 cm) Diameter Mechanical Joint Ductile Iron Cap $304.02
Quantity Unit Price Factor Total
Installation 1.00 x $242.08 x 1.0287 = $249.03
Demolition 1.00 x $53.46 x 1.0287 = $54.99
45 33 11 13 00 0384 0016 For 10 Mils Polyethylene Encasement, AWWA C105, Add $19.88
Quantity Unit Price Factor Total
Installation 1.00 x $19.33 x 1.0287 = $19.88
I JOC Job Order Package - 347.00.PW.23 -08/09
I
Contractor's Price Proposal Detail - CSI 2/18/2011
Page 4 of 6
Contractor's Price Proposal Detail - CSI Continues...
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
Record CSI Number Modifier UOM Description Line Total
[33 - Utilities 1
46 33 39 13 00 0061 EA 3' (.91 cm) Diameter x 8" (20 cm) Thick Precast Manhole Top Slab $218.05
Quantity Unit Price Factor Total
Installation 1.00 x $211.97 x 1.0287 = $218.05
47 33 39 13 00 0063 EA 4' (1.2 m) Diameter x 8" (20 cm) Thick Precast Manhole Top Slab $314.58
Quantity Unit Price Factor Total
Installation 1.00 x $305.80 x 1.0287 = $314.58
48 33 39 13 00 0065 EA 6' (1.8 m) Diameter x 8" (20 cm) Thick Precast Manhole Top Slab $427.86
Excludes Quantity Unit Price Factor Total
Labor Installation 1.00 x $415.92 x 1.0287 = $427.86
49 33 44 13 13 0009 EA 3' x 3' x 6' Deep Cast In Place Grate Inlet, 4" Thick Wall, Storm Drainage $2,090.57
Quantity Unit Price Factor Total
Installation 1.00 x $1,611.64 x 1.0287 = $1,657.89
Demolition 2.00 x $210.30 x 1.0287 = $432.67
50 33 44 13 13 0038 EA 5' Diameter x 8' Deep, FDOT Type J Structure Bottom $2,388.86
Quantity Unit Price Factor Total
Installation 1.00 x $2,322.21 x 1.0287 = $2,388.86
51 33 44 13 13 0039 EA 6' Diameter x 8' Deep, FDOT Type J Structure Bottom $2,733.75
Quantity Unit Price Factor Total
Installation 1.00 x $2,657.48 x 1.0287 = $2,733.75
52 33 44 13 13 0169 EA 32" Diameter Cast Iron Catch Basin Frame And Cover $953.34
Quantity Unit Price Factor Total
Installation 1.00 x $871.57 x 1.0287 = $896.58
Demolition 1.00 x $55.17 x 1.0287 = $56.75
53 33 44 13 13 0176 EA 25 "x 35" Cast Iron Catch Basin Frame & Cover $2,757.53
Quantity Unit Price Factor Total
Installation 2.00 x $1,281.73 x 1.0287 = $2,637.03
Demolition 2.00 x $58.57 x 1.0287 = $120.50
54 33 51 13 00 0011 LF 16" (41 cm) HDPE Pipe, DR 21, Butt Fusion Joints $1,362.87
Quantity Unit Price Factor Total
Installation 45.00 x $27.54 x 1.0287 = $1,274.87
Demolition 29.00 x $2.95 x 1.0287 = $88.01
55 33 51 13 00 0014 LF 24" (61 cm) HDPE Pipe, DR 21, Butt Fusion Joints $11,123.39
Quantity Unit Price Factor Total
Installation 202.00 x $53.53 x 1.0287 = $11,123.39
56 33 51 13 00 0014 0035 For DR 17, Add $1,808.25
Quantity Unit Price Factor Total
Installation 188.00 x $9.35 x 1.0287 = $1,808.25
Subtotal for 33 - Utilities: $35,900.15
Proposal Total $123,829.11
I JOC Job Order Package - 347.00.PW.23 -08/09
Contractor's Price Proposal Detail - CSI 2/18/2011
Page 5 of 6
Contractor's Price Proposal Detail - CSI Continues...
Job Order: 347.00.PW.23 -08/09
Job Order Title: North Bay Road and 45th Street Drainage Improvements
This proposal total represents the correct total for the proposal. Any discrepancy between line totals,
sub - totals and the proposal total is due to rounding of the line totals and sub - totals.
The Percentage of NPP on this Proposal: 0.00%
JOC Job Order Package - 347.00.PW.23 -08/09
Contractor's Price Proposal Detail - CSI 2/18/2011
Page 6 of 6