2016-29374 Reso RESOLUTION NO. 2016-29374
A RESOLUTION ACCEPTING THE RECOMMENDATION OF
THE CITY MANAGER AND AUTHORIZING THE CITY
MANAGER TO EXECUTE A WORK ORDER WITH METRO
EXPRESS INC., FOR THE RENOVATION OF TWO (2)
SURFACE LOTS P59 AND P91 UTILIZING THE
COMPETITIVELY BID NATIONAL JOINT POWERS ALLIANCE
(NJPA) COOPERATIVE CONTRACT, IN THE NOT TO EXCEED
AMOUNT OF $1,515,960, PLUS TEN PERCENT OWNER'S
CONTINGENCY IN THE AMOUNT OF $151,596, FOR A TOTAL
AMOUNT OF $1,667,556; A COPY OF THE NJPA CONTRACT
IS ATTACHED HERETO AS EXHIBIT 1; WHICH NJPA
CONTRACT SHALL PARTIALLY UTILIZE PREVIOUSLY
APPROPRIATED FUNDS AND FUNDING FROM THE
PROPOSED 4TH AMENDMENT TO THE FY 15/16 CAPITAL
BUDGET SCHEDULED FOR THE APRIL 13, 2016 CITY
COMMISSION MEETING.
WHEREAS, parking Lot P59 is located at 4001 Prairie Avenue and P91 is
located at 501 72 Street and the existing lots are in poor condition and in critical need of
reconstruction and renovation; and
WHEREAS, on July 29, 2015, the City engaged the services of. Biscayne
Engineering Company Inc., for the Design and Construction Administration services; and
WHEREAS, the design includes storm drainage, paving, grading, landscaping,
irrigation, and lighting in accordance with current City code as well as compliance with
ADA requirements; and
WHEREAS, in the interest of time, the need for the surface parking lots facilities
and in order to comply with the Parking Department's request to renovate during the off-
peak season, May through September, the City has chosen to expedite this project and
utilize the Indefinite Quantity Contract (IQC) process; and
WHEREAS, the IQC process, which is used extensively by local, state and
federal governmental agencies throughout the United States, expedites the delivery of
construction projects and as a governmental agency member, the City is authorized to.
utilize the IQC contract for construction services competitively awarded by the National
Joint Powers Alliance (NJPA) to the Gordian Group, the Managers of IQC; and
WHEREAS, through the NJPA process, Metro Express, Inc. was identified as the
Contractor that has the qualifications and experience in performing the identified scope;
and
WHEREAS, on February 12, 2016, the City and the Gordian Group met with the
contractor to review the scope for the project; and
WHEREAS, on April 5, 2016 the Contractor submitted a revised bid proposal in
the amount of$1,515,960 for the renovation of the two surface lots; and
WHEREAS, the IQC proposal received exceeds the $250,000 threshold limit
approved by the City Commission for projects through the NJPA IQC contract award and
accordingly, approval is required from the City Commission in order to move forward and
in an effort to meet the proposed completion goal of October 2016, to coincide with the
peak season usage of the surface parking lots; and
WHEREAS, the total contract amount to be approved is $1,515,960, plus
owner's contingency in the amount of$151,596, for a total of$1,667,556; and
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 accept the recommendation of the City Manager and authorize the City
Manager to execute a work order with Metro Express Inc., for the renovation of two (2)
surface lots P59 and P91 utilizing the competitively bid National Joint Powers Alliance
(NJPA) cooperative contract, in the not to exceed amount of $1,515,960, plus ten
percent owner's contingency in the amount of $151,596, for a total amount of
$1,667,556; a copy of the NJPA contract is attached hereto as Exhibit 1; which
NJPA contract shall partially utilizing previously appropriated funds and funding from the
proposed 4th Amendment to the FY 15/16 Capital Budget scheduled for the April 13,
2016 City Commission meeting.
PASSED and ADOPTED this /3 day of April , 2016.
/7-
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/7/7/
PHILIP LEViNF-" AYOR
ATTE /
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RA AEL E. GRANAD', CI�:, ! '=R .,Q �4ti
��••'.. 4', APPROVED AS TO
•':� FORM & LANGUAGE
�� �� • � &FrXEUTION
t* •.INCORP ORATED - 6 -
7
.-- 4.0 _, , u
'/ City Attorney Dote
Work Order Signature Document THE GORDIAN GROUP
NJPA EZIQC Contract No.: FL-MDCAU06-052014-MEI
X New Work Order Modify an Existing Work Order
Work Order Number.: 038800.00 Work Order Date: 04/05/2016
Work Order Title: Parking Lot Re-developement P59&P91
Owner Name: City of Miami Beach Contractor Name: Metro Express Inc.
Contact: Olga Sanchez Contact: Delio Trasobares
Phone: 305.673.7000 x 2567 Phone:
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of NJPA
EZIQC Contract No FL-MDCAU06-052014-MEI.
Brief Work Order Description:
Site Address 1:4001 Prairie Ave(P59)Miami Beach FL 33140 Site Address 2: 501 72 Street(P9 1)Miami Beach FL
33141 The scope of the work is the renovation of Surface Lots P59&P91 ,to include improvements to drainage,
paving,grading, paving markings, landscaping, irrigation, lighting and ADA compliance.These types of projects
sometimes decrease the number of spaces in order to be compliant with the ADA code requirements.The redesign will
improve the landscaped areas, provide more shade,and will also make the uses compliant with Planning and Zoning
regulations.Additionally,this work includes improvements to the storm water sys tem by adding green areas to treat
the runoff before entering into the City system. Finally,the surface elevations are being raised to a minimum 2.7' NAVD
at the storm water catch basin structures to combat future sea level rise.
Time of Performance Estimated Start Date:
Estimated Completetion Date:
Liquidated Damages Will apply: Will not apply: X
Work Order Firm Fixed Price:$1,515,960.12
Owner Purchase Order Number:
Approvals
Jimmy L. Morales, City Manager Date Contractor Date
APPROVED AS TO
FORM & LANGUAGE •
& FOq EX CUTION Date
I David Martinez, P.E., CIP Director
4 -
City Attorney Dote
Work Order Signature Document Page 1 of 1
4/5/2016
SIQC
THE GORDIAN GROUP
Detailed Scope of Work
To: Delio Trasobares From: Olga Sanchez
Metro Express Inc. City of Miami Beach
9442 NW 109th Street 1700 Convention Center Drive
Medley, FL 33178 Miami Beach, FL 33139
No Data Input 305.673.7000 x 2567
Date Printed: April 05,2016
Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91
Brief Scope: Site Address 1:4001 Prairie Ave(P59)Miami Beach FL 33140 Site Address 2: 501
72 Street(P9 1)Miami Beach FL.33141 The scope of the work is the renovation of
Surface Lots P59&P91 ,to include improvements to drainage, paving,grading,
paving markings, landscaping, irrigation,lighting and ADA compliance.These types
of projects sometimes decrease the number of spaces in order to be compliant with
the ADA code requirements.The redesign will improve the landscaped areas, provide
more shade, and will also make the uses compliant with Planning and Zoning
regulations.Additionally,this work includes improvements to the storm water sys
tern by adding green areas to treat the runoff before entering into the City system.
Finally,the surface elevations are being raised to a minimum 2.7' NAVD at the storm
water catch basin structures to combat future sea level rise.
Preliminary Revised X Final
The-following items detail the scope of work as discussed at the site.All requirements necessary to accomplish the items
set forth below shall be considered part of this scope of work.
The scope of the work is the renovation of Surface Lots P59 and P91,to include improvements to drainage,paving,
grading, paving markings, landscaping, irrigation, lighting and ADA compliance. Scope is based on site visit, CIP
meetings, and Plans provided by Biscayne Engineering. Below please find the plans index.C-0.0, C-0.1, S-1.0, S-3.0,
C-1.1, C-1.2, C-1.3, C-1.4,C-3.1, C-3.2, C-3.3, C-3.4, C-4.1, C-4.2, C-4.3, C-5.1, C-5.3, C-5.4, C-5.5, E-0.1, E-1.1, E-1.2,
E-3.1, E-3.2, E-4.1, E-5.1, LA-1.1, LA-1.2, LA-1.3, LA-1.4, LA-3.1,LA-3.2, LA-3.3, LA-3.4, I R-1.1, I R-3.1
Subject to the terms and conditions of JOC Contract FL-MDCAU06-052014-MEI.
APPROVED AS TO
FORM & LANGUAGE
& E1CUTION
Contractor Date
S 4 -
' City Attorney / Dote
Jimmy L. Morales, City Manager
Date
David Martinez, P.E.,CIP Director Date
Page 1 of 1
Scope of Work
4/5/2016
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Contractor's Price Proposal -Summary
Date: April 05,2016
Re IQC Master Contract#: FL-MDCAU06-052014-MEI
iWork Order#: 038800.00
Owner PO#:
Title: Parking Lot Re-developement P59&P91
Contractor: Metro Express Inc.
Proposal Value: $1,515,960.12
Bond $20,000.00
P59 $724,352.15
P91 : $771,607.97
Proposal Total
$1,515,960.12
Thisl,total represents the correct total for the proposal. Any discrepancy between line totals,
subtotals and the proposal total is due to rounding.
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The Percentage of NPP on this Proposal: 22.08%
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Contractor's Price Proposal - Detail
Date: April 05,2016
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Re IQC Master Contract#: FL-MDCAU06-052014-MEI
Work Order#: 038800.00
Owner PO#:
Title: Parking Lot Re-developement P59&P91
Contractor: Metro Express Inc.
Proposal Value: $1,515,960.12
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!I Sect Item Mod. UOM Description Line Total
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Labori; Equip. Material (Excludes)
Bond
I 01 22 16 00 0002 EA Reimbursable FeesReimbursable fees will be paid to the contractor for the $20,000.00
actual cost,without mark-up,for which a receipt or bill is received.The
Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor •
cost involved in obtaining all permits is in the Adjustment Factor.The base
cost of the Reimbursable Fee is$1.00.The quantity used will adjust the base
cost to the actual Reimbursable Fee(e.g.quantity of 125=$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,various permits,
it extended warrantee,expedited shipping costs,etc.).A copy of each receipt
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shall be included with the Proposal.
Quantity Unit Price Factor Total
Installation 20,000:00 x 1.00 x 1.0000 = 20,000.00
Bonding not more than 2%of the total cost of construction
Subtotal for Bond $20,000.00
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P59
2 01 22 16 00 0002 EA Reimbursable FeesReimbursable fees will be paid to the contractor for the $10,750.00
actual cost,without mark-up,for which a receipt or bill is received.The
• Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor
cost involved in obtaining all permits is in the Adjustment Factor.The base
cost of the Reimbursable Fee is$1.00.The quantity used will adjust the base
cost to the actual Reimbursable Fee(e.g.quantity of 125=$125.00
,j 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,various permits,
extended warrantee,expedited shipping costs,etc.).A copy of each receipt
shall be included with the Proposal.
Quantity Unit Price Factor Total
'i Installation 10,000.00 x 1.00 x 1.0750 = 10,750.00
3 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $2,264.03
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 80.00 x 25.89 x 1.0931 = 2,264.03
This is for 2 laborers for 1 week
4•, 01 22 23 00 0236 EA Remove And Reset Trench Plate $191.75
Quantity Unit Price Factor Total
Installation = 191.75
14.00 x 12.53 x 1.0931
5 01 22 23 00 0238 WK 1-1/4"x 8'x 10'Steel Plate $487.76
Quantity Unit Price Factor Total
Installation 6.00 x 74.37 x 1.0931 = 487.76
3 per week
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Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91
P59
6 01 22 23 00 0395 WK 1-3/4 CY,30"Bucket,18'-0"Deep,112 HP,Loader-Backhoe With Full-Time $3,439.34
Operator
: Quantity Unit Price Factor Total
;I Installation 1.00 x 3,146.41 x 1.0931 = 3,439.34
Mic.
7;. 01 22 23 00 0480 MO 6'x 16'Trench Box With Up To 48"Spreaders $3,864.82
.I Quantity Unit Price Factor Total
Installation 3.00 x 1,178.55 x 1.0931 = 3,864.82
3 per parking lot
8!' j 01 22 23 00 1207 WK 5,000 Gallon Vacuum Truck With Full-Time Truck Driver $9,070.30
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Quantity Unit Price Factor Total
Installation = 9,070.30
1 2.00 x 4,148.89 x 1.0931
This is for vcuum truck to pull out of open trench and dump in to another open trench to avoid having to pull a
dewatering permit and help speed up installation •
01 22 23 00 1215 MO 3,700 To 4,000 Gallon Water Truck With Full-Time Operator $25,995.65
Quantity Unit Price Factor Total
Installation 2 00 x 11,890.79 x 1.0931 25,995.65
i Will be used for dust control as needed
10. 01 56 26 00 0035 EA 12'Wide,6'High,Temporary Chain Link Fence Gate,Up To 6 Months $859.79
• Quantity Unit Price Factor Total
Installation 4.00 x 196.64 x 1.0931 = 859.79
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11 I, 01 56 26 00 0063 EA 10'Wide,6'High,Temporary Chain Link Fence Gate,>6 To 12 Months $18,169.11
Quantity Unit Price Factor Total
Installation 92.00 x 180.67 x 1.0931 18,169.11
12'� 01 56 26 00 0063 0090 MOD For Shade Cloth,Add $3,165.79
Quantity Unit Price Factor Total
Installation 92 00 x 31.48 x 1.0931 = 3,165.79
13 01 56 33 00 0004 LF Temporary Safety Fence,Plastic Mesh,48"High With Posts At 8'On Center $1,967.58
Quantity Unit Price Factor Total
Installation 1,200.00 x 1.50 x 1.0931 = 1,967.58
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14'I 01 58 13 00 0008 EA >24 To 32 SF,One Or Two Color Design,Engineer Grade,Reflectorized,MDO $280.23
Plywood Sign
'i Quantity Unit Price Factor _ Total
Installation
1.00 x 256.36 x 1.0931 280.23
Construction Sign
15 01 71 13 00 0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Rollback $1,320.38
1 Flatbed Trucklncludes delivery of equipment,off loading on site,rigging,
dismantling,loading and transporting away.For equipment such as trenchers,
skid-steer loaders(bobcats),industrial warehouse forklifts,sweepers,
' scissor platform lifts,telescoping and articulating boom manlifts with up to 40'
boom lengths,etc.
i� Quantity Unit Price Factor Total
Installation 6.00 x 201.32 x 1.0931 = 1,320.38
16 01 71 13 00 0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Rollback $440.13
; Flatbed Trucklncludes delivery of equipment,off loading on site,rigging,
dismantling,loading and transporting away.For equipment such as trenchers,
skid-steer loaders(bobcats),industrial warehouse forklifts,sweepers;
scissor platform lifts,telescoping and articulating boom manlifts with up to 40'
boom lengths,etc.
Quantity Unit Price Factor Total
Installation 2 00 x 201.32 x 1.0931 = 440.13 ,
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4/5/2016
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Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91
P59.
117 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $440.11
I. Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site,
rigging,dismantling,loading and transporting away.For equipment such as
bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders,
. loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers,
bridge finishers,straight mast construction forklifts,telescoping boom rough
terrain construction forklifts,telescoping and articulating boom manlifts with
>40'boom lengths,etc.
'• Quantity Unit Price Factor Total
Installation 1.00 x 402.63 x 1.0931 = 440.11
Delivery of Lighting fixtures to public works
iB: 01 71 23 16 0006 HR 3 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes $8,320.84
surveyor,rodman,chainman,equipment and instruments.
Quantity Unit Price Factor Total
' Installation 35.00 x 217.49 x 1.0931 = 8,320.84
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This incudes all surveying for the duration of the project and signed and sealed As-Builds
19, 01 74 19 00 0016 EA 30 CY Dumpster(4 Ton)"Construction Debris"Includes delivery of dumpster, $674.42
rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material.
Quantity Unit Price Factor Total
Installation 1.00 x 616.98 x 1.0931 = 674.42
20 I 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $678.67
I Quantity Unit Price Factor Total
Installation 47.00 x 13.21 x 1.0931 = 678.67
21 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $6,440.17
• Quantity Unit Price Factor Total
Installation 446.00 x 13.21 x 1.0931 = 6,440.17
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', 180X4X13=346cy+20cyX4=80cy for structures+122cy for solid pipe and lime tocj installaion areas
- 22, 01 74 19 00 0033 CY Asphalt,Concrete,Gravel And Subgrade Material,Landfill Dump Fee $10,058.85
Quantity Unit Price Factor Total
Installation 329.00 x 27.97 x 1.0931 = 10,058.85
Alley mill-35cy
Asphalt Parking Lot-187cy
Valley 8cy •
F Curb-58cy
Concrete-41 cy .
23 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $3,541.64
Quantity Unit Price Factor Total
, Installation 6,480.00 x 0.50 x 1.0931 = 3,541.64
432X15=6480cym This is for excavated dirt only
24; 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $1,399.17
Quantity Unit Price Factor Total .
Installation 2,560.00 x 0.50 x 1.0931 = 1,399.17
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Asphalt Alley way=35cyX15=525cym
Asphalt parking lot=187cyX15=2805cym
■ Valley=8cyX15=120cym
F-Curb=58cyX15=870cym
•i Concrete=51cyX15=765cym
25 II 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $385.32
Quantity Unit Price Factor Total
Installation 705.00 x 0.50 x 1.0931 = 385.32
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Work Order Number: 038800.00
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Work Order Title: Parking Lot Re-developement P59&P91
P5,,,
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26 02 41 13 13 0019 SY Up To 3"By Machine,Break-up And Remove Bituminous Paving $15,835.51
I"' Quantity Unit Price Factor Total
Installation 2,253.00 x 6.43 x 1.0931 = 15,835.51
338'X60'=20280sf/9=2253sy
27; 02 41 13 13 0019 0015 MOD For>2,500 To 5,000,Deduct -$4,112.80
Quantity Unit Price Factor Total
Installation -4,112.80 x -1.67 x 1.0931 =
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28; 02 41 13 13 0026 SY >3"To 6"By Machine,Break-up And Remove Non Reinforced Concrete $3,171.08
Paving
Quantity Unit Price Factor Total
Installation 300.00 x 9.67 x 1.0931 = 3,171.08
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I'! 540'X5'=2700sf/9=300sy
29' 02 41 13 13 0054 LF Break-Up And Remove Up to 3'Wide Concrete Gutter By Machine $283.92
I ; Quantity Unit Price Factor Total
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Installation 74.00 x 3.51 x 1.0931 = 283.92
30: 02 41 13 13 0054 0057 MOD For>50 To 100,Add $30.13
Quantity Unit Price Factor , Total
Installation 52.00 x 0.53 x 1.0931 = 30.13
31, 02 41 19 13 0057 EA Saw Cut Minimum ChargeFor projects where the total saw cutting charge is $502.82
I ' less than the minimum charge,use this task exclusively.This task should not
be used in conjunction with any other tasks in this section.
Quantity Unit Price Factor Total
=Installation 1.00 x 459.99 x 1.0931 502.82
32;1 02 41 19 13 0318 EA Core Drill Minimum ChargeFor projects where the total core drilling charge is $347.41
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".
' I Quantity Unit Price Factor Total
Installation 1.00 x 317.82 x 1.0931 = 347.41
' Core into existing structure
33'i 02 90 20 00 0003 EA Remove And Haul Stump>24 To 48 Inches $6,731.66
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Quantity Unit Price Factor Total
II Installation 14:00 x 439.88 x 1.0931 = 6,731.66
34 02 90 20 00 0006 EA 13"-24"DBH Tree Removal and Place on Right-of-Way $2,313.87
Quantity Unit Price Factor Total
Installation 14.00 x 151.20 x 1.0931 = 2,313.87
35 10 14 53 00 0038 EA 30"x 42"Aluminum Engineer Grade Traffic Sign • $352.23
Quantity Unit Price Factor Total
Installation 3:00 x 107.41 x 1.0931 = 352.23
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Handicap Sign
3e 10 14 53 00 0051 EA 48"x 54"Aluminum Engineer Grade Traffic Sign $472.63
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!: Quantity Unit Price Factor Total
Installation 2 00 x 216.19 x 1.0931 = 472.63
I•ii Stop Sign
37'I 10 14 53 00 0259 EA >10 To 20 SF Sign Area,Sign Removal $2,475.41
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Quantity Unit Price Factor Total
Installation 18.00 x 125.81 x 1.0931 2,475.41
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Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91
P59:1
. 38 i 11 68 13 00 0457 LF TuffTurf Geotextile Fabric,(12 1/2'Wide Roll),Order an Additional 20%for $2,724.99
Overlap/Waste,per LF(Landscape Structures®109694A)
Quantity Unit Price Factor Total
Installation 514.00 x 4.85 x 1.0931 2,724.99
I Silva Cell
39 1 11 68 13 00 0457 LF TuffTurf Geotextile Fabric,(12 1/2'Wide Roll),Order an Additional 20%for $4,771.38
Overlap/Waste,per LF(Landscape Structures®109694A)
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Quantity Unit Price Factor Total
i Installation 900.00 x 4.85 x 1.0931 = 4,771.38
180712.5=15X50=750X20%(150)=900
40�I 12 93 13 00 0042 EA 3'x 42"High Serpentine Bike Rack,5 Bikes,Powder Coated $899.77
Quantity Unit Price Factor Total
I:I Installation 2.00 x 411.57 x 1.0931 = 899.77
41 22 11 19 00 0063 EA 2"Anti Siphon Pressure Type Vacuum Breaker $390.89
Quantity Unit Price Factor Total
Installation 1.00 x 357.60 x 1.0931 = 390.89 •
■2'1 23 00 00 00 0001 15"to 18"Plug Rental Per Day Per Plug $5,932.92•
! Quantity Unit,Price Factor Total •
NPP Installation 14.00 x 350.00 x 1.2108 = 5,932.92
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. 2 plugs per day for 7 days.This is for plugging existing structure during tie in and infiltration/exfiltration,
1 testing
43 I 23 21 13 23 2018 EA 2"Schedule 40 PVC 90 Degree Elbows $451.52
I! Quantity Unit Price Factor Total
Installation 19.00 x 21.74 x 1.0931 = 451.52
44 1 23 21 13 23 2040 EA 3/4"Schedule 40 PVC Tees $316.65
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l'i Quantity Unit Price Factor Total
Installation 24.00 x 12.07 x 1.0931 = 316.65
45' 23 21 13 23 2041 EA 1"Schedule 40 PVC Tees $211.71
I Quantity Unit Price Factor = Total
f Installation 12.00 x 16.14 x 1.0931 211.71
46 I 23 21 13 23 2431 LF 18"SDR-21 HDPE Pipe $972.86
' Quantity Unit Price Factor Total .
Installation 20.00 x 44.50 x 1.0931 972.86
47' 26 00 .00 00 0002 ea Poulsen Lighting(Poles and Lights)P59 $95,895.36
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r , Quantity Unit Price Factor Total
NPP Installation = 95,895.36
18.00 x 4,400.00 x 1.2108
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freight and taxes
48 I 26 05 19 16 0046 MLF 4/c#14 AWG Cable-XLP(XHHW),600 V Copper,Stranded,Placed In $3,558.01
Conduit
Quantity Unit Price Factor Total
Installation 3:00 x 1,084.99 x 1.0931 = 3,558.01
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49 1 26 05 19 16 0066 MLF 2/c#6 AWG Cable-XLP(XHHW),600 V Copper,Stranded,Placed In Conduit $15,916.67
'I Quantity Unit Price Factor Total
II Installation 6.50 x 2,240.16 x 1.0931 = 15,916.67
561 26 05 26 00 0099 EA 5/8"Diameter x 10'Long Copper-Clad Ground Rods $1,181.34
Quantity Unit Price Factor Total
Installation 56.88 x 1.0931 = 1,181.34 •
19:00
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Contractor's Price Proposal -Detail Continues..
Work Order Number: 038800.00 .
Work Order Title: Parking Lot Re-developement P59&P91
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51,1 26 05 26 00 0179 EA Up To#6 AWG Cadweld Connection For Splice,Lug,Ground Rod,Rebar Or $1,146.65
Structural Steellncludes molds,materials and all necessary tools to make
connections.
Quantity Unit Price Factor Total
'I Installation 19.00 x 55.21 x 1.0931 = 1,146.65
52 I 26 05 26 00 0180 EA #4 To#1 AWG Cadweld Connection For Splice,Lug,Ground Rod,Rebar Or $1,223.91
,I Structural Steellncludes molds,materials and all necessary tools to make
connections.
Quantity •Unit Price Factor Total
! Installation 19.00 x 58.93 x 1.0931 = 1,223.91
531 26 05 33 13 1568 LF 3/4"Schedule 40 PVC Conduit With Glued Couplings $1,685.12
Quantity Unit Price Factor Total
: Installation 940.00 x 1.64 x 1.0931 = 1,685.12
54 I 26 05 33 13 1569 LF 1"Schedule 40 PVC Conduit With Glued Couplings $1,818.04
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Quantity Unit Price Factor Total
1 1" Installation 840.00 x 1.98 x 1.0931 = 1,818.04
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551 26 05 33 13 1570 LF 1-1/4"Schedule 40 PVC Conduit With Glued Couplings $1,749.83
Quantity Unit Price Factor Total
, Installation 690.00 x 2.32 x 1.0931 = 1,749.83
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56 26 05 33 13 1572 LF 2"Schedule 40 PVC Conduit With Glued Couplings $7,345.63
Quantity Unit Price Factor Total
Installation 2,100.00 x 3.20 x 1.0931 7,345.63
57 II 26 09 23 00 0360 EA Line Voltage,Recessed Mount,Combination On/Off And Dimming Control $138.68
Photocell(Sensor Switch RMR PC ADC)
Quantity Unit Price Factor Total
,'.i Installation 1.00 x 126.87 x 1.0931 = 138.68
01, 26 22 13 00 0150 EA 30 kVA,480 Volt Delta 208Y/120 Volt,3 Phase,K-1,NEMA 2 Enclosure,150 $3,336.90
i,I Degree C Temperature Rise,Aluminum Windings,NEMA Premium Efficient Dry
, Type Transformer
Quantity Unit Price Factor Total
Installation 1.00 x 3,052.69 x 1.0931 = 3,336.90
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591 26 56 13 00 0098 EA 13'High Concrete Octagonal Area Light Pole,Pink With Acrylic Coating,Finish $1,295.68
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Design
Quantity Unit Price Factor Total
Installation 1.00 x 1,185.33 x 1.0931 = 1,295.68
60 26 56 13 00 0184 VLF 2'Diameter Concrete Base For Poleslncludes drilling in earth,rebar,bolts, $5,217.04
forms for exposed base,bolts and concrete.
Quantity Unit Price Factor Total
Installation 90.00 x 53.03 x 1.0931 = 5,217.04
Concrete bases 2'wide x5'deep x 18 poles
61:I 26 56 68 00 0003 EA 20'Steel Tapered Pole With Precast Concrete Foundation Sleeve $9,666.13
!j Quantity Unit Price Factor Total
=X Installation 18.00 x 491.27 x 1.0931 9,666.13
i. This is to install Poulsen Lights only.Material was removed .
62 1 26 56 68 00 0003 EA 20'Steel Tapered Pole With Precast Concrete Foundation Sleeve $1,879.56
Quantity Unit Price Factor Total
' Installation = 0.00 •
• 0.00 1,410.78 1.
!' x x 0931 I Demolition 7.00 x 245.64 x 1.0931 = 1,879.56
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Work Order Number: 038800.00 .
Work Order Title: Parking Lot Re-developement P59&P91
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63 j; 31 05 13 00 0006 CY Crushed Lime Rock Maximum 3-1/2" $24,337.26
Quantity Unit Price Factor Total
•• Installation 1,002.00 x 22.22 x 1.0931 = 24,337.26
This item is for lime rock just to raise the parking lots.338'X60'X16"=1002cy
64 31 05 16 00 0007 CY #57 Stone Aggregate Fill(#4 To 1") $17,486.28
'I Quantity Unit Price Factor Total
I'jI Installation 432.00 x 37.03 x 1.0931 = 17,486.28
i 180'X 13'X5=423cy
65 31 11 00 00 0003 ACR Clear And Grub Light Stumps Only Up To 6"Diameter $1,309.05
Quantity Unit Price Factor Total
Installation 1.00 x 1,197.56 x 1.0931 = 1,309.05
i This is to remove all shrubs and small trees in and along parking lot
65 31 11 00 00 0015 CY Machine Loading Of Cleared And Grubbed Material $219.06
I'
Quantity Unit Price Factor Total
Installation 40.00 x 5.01 x 1.0931 = 219.06
.I,
67' 31 13 16 00 0004 LF Tree Trimming,Heavy Cutting>12"To 18"Diameter For Pole Line Construction $3,990.74
Quantity Unit Price Factor Total
Installation 2,745.00 x 1.33 x 1.0931 = 3,990.74
68' 31 23 16 13 0003 CY Over 12"Wide,Excavation for Trenching by Machine in Soil $185.98
is
Quantity Unit Price Factor Total
Installation 47 00 x 3.62 x 1.0931 = 185.98 •
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69 31 23 16 13 0003 0055 MOD For>20 To 50,Add • $92.99
Quantity Unit Price Factor Total
Installation, x 1.81 x 1.0931 = 92.99
70 I,1 31 23 16 13 0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $5,102.79
Quantity Unit Price Factor Total
Installation 726.00 x 6.43 x 1.0931 = 5,102.79
19CY per Box X 4=76cy+130X13X4=250cy solid pipe+180X15X4=400cy Perforated pipe
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71;';! 31 23 16 13 0005 0058 MOD For>1,000,Deduct -$1,531.63
I Quantity Unit Price Factor Total
Installation -1,531.63 x -1.93 x 1.0931 =
i �
72 31 23 16 13 0010 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $2,064.12
Materials by Machine
Quantity Unit Price Factor Total
II Installation 1.1 24.,00 x 1.68 x 1.0931 = 2,064.12
73 31 23 16 13 0010 0063 MOD For>1,000,Deduct -$614.32
Quantity Unit Price Factor Total
Installation = -614.32
E 1, 124.00 x -0.50 x 1.0931
7,4 iI 31 23 16 13 0013 CY Compaction of Fill or Subbase for Trenches by Vibratory Plate,Air Tamper, $2,887.31
Etcetera
, Quantity Unit Price Factor Total
=
Installation 1,124.00 x 2.35 x 1.0931 2,887.31
75 11 31 23 16 13 0013 0068 MOD For>1,000,Deduct -$876.22
' Quantity Unit Price Factor Total
II Installation 1,129.00 x -0.71 x 1.0931 = -876.22
76 ii 31 23 16 13 0031 LF 4"Wide,24"Deep Trench,Medium Soil,Chain Trencher $1,646.97
Quantity Unit Price Factor Total
Installation 2,470.00 x 0.61 x 1.0931 = 1,646.97
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Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91 •
P59 I�
77 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $4,063.51
by Vibratory Plate,Air Tamper,Etcetera
! Quantity Unit Price Factor Total
Installation = 4,063.51
1,002.00 x 3.71 x 1.0931
78 ij 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $190.60
1 by Vibratory Plate,Air Tamper,Etcetera
.1 Quantity Unit Price Factor Total
! Installation = 190.60
1 47.00 x 3.71 x 1.0931
Silva Cell
79 31 23 16 36 0021 0020 MOD For>20 To 50,Add $142.82
Quantity Unit Price Factor Total
! Installation = 142.82
I 47:00 x 2.78 x 1.0931
80;1 31 24 13 00 0015 CY Spread And Shape Imported Or Stockpiled Material For Roadways,Parking $250.41
Areas,Landscaping and Embankments
• ! Quantity Unit Price Factor Total
i
Installation 69.00 x 3.32 x 1.0931 = 250.41
81! 31 24 13 00 0015 0042 MOD For>50 To 250,Add $100.31
Quantity Unit Price Factor Total
! Installation 69.00 x 1.33 x 1.0931 = 100.31
82 li 31 32 19 13 0006 SY 14.1 Oz/SY,9,790 LB/FT Wide Width Tensile Ultimate Bi-Directional Woven $3,347.02
Polyester Geogrid Fabric(Carthage Mills GX-1000)
, Quantity Unit Price Factor Total
Installation 745.00 x 4.11 x 1.0931 = 3,347.02
! Silva Cell
83 i 32 00 00 00 0003 ea . Silva Cells $72,584.07
Quantity _ Unit Price Factor - Total
NPP Installation • 80.00 x 749.34 x 1.2108 = 72,584.07.
P59 •
• 84! 32 01 16 71 0008 SY Limited Cold Milling Of Asphalt Up To 3"Depth $19,369.59
I Quantity Unit Price Factor Total
Installation 1247.00 x 14.21 x 1.0931 = 19,369.59
Alley mill and pave only-340'X33'=11220/9=1247sy
85 32 01 16 71 0008 0020 MOD • For>1,000,Deduct -$14,530.60
Quantity Unit Price Factor Total
Installation -14,530.60 x -10.66 x 1.0931 = .
86 32 01 90 13 0001 MSF Fertilizer-2 LB Of Nitrogen/MSF(Granular) $101.09
! Quantity Unit Price Factor Total
1 Installation 17.00 x 5.44 x 1.0931 = 101.09
This covers new trees and shrubs as required per plans
87 32 11 16 00 0014 SY 8"Thick FDOT Limerock $5,497.24
1 Quantity Unit Price Factor Total •
Installation = 5,497.24
296.00 x 16.99 x 1.0931
! • Trench restoration 160'X5'=1300/9=144sy+lime rock around structures 25sy
88 32 11 16 00 0014 0011 MOD For Up To 500,Add $1,300.70
III Installation Quantity Unit Price Factor = 1,300.70
Toal
296.00 x 4.02 x 1.0931
89 32.12 13 13 0001 . SY Tack Coat,0.1 Gallon/SY $1,874.67
Quantity Unit Price Factor Total
Installation 3,500.00 x 0.49 x 1.0931 = 1,874.67
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Contractor's Price Proposal -Detail Continues..
Work Order Number: 038800.00 .
Work Order Title: Parking Lot Re-developement P59&P91
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P59
401 32 12 13 13 0001 0341 MOD For>3,500 To 5,000,Deduct -$39.21
Quantity Unit Price Factor Total
Installation -39.21 x -0.01 x 1.0931
91, 32 12 16 13 0040 SY 2"Thick Leveling Course,S-I And S-III $50,042.12
Quantity Unit Price Factor Total
Installation 3,500.00 x 13.08 x 1.0931 = 50,042.12
338X60=2028/9=2253sy
340X33=11120/9=1247sy
92 32 14 11 00 0002 SF 1"To 2"Sand Bedding,Screeded $437.24
Quantity Unit Price Factor Total
Installation 1,000.00 x 0.40 x 1.0931 = 437.24
3 32 14 16 00 0003 SF 4"x 8"x 2-1/4"Brick,Laid On Edge $10,234.04 '
i
Quantity Unit Price Factor Total
Installation 940.00 x 9.96 x 1.0931 = 10,234.04
94 I, 32 14 16 00 0003 0102 MOD For 2-3/4"Thick Paver(Vehicular),Add $5,790.59
Quantity Unit Price Factor Total
II II Installation 810.00 x 6.54 x 1.0931 = 5,790.59
I .
95 32 16 13 13 0002 LF 6"X 12"Cast In Place Concrete Curb $18,392.09
Quantity Unit Price Factor Total
I Installation 2,478.00 x 6.79 x 1.0931 = 18,392.09
96' 32 16 13 13 0002 0078 MOD For>1,000,Deduct -$4,008.88
Quantity Unit Price Factor Total
Installation -4,008.88 x -1.48 x 1.0931 =
471 32 16 13 13 0031 LF City Of Miami Beach New,Reinforced Straight 12"X 12"Concrete Curb $1,289.86
Quantity Unit Price Factor _ Total
Installation 100.00 x 11.80 x 1.0931 1,289.86
i
918 I 32 16 13 13 0033 LF City Of Miami Beach Replacement,Reinforced Straight 12"X 12"Concrete $6,197.88
Curb
Quantity Unit Price Factor Total
Installation 375.00 x 15.12 x 1.0931 = 6,197.88
99 32 16 13 13 0054 LF 6"x 42"Concrete Gutter With 6"Curb And Face-Straight $4,192.32
Quantity Unit Price Factor Total
ii Installation 0 00 x 23.15 x 1.0931 = 0.00
Demolition 447.00 x 8.58 x 1.0931 = 4,192.32
100' 32 16 23 00 0002 SF 4"Cast In Place Concrete Sidewalk $17,323.78
Quantity Unit Price Factor _ Total
l Installation 4,745.00 x 3.34 x 1.0931 17,323.78
I 1011 32 16 23 00 0002 0094 MOD For>1,000 To 5,000,Deduct -$1,089.22
1 t' Quantity Unit Price Factor Total
1. Installation 4,745.00 x -0.21 x 1.0931 = -1,089.22
102' 32 16 23 00 0004 SF 6"Cast In Place Concrete Sidewalk $3,697.96
Quantity Unit Price Factor Total
Installation = 3,697.96
x 3.98 x 1.0931
;'
103! 32 16 23 00 0006 SF 8"Cast In Place Concrete Sidewalk $5,487.36
Quantity Unit Price Factor Total
Installation 1,000.00 x 5.02 x 1.0931 = 5,487.36
'I This is for base under pavers
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Contractor's Price Proposal-Detail Page 9 of 27:
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Contractors Price Proposal -Detail Continues..
1:!
Work Order Number: 038800.00
Work Order Title: Parking Lot Re-developement P59&P91 •
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P59
164 32 16 23 00 0009 EA Finish Concrete Handicap Drop Section In SidewalkExcludes patterned $394.57
(tactile)finish.
;1 Quantity Unit Price Factor Total
Installation 8 00 x 45.12 x 1.0931 = 394.57
1051 32 17 13 33 0001 EA Remove And Relocate Precast Concrete Wheel Stop $885.45
Quantity Unit Price Factor Total
! Installation 77.00 x 10.52 x 1.0931 = 885.45
1061 32 17 23 13 0066 LF Single 4"Wide Solid Line,Painted Pavement Striping for Parking Areas $871.75
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Quantity Unit Price Factor Total
Installation 1,375.00 x 0.58 x 1.0931 871.75
107: 32 17 26 00 0003 SF Cast In Place VPC Truncated Dome Detectable Warning SurfaceAlso raised $3,702.33
strips or directional bars.All colors.
Quantity Unit Price Factor Total •
Installation 100.00 x 33.87 x 1.0931 = 3,702.33
108! 32 31 13 00 0217 LF 4'High Fence,Vinyl Plastic Fence Insert $4,636.11
I Quantity Unit Price Factor Total
•
Installation 975.00 x 4.35 x 1.0931 = 4,636.11
Tree Protection
1091 32 84 13 00 0049 EA Adjustable Stream Bubbler With Spike For Drip Emitter Irrigation Systems $244.77
Quantity Unit Price Factor Total
I Installation 24.00 x 9.33 x 1.0931 = 244.77
• 110! 32 84 23 00 0012 EA 6"Pop-Up Height,Spray Sprinkler Head With Pressure Regulator $1,852.31 '
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Quantity Unit Price Factor Total
Installation 55.00 x 30.81 x 1.0931 = 1,852.31
11' 32 84 23 00 0075 EA 1-1/2",5 To 200 GPM,Plastic,Electric Remote Control Irrigation Valve With $1,142.05 '
! I Pressure Regulator And Scrubber Valve
Quantity Unit Price Factor Total
1J Installation 3.00 x 348.26 x 1.0931 = 1,142.05
112. 32 84 23 00 0120 EA 33.1"x 23.8"Rectangular Irrigation Valve Box $673.77 '
Quantity Unit Price Factor Total �•
1 Installation 3.00 x 205.46 x 1.0931 = 673.76
113 32 84 23 00 0175 EA Automatic Rain Shutoff Sensor For Irrigation Controllerslncludes adjustable $93.77
1,I sensing probes.
I Quantity Unit Price Factor Total
Installation 1.00 x 85.78 x 1.0931 93.77
11• 1 32 84 23 00 0292 EA GPRS Radio Modem Communication Option For Irrigation Controllers(Calsense $1,858.13
GR)
II Quantity Unit Price Factor Total
Installation = 1,858.13
1.00 x 1,699.87 x 1.0931
1151'1 32 84 23 00 0387 LF 2"Poly Pipe,80 PSI,NSF $1,364.58
1 Quantity Unit Price Factor Total
Installation 404.00 x 3.09 x 1.0931 = 1,364.58
1116j 32 91 13 16 0003 CY Hardwood Bark Nugget Mulch $3,746.27
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1,1 Quantity Unit Price Factor _ Total
Installation 68.00 x 50.40 x 1.0931 3,746.27 ;;
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1117 32 91 13 16 0011 CY Stone/Gravel Mulch $6,357.47
• �; Quantity Unit Price Factor Total .j,
Installation 40.00 x 145.40 x 1.0931 = 6,357.47
wash pit
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Contractor's Price Proposal -Detail Continues:. 1,
,: 1
Work Order Number: 038800.00 1'
Work Order Title: Parking Lot Re-developement P59&P91
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P59.1 1'
1181 32 91 13 16 0011 0275 MOD For>20 To 50,Deduct -$433.30 1,
1
Quantity Unit Price Factor Total 1:.
Installation = -433.30
i 40.00 x -9.91 x 1.0931 ii
119', 32 91 13 36 0019 SY Remove Sod With Machine $343.89 11
Quantity Unit Price Factor Total y
Installation 1,210.00 x 0.26 x 1.0931 = 343.89 ;,'
120' 32 91 19 13 0010 CY Spread Topsoil By Hand From Stockpile $1,836.41
! Quantity Unit Price Factor Total Il Installation 84.00 x 20.00 x 1.0931 = 1,836.41 i
121 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $1,389.71 I.
Quantity Unit Price Factor Total
Installation = 1,389.71 `,
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47.00 x 27.05 x 1.0931 .11'
1221 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $2,483.74 i.
1, Quantity Unit Price Factor Total 11
Installation 84.00 x 27.05 x 1.0931 = 2,483.74 it.
12311 32 92 23 00 0039 MSF >1,000 To 4,000 SF,St.Augustine Floratam Sod,Installed On Level Ground $2,513.08 II
Quantity Unit Price Factor Total p
i Installation 4.00 x 574.76 x 1.0931 = 2,513.08 111
124' 32 93 13 00 0115 EA 1 Gallon Polyodium scolopenrium-Wart Fern $3,804.04 I' •
Quantity Unit Price Factor Total
11 Installation 815.00 x 4.27 x 1.0931 = 3,804.04 i''
11
125; 32 93 13 00 0115 EA 1 Gallon Polyodium scolopenrium-Wart Fern $3,640.68 11.
it
• Quantity Unit Price Factor Total I
Installation = 3,640.68
780.00 x 4.27 x 1.0931 Is
'11 Sword Fern 11'
1,
1261 32 93 13 00 0209 EA 3 Gallon Tripsacum dactyloid-Dwarf Fakahatchee Grass $1,050.74.�I"
1!1 Quantity Unit Price Factor Total 11
Installation 125.00 x 7.69 x 1.0931 = 1,050.74
1271 32 93 33 00 0063 EA 7 Gallon Chrysobalanus icaco-Red Tip Cocoplum ''
Quantity Unit Price Factor Total +1
II
Installation x = 4,480.84 ii
x
160:00 25.62 1.0931
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128! 32 93 33 00 0075 EA 7 Gallon Conocarpus erectus-Silver Buttonwood $2,261.47 11•
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Quantity Unit Price Factor _ Total ,i
Installation 82 00 x 25.23 x 1.0931 2,261.47 '11.
ii
. 1291 32 93 33 00 0080 EA 7 Gallon Crinum-Crinum Lily $224.04 11'
1 Quantity Unit Price Factor Total it
I Installation 8.00 x 25.62 x 1.0931 = 224.04 ri'
130; 32 93 33 00 0164 EA 3 Gallon Ilex vomitoria'Nana'-Dwarf Yaupon Holly $1,633.64
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Quantity Unit Price Factor Total 11,•
Installation 175.00 x 8.54 x 1.0931 = 1,633.64 li''
131! 32 93 33 00 0234 EA 25 Gallon Myrcianthes fragrans-Simpson's Stopper $840.16 Illl.
Quantity Unit Price Factor Total 1
Installation 6:00 x 128.10 x 1.0931 = 840.16 I
111 1,.
1132, 32 93 33 00 0286 EA 7 Gallon Podocarpus macrophyllus $6,501.88 1I!
I i Quantity Unit Price Factor Total 'IL,
Installation = 6,501.88 .111,
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199.00 x 29.89 x 1.0931
i Green Island Ficus
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Contractor's Price Proposal-Detail . Page 11 of 271 '
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Contractor's Price Proposal -Detail Continues.. • ,:
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Work Order Number: 038800.00 '!!:,
Work Order Title: Parking Lot Re-developement P59&P91 II::
1,q
P59;, 11''
133' 32 93 43 00 0810 EA 19'To 20'Bismarckia nobilis-Bismarck Palm $2,240.42 III; •
I III;
Quantity Unit Price Factor Total
Installation = 2,240.42 I:'
1.00 x 2,049.60 x 1.0931 1111
•
25'Roystonia Regia I1
134; 32 93 43 00 1105 EA 15'To 16'Phoenix sylvestris-Wild Date Palm $12,546.34 III
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Quantity Unit Price Factor Total iIll`
Installation = 12,546.34
14.00 x 819.84 x 1.0931 '1111 • '
This is for the Wild Tamarind 16'which is not in the catalog. Ill ;
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135;1 32 93 43 00 1226 EA 10'To 12'Veitchia montgomeryana-Montgomery Palm $401.06 !1
Quantity Unit Price Factor Total ,. '1
11 1 Installation = 401.06 II,,•2.00 x 183.45 x 1.0931
• 136 32 93 43 00 1310 EA 3 Gallon Zamia floridana-Coontie $1,353.59 ;II .
I Quantity Unit Price Factor Total .ji '
Installation = 1,353.59 i,
58:00 x 21.35 x 1.0931 1! .
137;! 32 93 53 00 0015 EA 30 Gallon Container Tree Planting $816.48"1'' •
Quantity Unit Price Factor Total • ,j1
Installation 6.00 x 124.49 x 1.0931 816.48
t'
1391 32 93 53 00 0022 EA 12'Balled And Burlapped Tree Planting $335.19 '
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Quantity Unit Price Factor Total :111
Installation 2:00 x 153.32 x 1.0931 = 335.19 '1.1!
1391 32 93 53 00 0024 EA 16'Balled And Burlapped Tree Planting $3,259.01 II:4 '
Quantity Unit Price Factor Total I•
Installation x x = 3,259.01 :III` j
14.00 212.96 1.0931 ill;
140, 32.93 53 00 0024 0252 MOD For>10 To 25,Deduct • -$162.98'III , •
Quanti Unit Price Factor Total II�j
Quantity ily ! ,
Installation 14:00 x -10.65 x 1.0931 = -162.98 :I:i j
•141; 32 93 53 00 0026 EA 20'Balled And Burlapped Tree Planting $322.31 11 i
Quantity Unit Price Factor Total ;11!!,
' Installation = 322.31 ,liy .
1.00 x 294.86 x 1.0931 ' „Ijl
Roystonia Regia • !ill
142 32 93 53 00 0034 EA 1 Gallon Container Shrub Planting $4,757.61 Ili)
Quantity Unit Price Factor Total `III
I Installation = 4,757.61 III!
II 780.00 x 5.58 x 1.0931
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143, 32 93 53 00 0034 0259 MOD For>100,Deduct -$1,423.87,1111
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' Quantity Unit Price Factor Total II
Installation = -1,423.87 . •III':
11 • 780.00 x -1.67 x 1.0931 ,Ili ( •
1441 32 93 53 00 0034 EA 1 Gallon Container Shrub Planting $4,971.09:1III
;III•
Quantity Unit Price Factor Total .+I l•
I Installation 815.00 x 5.58 x 1.0931 = 4,971.09 11. '
1451 32 93 53 00 0034 0259 MOD For>100,Deduct -$1,487.76,:III;
I
Quantity Unit Price Factor Total : I fI I
, Installation = -1,487.76 . II'
815.00 x -1.67 x 1.0931 I 1
1461 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $1,880.41 11111
1111 •
Quantity Unit Price Factor Total '11
1 Installation = 1,880.41 i 1! i1
175.00 x 9.83 x 1.0931 1 Ili',
;1111.I
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Cont'ractor's Price Proposal-Detail Page 12 of 2711;,I
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Contractor°s Price Proposal -Detail Continues.. IIII
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Work Order Number: 038800.00 ,VIII
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Work Order Title: Parking Lot Re-developement P59&P91 i ,,1111
P59
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147' 32 93 53 00 0036 0259 MOD For>100,Deduct -$564.31.;III;I'
Quantity Unit Price Factor Total !111+
Installation = -564.31 1,1111
175.00 x -2.95 x 1.0931 !Iill 1
HI 1
1481 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $1,343.15:1ij
I ' Quantity Unit Price Factor Total ( Viii 1
Installation = 1,343.15 111
125.00 x 9.83 x 1.0931 i ';lih I
•1491 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $623.22 1�11�II
,111,1'
Quantity Unit Price Factor Total • ,I,II;,
Installation 58.00 x 9.83 x 1.0931 = 623.22 I if
I;
150 . .I;1111
11
93 53 00 0036 0258 MOD For>50 To 100,Deduct -$124.90!;II;i;
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Quantity Unit Price Factor Total 1' ,IIll•
Installation 58.00 x -1.97 x 1.0931 = -124.90 •1 11111
' 1 1• ,,I,
1511 32 93 53 00 0039 EA 7 Gallon Container Shrub Planting - ;fill
j Quantity Unit Price Factor Total 1 '1111;1 j
i•�I
Installation = 1,997.05 il:1l
I.1 82.00 x 22.28 x 1.0931 ' '1111!1
152 32 93 53 00 0039 0258 MOD For>50 To 100,Deduct -$399.77 11;11,
, II11,
• 1111
Quantity Unit Price Factor Total i' IiIII I•
• Installation = -399.77 1 1 !1111111
1�
82.00 x -4.46 x 1.0931 1
llal
153; 32 93 53 00 0039 EA 7 Gallon Container Shrub Planting $4,846.5011111!1111'
Quantity Unit Price Factor Total '1: 111111
i Installation 199 00 x 22.28 x 1.0931 = 4,846.50 ;!iii 11
' '1!111'
154' 32 93 53 00 0039 0259 MOD For>100,Deduct -$1,453.08'11111!
• Quantity Unit Price Factor Total ,I i
!' Installation x x 1.0931 = -1,453.08 i 11111
199.00 -6.68 •I 11It
I
1551 32 93 53 00 0039 EA 7 Gallon Container Shrub Planting $3,896.68;1111!
1 ,I 1!
Quantity Unit Price Factor Total 11,
Installation 160.00 x 22.28 x 1.0931 = 3,896.68 , 111
/561 32 93 53 00 0039 0259 MOD For>100,Deduct -$1,168.30 11111,
I.I.
Quantity Unit Price Factor = Total j, I��I
Installation 160.00 x -6.68 x 1.0931 = -1,168.31 1 1111111
�, . 1
1571 32 93 53 00 0039 EA 7 Gallon Container Shrub Planting $194.83'11111 I
11, ,1 111 ,
Quantity Unit Price Factor Total 111 11 I'
Installation 8.00 x 22.28 x 1.0931 = 194.83 '1! !111,1 1'
'I
158. 32 94 49 00 0005 EA Tree Guying 3"To 4"Caliper,3 Stakes $736.89 11I11I 1
Ili
! Quantity Unit Price Factor Total 111 1 1
Installation = 736.89 •23.00 x 29.31 x 1.0931 •l ill. �
1591 32 94 49 00 0014 EA Tree Wrap,>2"To 4"Caliper Applied Ground Level To First Branches Of Tree $113.0911111'1! 1
Quantity Unit Price Factor Total ,1 11"111 I
Installation = 113.09 I
14.00 x 7.39 x 1.0931 ;1; .I 11
160; 32 94 49 00 0020 EA Stake Out Trees Or Shrubs I
I I $5,449.32;�IiI,:
• Quantity Unit Price Factor Total I! ,I��I 1
• Installation = 5,449.32 'i' ;I II�
2,420.00 x 2.06 x 1.0931 •1 11111
1
111 Layout •!: 111'1
1611 33 01 30 51 0073 EA Vacuum Out 1 To.2 Catch Basins Or Manholeslncludes vacuum pump $946.68:11,1111
.,IIii.II1
equipment. i i; ill;i
•
Quantity Unit Price Factor Total 111 ;1111
Installation = 946.68 111111111{
• 1.00 x 866.05 x 1.0931 1
This is to clean out existing structure that we will be coring into Il;i 1,I,,
a ' 1
Contractor's Price Proposal-Detail Page 13 of 21/1
�; 4/5/201,611 II•
i 11 ;1!1 ! ;
1111111
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Contractor's Price Proposal-Detail Continues ii Ii!ji I
1 038800.00 •1 1
Work Order Number: �i; j'II'I
Work Order Title: Parking Lot Re-developement P59&P91 f •1 I
i' 1 '! 'I ii:i!
P59 i I� ',Ilia I
162! 33-39 13 00 0108 EA Seal Gap Between Pipe And Structure With Brick And Grout • • $790.01:Fill
• Quantity Unit Price Factor Total . ! . lilt,•
Installation 8.00 x 90.34 x 1.0931 = 790.01 I it I
163 33 41 13 00 0319 LF 15"Coupled,Single Wall,Corrugated HDPE Pipe $2,906.12;ill!
Ih !
' • Quantity Unit Price Factor Total I jj I I1 I
Installation = 2,906.12 1,I t
180.00 x 14.77 x 1.0931 1 !IIII
164: 33 41 13 00 0350 LF 18"Coupled,Perforated,Single Wall,Corrugated HDPE Pipe • $3,319.53,i 1'I I
I
I Quantity Unit Price Factor Total •lit I ill I
Installation 160:00 x 18.98 x 1.0931 = 3,319.53 I! III'I
i .
165 33 41 13 00 0441 EA 15"Self Adhering Gasket,Corrugated HDPE Pipe , 11111
'lit .
ti Quantity Unit Price Factor Total !1, ;III! ;,
• Installation = II 454.90 i I ' I'
x
4.00 104.04 x 1.0931 it
i Ii 166,' 33 41 13 00 0442 EA 18"Self Adhering Gasket,Corrugated HDPE Pipe $948:90 1'•!l I
Quantity Unit Price Factor Total 1i 11111 i
Installation 8.00 x 108.51 x 1.0931 = 948.90 11 Oh 1i ,
�
167', 33 44 13 13 0532 EA 24"x 36"Cast Iron Catch Basin Frame And Cover $4,350.36 Lill
Quantity Unit Price Factor Total q Installation = 4,350.36 i
1 4.00 x 994.96 x 1.0931 '! .liill•
168 33 44 13 13 0579 EA 44"Diameter Galvanized Steel Pyramid Trash Rack With BaffleFor 36"inside • $10,121.32 1111
i It .I1i1.1
diameter concrete pipe. l l!ii i
Quantity Unit Price Factor Total t •;III
I Installation = 10,121.32 .1: 11
4.00 x 2,314.82 x 1.0931 It : lil 1
191 33 71 19 00 0011 EA 14"x 20"x 12",Electric Pull Boxes,Precast Concrete $9,160.83;111!'
dill,lli
1 Quantity Unit Price Factor Total
Installation = 9,160.83 ! 'i iiii it
20.00 x 419.03 x 1.0931 11 �I►iti I
170, 34 71 13 26 0147 LF Box Beam Median Barrier Galvanized Excludes Splices $4,783.19 l'il
1•�n
Quantity Unit Price Factor Total 1 i 11!'! •
Installation x x = 4,783.19 11 111'11
180.00 24.31 1.0931 , i;I •l tl
! ,I1
Root barrier 111 q;;Ij,
II ICI "I 'lii� 1
• Subtotal for P59 $724,3521 51
I. 1 '; �1►ii!I
P91M
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11; 01 22 16 00 0002 EA 0
Reimbursable FeesReimbursable fees will be paid to the contractor for the $10,750.00 ti tilt
actual cost,without mark-up,for which a receipt or bill is received.The l I 1i,
Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor It 1j1
! cost involved in obtaining all permits is in the Adjustment Factor.The base • I1 It1,1 1
!i l 11 1
cost of the Reimbursable Fee is$1.00.The quantity used will adjust the base I ; Il 1
cost to the actual Reimbursable Fee(e.g.quantity of 125=$125.00 Iii .!4I
1 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be II t I{
listed separately with a comment in the"note"block to identify the I I ,j {1
, Reimbursable Fees(e.g.sidewalk closure,road cut,various permits, '� Ili'
III !,�
extended warrantee,expedited shipping costs,etc.).A copy of each receipt • . !1 ,11! 1
shall be included with the Proposal. 111 ' 1111
Quantity Unit Price Factor _ Total . 110111 j !
Installation 10,000.00 x 1.00 x 1.0750 = 10,750.00 , ;;III
(! I;II
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' II;! LII
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Coritiractor's Price Proposal-Detail Page 14 of411'1
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4/5/201'61! 1
1 I I 1 ii11 t
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.1 iii 1,111 '
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Contractor's Price Proposal -Detail Continues.. i 1 it
I1 !II!
! .III
work Order Number: 038800.00 Ij 'Id'I
Work Order Title: Parking Lot Re-developement P59&P91 I it 1
_ P9 l, , ''il HI
172' 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $1,132.01 '111111
tasks will be requested specifically by the owner for miscellaneous work not 1� 111i 1
covered in the CTC. !!I ;'
Quantity Unit Price Factor Total • 11 .11 II 1
Installation 40.00 x 25.89 x 1.0931 = 1,132.01 it ;11111'
'i j: ,1 I.1 1
This I for 2 laborers for 1 week � ;111!1
173; 01 22 23 00 0236 EA Remove And Reset Trench Plate $191.75;11%
I
Quantity Unit Price Factor Total .. 11111111,
i I �� 1 l i 1
I Installation 14.00 x 12.53 x 1.0931 = 191.75 II 1118
1741 01 22 23 00 0238 WK 1-1/4"x 8'x 10'Steel Plate $487.76 1,11 1
it �`'
Quantity Unit Price Factor Total 11 1111'1'
I Installation = 487.76 111 1'1
6.00 x 74.37 x 1.0931 III 111!
I
3 per week II 1 ill
175' 01 22 23 00 0395 WK 1-3/4 CY,30"Bucket,18'-0"Deep,112 HP,Loader-Backhoe With Full-Time $3,439.314, .11111
Operator I!1 !111!
Quantity Unit Price Factor Total 1 1! 1i1 1
Installation = 3,439.34 II 1! I
1:00 x 3,146.41 x 1.0931 II ;l f!1!
1 Misc. 11111
176' 01 22 23 00 0480 MO 6'x 16'Trench Box With Up To 48"Spreaders '1; 11,.
$3,864.82�1 l
I 11111 I
Quantity Unit Price Factor Total i,I I,, 1
Installation 3.00 x 1,178.55 x 1.0931 = 3,864.82 111 1111' !
3 per parking lot 111 ;1?1; 1
177'1 01 22 23 00 1207 WK 5,000 Gallon Vacuum Truck With Full-Time Truck Driver 3 ,3;1;11
$9,070.30.111
Quantity Unit Price Factor Total 111 111111
Installation = 9,070.30 111 1 11
2.00 x 4,148.89 x 1.0931 1 11
1 :11.11
This is for vcuum truck to pull out of open trench and dupe in to another open trench to avoid having to pull a 1' 1 1,11 I
dewatering permit and help speed up installation 1 II 1!II iI
•9P P P P (11 !1L11
/78I 01 22 23 00 1215 MO 3,700 To 4,000 Gallon Water Truck With Full-Time Operator .
perator $25,995.65 III,
n
1 Quantity Unit Price Factor Total 111 ' 111 I 1
Installation
2.00 x 11,890.79 x 1.0931 = 25,995.65 1 I j
•+1.
I Will be.used for dust control as needed ; '1111 1
. 179! 01 56 26 00 0035 EA 12'Wide,6'High,Temporary Chain Link Fence Gate,Up To 6 Months $859.79 111 1
11 Quantity Unit Price Factor Total I I ill,1
Installation x x = 859.79 ( 11111
;I 4.00 196.64 1.0931 Oil
"'' it
18011 01 56 26 00 0063 EA 10'Wide,6'High,Temporary Chain Link Fence Gate,>6 To 12 Months $12,244.40 1 ill 1
Quantity Unit Price Factor Total
Installation 62.00 x 180.67 x 1.0931 = 12,244.40 ;!.I1
1 111,ii
. 1811 01 56 26 00 0063 0090 MOD For Shade Cloth,Add $2,133.47 111111 1
1 1 I
Quantity Unit Price Factor Total 1 ii 11 1
1 Installation = 2,133.47 ; III ,11111 I
62.00 x 31.48 x 1.0931 1.
182' 01 56 33 00 0004 LF Temporary Safety Fence,Plastic Mesh,48"High With Posts At 8'On Center • $787.03'11`11 1
11 Quantity Unit Price Factor Total 11 '1111 1 i
Installation 480.00 x 1.50 x 1.0931 787.03 ' 1 •'11111
I; !' 1e11
1831 01 58 13 00 0008 EA >24 To 32 SF,One Or Two Color Design,Engineer Grade,Reflectorized,MDO $280.231411!
! � �
Plywood Sign ' II ,111'
• Quantity Unit Price Factor Total . III 111111
Installation = 280.23 I 1,1
1.00 x 256.36 x 1.0931 1111 I
1 Construction sign : ! 1I'i 1
I%1
1 1 11,1
1 o1i11;
Contrctor's Price Proposal-Detail Page 15 0 i 27111 1
4/5/20161111
11 1 111'
I I 111
•
11111,111
11 . 1101
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• Contractor's Price Proposal -Detail Continues.. !;�II 1I,
1 ,1 ;,1 ,
ff II1
Work Order Number: 038800.00 1;11
r.;l
Work Order Title: Parking Lot Re-developement P59&P91 I I X111
f
I i 1
I: '11.11 s11Ii1
I II �1ii1
P9 1 I � 1
184: 01 71 13 00 0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Rollback $1,320.38;111'1 I
Flatbed Trucklncludes delivery of equipment,off loading on site,rigging, , I.1 ''11!
dismantling,loading and transporting away.For equipment such as trenchers, . .I1 :1;I I
skid-steer loaders(bobcats),industrial warehouse forklifts,sweepers, ' ,1 I
scissor platform lifts,telescoping and articulating boom manlifts with up to 40' I II�j 1;1
' boom lengths,etc. 'I 11j1 1
' 1,1 '1h'
;; Quantity Unit Price Factor Total ; I ,ills I
Installation 6.00 x 201.32 x 1.0931 = 1,320.38 • 1, ,1;11,1
I; ;11;;1
185; 01 71 13 00 0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Rollback $440.13;I.1 I'11
,�
Flatbed Trucklncludes delivery of equipment,off loading on site,rigging, I 11'111)1
dismantling,loading and transporting away.For equipment such as trenchers, II ,i!j,I
. skid-steer loaders(bobcats),industrial warehouse forklifts,sweepers, ; I I'III I
scissor platform lifts,telescoping and articulating boom manlifts with up to 40' I 1 jI
:1, boom lengths,etc. !,I1'I 1
Quantity Unit Price Factor Total : ;I i111 I
Installation x x = 440.13 1;1•
,; 2.00 201.32 1.0931 ;' .j 11111.
186', 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $440:11,I1!
Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site, ,• 1 hd i
rigging,dismantling,loading and transporting away.For equipment such as !I ;I'Iii..
1'ii
bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders, I ! I Ijl I
loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers, I I 1,11F1'
; 111
. bridge finishers,straight mast construction forklifts,telescoping boom rough ;'I II 111111i
; terrain construction forklifts,telescoping and articulating boom manlifts with , it 1:111;
1 111•,I
>40'boom lengths,etc. I. I ;,.
I Quantity Unit Price Factor Total • I 1 111
Installation = 440.11 II 11111
1.00 x 402.63
x
1.0931 11 4111,
Delivery of Lighting fixtures to public works ; III�I:III I
•;I I I1
187, 01 71 23 16 0006 HR 3 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes $8,320.84'1!11
surveyor,rodman,chainman,equipment and instruments. ; ;1 11!11
Quantity Unit Price Factor Total I 'If I'
Installation = 8,320.84 • ; 1 1
35.00 x 217.49 x 1.0931 ' '11 '111
This incudes all surveying for the duration of the project and signed and sealed As-Builds ' 1 i'1,1;,'
188',' 01 74 19 00 0016 EA 30 CY Dumpster(4 Ton)"Construction Debris"Includes delivery of dumpster, $674.42.f11;1 II
rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material. • III 1IIII1 I
Quantity Unit Price Factor Total 1 I 11iI,1
Installation = 674.42 i Il'1'
1.00 x 616.98 x 1.0931 1 1111
, i1:11:
. 189 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $1,400.67 111I1
1.1;`,1 ,;1,
Quantity Unit Price Factor Total i i;II I11
Installation = 1,400.67 1 i II 11111
97.00 x 13.21 x 1.0931 ;II li11;1
190; 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $13,645.66 I1, 1
Ill 111 11111 1
Quantity Unit Price Factor Total 111;I 111.1.;
Installation = ;13,645.66 ; 1'1'11
945.00 x 13.21 x 1.0931 1111'I
191. 01 74 19 00 0033 CY Asphalt,Concrete,Gravel And Subgrade Material,Landfill Dump Fee
• $14,522.65 I11
l i ;,
Quantity Unit Price Factor Total ; I j '1`;111 I
1` Installation = 14,522.65 ' I! ''1'i'I
x 27.97 x 1.0931 111,i i;;I I
(;; •
Asphalt 206c /Curb 146c /Valle 5c /Sidewalk 65c ' '
Y Y Y Y Y ;,j.•;ijl
192; 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $795.23;h111!"
g 1
; 1 II ;I 11, 1
Quantity Unit Price Factor Total 1 .R 1°;
1 I Installation 1,455.00 x 0.50 x 1.0931 = 795.23 I;II ,11 ii 1
1
i II1 '�IIIII1
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II
11111'f
1131
-11 I1
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Contractor's Price Proposal-Detail Page 16 ofl27�1 I
'I
4/5/201611f I
111i111'1j
11,1
.i1.1.1111
I ;;i11I I
•
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' 111111
1 i,;11111
i,
Contractor's Price Proposal-Detail Continues.. �!I .`i"1 1
!1,11,1
I Il I11)I
Work Order Number: 038800.00
11.
Work Order Title: Parking Lot Re-developement P59&P91 11 1111�
1 H 111
P911, I ;I11111111I
193,,' 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $3,992;55 1111' I
11 1
II
I' Quantity Unit Price Factor Total ' I '`''1111!
Installation = 3,992.55 . 1;1 1
11 7,305.00 x 0.50 x 1.0931 i
1 Asphalt 207CY Curb 128cy Valley 67cy Sidewalk 85cy III]
1941 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $7,747:35 (� 1
Quantity Unit Price Factor Total ' 111III
Installation = 7,747.35 I 1'1;
14,175.00 x 0.50 x 1.0931 I I ill.
945X15=14175cym This is for excavated dirt only 1 IIIIII
I i
I
195 02 41 13 13 0019 SY Up To 3"By Machine,Break-up And Remove Bituminous Paving $17,438:0,I 4 I ,111111
Quantity Unit Price Factor Total I 1 1l!1
li
Installation x x = 17,438.04 I'i �11.
', 2,481.00 6.43 1.0931 !I ,1;,1 1
475X47X3"=22,325sf/9=2481 sy i 1,1 i11i1�
196; 02 41 13 13 0019 0014 MOD For>1,000 To 2,500,Deduct -$3,145,90 I.ill,l
it ;l i!
Quantity Unit Price Factor Total 1 1 11111
Intallation x x = -3,145.90 1 I Ii
1; 2,481.00 -1.16 1.0931 III 111111
1971 02 41 13 13 0026 SY >3"To 6"By Machine,Break-up And Remove Non Reinforced Concrete $7,589:46 Illl,•Paving I VIII 1
I •
Quantity Unit Price Factor . Total I 1 11111`
Installation = 7,589.46 1 i
718.00 x 9.67 x 1.0931 1' ,11•Ii!
I �� I
�i'I
1 1292X5X5"=6460sf/9=718sy 1,.I! 11111; I
19.8 02 41 13 13 0026 0013 MOD For>500 To 1,000,Deduct -$76 1:30 1 111'
' Quantity Unit Price Factor Total i 111
'I
1 Installation 718.00 x -0.97 x 1.0931 = 761.30 I1 111;1
iln � il�
1991 02 41 13 13 0054 LF Break-Up And Remove Up to 3'Wide Concrete Gutter By Machine $276.25;illy 1
Quantity Unit Price Factor Total � 1 111111 1
II Installation = 276.25
1 72.00 x 3.51 x 1.0931 1.11��1i
2001 02 41 13 13 0054 0057 MOD For>50 To 100,Add $41.71 111111 1
1 I I` 1
Quantity - Unit Price Factor Total ` 11 1[!1 i
Installation 72 00 x 0.53 x 1.0931 41.71 �' Iil h 1
.I i; i
,
201 02 41 19 13 0057 EA Saw Cut Minimum ChargeFor projects where the total saw cutting charge is $502.���� :NI l
:82 1!11
less than the minimum charge,use this task exclusively.This task should not ' I •.1 :1;11 I
1;11
be used in conjunction with any other tasks in this section. • . 1 111111 I
. Quantity Unit Price Factor Total ,I II111'1
Installation .x 459.99 x 1.0931 = 502.82 , 1 I1ii I
202 02 41 19 13 0318 EA Core Drill Minimum ChargeFor projects where the total core drilling charge is $347:44;11111
. less than the minimum charge,use task"Minimum Charge For Core Drilling" . 1, Ill 11 II
I exclusively.Task"Minimum Charge For Core Drilling"should not be used in ' 1 111 i1 1
I conjunction with any other tasks in this section.Does not apply to sections ;,�1 111111'•
"Drilling In Concrete Per Inch Of Depth"or"Drilling In Brick Or Block Per Inch Of ,!1 1
Depth". 1'11! y l j1 I
Quantity Unit Price Factor Total 1
• Installation 1.00 x 317.82 x 1.0931 = 347.41 I ''111 I
1 . 1 '11'; 1
Core into existing structure H .1111 I
20311 10 14 53 00 0038 EA 30"x 42"Aluminum Engineer Grade Traffic Sign $23482'1i 111;1
Quantity Unit Price Factor Total I'1 lI 111111 1
Installation '2 00 x 107.41 x 1.0931 234.82 I I 'lI X1 I I
. 1.1 1'i
Handicap Sign 11 1111;1,
I 111
I '! ial ii
I ; 1 1 111 1 1
11: 1,4
Contractor's Price Proposal-Detail Page 17'of1271�1
1 4/5/201;611 1
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1'1 I j 4i 1
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1 111
II 11 '�1l11ii
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1 1 ii--1 ii
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'1'i 11111'1
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Contractor's Price Proposal -Detail Continues.. 1 1 I hlil
1 'IiS I
: t 1:I l Illj ii
Work Order Number: 038800.00 . i i I 1111+
Work Order Title: Parking Lot Re-develo ement P59&P91 'I 111'
I, I 9 P .I II did
P91, I,!ii!11;1
204!! 10 14 53 00 0042 EA 36"x 42"Aluminum Engineer Grade Traffic Sign $281:19'1111;1
,
Quantity Unit Price Factor Total , 1 , X011 11
Installation = 281.19
2.00 x 128.62 x 1.0931 I i l ! 1 1
1 Do Not Enter : I' i 1,!
2051 10 14 53 00 0051 EA 48"x 54"Aluminum Engineer Grade Traffic Sign • $472!63'1;`!1 j
Quantity Unit Price Factor Total , 1, 11 1�III'1
Installation = 472.63 • ' 11,) I I
2.00 x 216.19 x 1.0931 !,i1 , 11 I
Stop Sign III 11 1 1;1 11
206', 10 14 53 00 0259 EA >10 To 20 SF Sign Area,Sign Removal $3,021 150 Quantity Unit Price Factor Total l 'I 1111 I1
Installation 22 00 x 125.81 x 1.0931 - 3,025.50 ; 1!1 1.11111 1
•2071 11 68 13 00 0457 LF TuffTurf Geotextile Fabric,(12 1/2'Wide Roll),Order an Additional 20%for $1,404:91;11111 II
'I l'l'
Overlap/Waste,per LF(Landscape Structures®109694A) 1 11 1 ' 111 1
I Quantity Unit Price Factor Total I 1 .1 111 1
Installation = 1,404.91 !11I
• i i 265.00 x 4.85 x 1.0931 11 .iI,1 I
Silva Cell X1111
HI iI 1
208] 11 68 13 00 0457 LF TuffTurf Geotextile Fabric,(12 1/2'Wide Roll),Order an Additional 20%for $10,178195 11111
Overlap/Waste,per LF(Landscape Structures®109694A) I '11 II1: I
I,•.1 '11„I!
Quantity Unit Price Factor Total 1• 11,,II!i!
, Installation = 10,178.95 1 '`I1
1,920.00 x 4.85 x 1.0931 '�
393112.5=32'X50'=1600X20%(320)=1920
1•11' ' ;1i
1,1 i '11;1 ,1
209 22 11 19 00 0063 EA 2"Anti Siphon Pressure Type Vacuum Breaker $39■:89 ill
! Quantity Unit Price Factor Total - I I�l III! I
Installation = 390.89 , !i 1 !I ''I
1.00 x 357.60 x 1.0931 ;.,1 i l it 1
. 290 23 00 00 00 0001 15"to 18"Plug Rental Per Day Per Plug $5,932:92'l.1 il1l 11 '
ii,111
Quantity Unit Price Factor Total '•G IA I
NPP Installation = 5,932.92. '; I
:�: illd I
14.00 x 350.00 x 1.2108
• ;1111
• 2 plugs per day for 7 days.This is for plugging existing structure during tie in and infltration/exfiltration . ;,. , 'I;t 1.
I I lI� I
testing ' 11!!1:,311._1
219' 23 21 13 23 2018 EA 2"Schedule 40 PVC 90 Degree Elbows $54657;IC
Quantity Unit Price Factor Total I 11; '11II ! I '
Installation = 546.57 1 •
;�l1 1'
1 23.00 x 21.74 x 1.0931
..1Ii0, 1
212;1 23 21 13 23 2040 EA 3/4"Schedule 40 PVC Tees $237,,49 111111 1 .
' Quantity Unit Price Factor Total 1 I;I,1;1111.1.I
Installation = 237.49 I I!1 111 1
18.00 x 12.07 x 1.0931 i 11;11111 I
23; 23 23 21 13 23 2041 EA 1"Schedule 40 PVC Tees $264:64;11!
Quantity Unit Price Factor Total • 111 li;h;1 I
Installation = 264.64 i I it !I 1
15.00 x 16.14 x 1.0931 i i li ii it l I
24' 23 21 13 23 2431 LF • 18"SDR-21 HDPE Pipe $2,9.18'58 1110 1
' 'i
Quantity Unit Price Factor Total i 1 11 I01�
Installation = 2,918.58 li'', i;,l
60.00 x 44.50 x 1.0931 , III 11 •10 1
215' 26 00 00 00 0001 ea• Poulsen Lights(poles and Lights)P91 $117,205:4101
- Quantity Unit Price Factor Total • ' 1'1•W 1
NPP • Installation = 117,205.44 '1 I III
I
22.00 x 4,400.00 x 1.2108 1 it#hI,,
freight_and taxes- -- -- -- - -- - - i if 1fiiN
216!! 26 05 19 16 0045 MLF 3/c#14 AWG Cable-XLP(XHHW),600 V Copper,Stranded,Placed In $1,8'71126 III',1
!:'111,1!1
Conduit I ilj'i
Quantity Unit Price Factor Total I I 1 IIIIII I
Installation = 1,872.26 I I!I
I 2.00 x 856.40 x 1.0931 ; 1I11II1111
I ;I ' 11111 1111 I, I
Contractor's Price Proposal-Detail Page 18 ofl271i?
4/5;/I;016;1
1 i', I
011 11
I 1 . IIiI :1111
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Contractors Price Proposal-Detail Continues.. 1 Ii I! Ill I
I, 1
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II�I Il''I
Work Order Number: 038800.00 1 '1 111
Work Order Title: Parking Lot Re-developement P59&P91 III dllj I
i 1 111 I II„:11
P91',
i III 11 II' 1
217`; 26 05 19 16 0066 MLF 2/c#6 AWG Cable-XLP(XHHVV),600 V Copper,Stranded,Placed In Conduit $20,201!93 Illii
I I 1 111 1111
Quantity Unit Price Factor Total i II I Ir„
Installation = 20,201.93 ! III 1 i 1
i III 8.25 x 2,240.16 X 1.0931 , iI 111
218' 26 05 26 00 0099 EA 5/8"Diameter x 10'.Long Copper-Clad Ground Rods $1,430!04 Il I•
I111i ' 1'1
I' Quantity Unit Price Factor Total I I,1 II Ij i
11 1 Installation x x = 1,430.04 • f , 11
,II 23.00 56.88 1.0931 , I 1 I !I li l I
291 26 05 26 00 0179 EA Up To#6 AWG Cadweld Connection For Splice,Lug,Ground Rod,Rebar Or $1,388105 i�ll11 I
f i 111. f
I, Structural Steellncludes molds,materials and all necessary tools to make II I'.1'11`.1
connections. II .1 11111 j I
Quantity Unit Price Factor Total I
Installation = I 1,388.05
I'1 x x `I
23.00 55.21 1.0931 I I•I I!1!i I
220' 26 05 26 00 0180 EA #4 To#1 AWG Cadweld Connection For Splice,Lug,Ground Rod,Rebar Or 51,45115811V 1
I (
I'1 Structural Steellncludes molds,materials and all necessary tools to make ; I I I III I
I' connections. , I I!II II
I Quantity Unit Price Factor Total I f;1;1 II
Installation = 1,481.58
23.00 x 58.93 x 1.0931 I I'd i1 HI.I
21 26 05 33 13 1568 LF 3/4"Schedule 40 PVC Conduit With Glued Couplings $1,2190!1 I i I
1
Quantity Unit Price Factor Total 1 11 Il I I
1 1 Installation 680.00 x 1.64 x 1.0931 = 1,219.03 III �{
I'I , 1! i 'I;i1
1111
2221 26 05 33 13 1569 LF 1"Schedule 40 PVC Conduit With Glued Couplings 61,69910i ,I
Quantity Unit Price Factor Total 1 11,1 •I',i
01 699
Installation •� 1
x x = , . 1 1 11 I
785.00 1.98 1.0931 I: 11;1
2231 26 05 33 13 1570 LF 1-1/4"Schedule 40 PVC Conduit With Glued Couplings $1,456!20 11 119 I
Quantity Unit Price Factor Total : I'll :11;1 11
Installation 575.00 x 2.32 x 1.0931 = 1,458.20 - i 1 I II i''
24; 26 05 33 13 1572 LF 2"Schedule 40 PVC Conduit With Glued Couplings $8,20262,1 I1�
Quantity Unit Price Factor Total I 1 11,1;1
Installation x = i I 8,202.62 • I I+
11; 2,345.00 x 3.20 1.0931 I I 111 4
225 26 09 23 00 0360 EA Line Voltage,Recessed Mount,Combination On/Off And Dimming Control $138168;11"j
I ,'j If'llI`j 1,
I' Photocell(Sensor Switch RMR PC ADC) ( 11,I '11111
Quantity Unit Price Factor Total 1 I I1 �l'•
I Installation = 138.68 it '!1'19 1
1:00 x 126.87 x 1.0931 1 I I I II 111111!I
�
2261 26 22 13 00 0150 EA 30 kVA,480 Volt Delta 208Y/120 Volt,3 Phase,K-1,NEMA 2 Enclosure,150 $3,336190 1111 i
' Degree C Temperature Rise,Aluminum Windings,NEMA Premium Efficient Dry 1 1I II i1,
1 ,II,j,,I
1 Type Transformer I I 1 111'
111 Quantity Unit Price Factor = Total III 1 j I1,i�
I , • Installation 1.00 x 3,052.69 x 1.0931 3,336.90•
I;1 1 I II•II II.I II
� �,,a:�;1
22711 26 56 13 00 0098 EA 13'High Concrete.Octagonal Area Light Pole,Pink With Acrylic Coating,Finish $1,295!68',I I
I Design I I1 111,j I
I i I Quantity Unit Price Factor Total I �11;1
I Installation = 1,295.68 I iI,:I
1 1 1.00 x 1,185.33 x 1.0931
I I 111"I1:1
•
Pole for Panels I I, III:j•;
2281 26•56 13 00 0184 VLF 2'Diameter Concrete Base For Poleslncludes drilling in earth,rebar,bolts, $6,376l38,111;:l
1;I forms for exposed base,bolts and concrete. III•{ ,I
Quantity Unit Price Factor Total • I I , PI
I;; Installation 110.00 x 53.03 x 1.0931 = 6,376.38 III I i 1111;I
1 Concrete bases 2'wide x51 deep x 22 poles III`I I lII1 i
III ��iI,11:, �
2291 26 56 68 00 0003 EA 20'Steel Tapered Pole With Precast Concrete Foundation Sleeve $2,68510 f 11
• ' 9'1'I
p , , 11il�i,•1 (;11,,
Quantity Unit Price Factor Total . I,I ,1;i I
Installation x x = 0.00 I 1 '111
I�, 0.00 1,410.78 1.0931 I 1 •I 'hill
!i
III Demolition 10.00 x 245.64 __-x 1.0931 = 2,685.09 1 III I il'i I .
Contractor's Price Proposal-Detail Page 19 ofl27l.;I
4/5/2015!;.i,
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Contractor's Price Proposal -Detail Continues.. 1 ' ; Ili 1 I.;,I
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Work Order Number: 038800.00 1 I li 1111;,';
I I 11'1 1,1111.11
Work Order Title: Parking Lot Re-developement P59&P91 I II.I,Ili`
P91'I 1 Lll
11 1111
230' 26 56 68 00 0003 EA 20'Steel Tapered Pole With Precast Concrete Foundation Sleeve $11,8111!161111 1 11,1 I
I II 1 Iii j •Quantity Unit Price Factor Total I 1'11 Ilil; 1
I' '
Installation = 11,814.16 I 111:1 1"!;.
;I 22.00 x 491.27 x 1.0931 ! 1111;
1
This is to install Poulsen Lights only.Material was removed 1 ' I ,11!111
1,111i:�dl
1 �I1�1 91�{''
231 31 05 13 00 0006 CY Crushed Lime Rock Maximum 3-1/2" • $26,766113 I11f1111
Quantity Unit Price Factor Total 11'1,11 i!II I.
I I 1 11 ,1111,I
Installation x x = 26,766.13 I i li
1,102.00 22.22 1.0931 I 1 1..
I' This item is for lime rock just to raise the parking lots.475'X47'X16"=1102 111 II11II,!
J P 9 cy � I i li II 1N
�1
{ 111.i1 I'III.I
232! 31 05 16 00 0007 CY #57 Stone Aggregate Fill(#4 To 1") $38,251:23 1111;.
I 1'11 1.1 i
Quantity Unit Price Factor Total 1 111:11 iI1 i I
I Installation = 38,251.23 1 Illi:i
1 945.00 x 37.03 x 1.0931 !(1 ii; 1•
11 393'X5'X13'=945cy 1 I I.1 ;1I '1
i 1 1 I n ; I';
233. 31 11 00 00 0015 CY Machine Loading Of Cleared And Grubbed Material $219106 111•,1!j
I' f
Quantity Unit Price Factor Total i i II 11;�1
Installation = 219.06 111i I
1II
40.00 x 5.01 x 1.0931 1 1 ii �!i1a'
11!{.uII111
• 234II 31 13 13 00 0012 EA Up To 6"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting up $7,232147 lI l!i
11' tree,chipping and loading. ' III 11 j11I1
Quantity Unit Price Factor Total III 1i
1! Installation 26.00 x 254.48 x 1.0931 = 7- ,232.47 1 I.11 ill,1 i
i These are trees alone perimeter of project that need to be rooted and removed.This includes root ball and I 11 111'1.11
trees. Lk!!1Ii'i,
1
235 31 13 16 00 0004 LF Tree Trimming,Heavy Cutting>12"To 18"Diameter For Pole Line Construction $3,458164 rill,
1�1Ia
Quantity Unit Price Factor Total 1 I 1 f
Installation 2,379.00 x 1.33 x 1.0931 = 3- ,458.64 . I 11.1 1111;1,.
236' 31 23 16 13 0003 CY Over 12"Wide,Excavation for Trenching by Machine in Soil 1 1 1 1i '
g y $3!1183 ii,{
• .1
Quantity Unit Price Factor Total ` 1 1:1 111111 1
Installation 97 00 x 3.62 x 1.0931 = 383.83 1 111 11 11111!'
2371, 31 23 16 13 0003 0056 MOD For>50 To 250,Add $96149 il'1.!
Quantity Unit Price Factor Total 1 i 1'11, 11
Installation 97 00 x 0.91 x 1.0931 = 96.49 11:1 '11i,�,11
238, 31 23 16 13 0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $9,446„48'!1111!
11:•I-,I•Quantity Unit Price Factor Total 1 1 I 11'I.;I '
i �
Installation = 9,446.48 { ! I 1i
1,344.00 x 6.43 x 1.0931 I I 11;1111:!
I I;I 1• ftI
31 23 16 13 0005 0058 MOD For>1000,Deduct -$2,81 41 1
1
1 1 Quantity Unit Price Factor = Total I 1
11
Installation 1,344.00 x -1.93 x 1.0931 -2,835.41 1 I:11 II�11•
240' 31 23 16 13 0010 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled 62,4168111.1i11111:1)
I 'Materials by Machine 1!Ili jj
.I I
II 1
I i Quantity Unit Price Factor _ Total 1 ;,II
Installation 1,344.00 x 1.68 x 1.0931 2,468.13 ;.1
1i. 11'11�1.,
241'1 31 23 16 13 0010 0063 MOD For>1,000,Deduct -$7641161611111:;;
'I Quantity Unit Price Factor Total 1 I I'1 1 111,1
I Installation x x = -734.56 11,; .I II
1,344.00 -0.50 1.0931 I 111 ;111i!!!
242 31 23 16 13 0013 CY Compaction of Fill,or Subbase for Trenches by Vibratory Plate,Air Tamper, $3,452145 1l I 1!!
1, 1;1
Etcetera 1
!1.I
Quantity Unit Price Factor Total I:11! '
Installation = 3- ,452.45 1 I I
II 11;:1
1,344.00 x 2.35 x 1.0931 1 111,11 I 111{•I
1 111'; 111111T
' ,11 11!;
1 11x1. I I,.I
Contractor's Price Proposal-Detail Page 2ó'6f127 i.!.
p 11! 11;1111
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Contractors Price Proposal-Detail Continues.. •
1 i 1.1 ili'
I .I �1 j;1
I,1!l ll !
Work Order Number: 038800.00 111.1 !,111.:!,
Work Order Title: Parking Lot Re-developement P59&P91 ( III
1.; ! 1irl ulila
P911,I I !III': 111!'i
243' 31 23 16 13 0013 0068 MOD For>1,000,Deduct -$1,04308 111,1i.
11 Quantity Unit Price Factor Total I 1 II 1,!'1
„
1 1 Installation 1,344.00 X -0.71 X • 1.0931 = -1,043.08 1I I iII!
2441 31 23 16 13 0031 LF 4"Wide,24"Deep Trench,Medium Soil,Chain Trencher $1,360!25; ;H
1 1 I�.I 11111
i, Quantity Unit Price Factor Total , I 1,1
Installation 2,040.00 040.00 X 0.61 X 1.0931 = 1,360.25 • I I1 1 i
2451 31 23 16 36 0021 CY .Compaction Of Fill Or Subbase For Building Foundations and Other Structures . $393i37 I!I i a
by Vibratory Plate,Air Tamper,Etcetera 11! 11 i'
•
Quantity Unit Price Factor Total I II'i alI!it 1
Installation 97.00 X 3.71 X 1.0931 = 393.37 , I Ii 11 I;
I
I ' Silva Cell l 1I I.J1i1 i;
246. 31 23 16 36 0021 0021 MOD For>50 To 250,Add sik-1 101'
Quantity Unit Price Factor Total , :I ;I!1 it
• Installation X = 147.22 . I l„I a
91.00 X 1.48 1.0931 i 1 I,:ii 111111
247, 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $4,469105;II;I it
I 1 by Vibratory Plate,Air Tamper,Etcetera 111II I I I I
l'�, ! I �i,1!' I
Quantity Unit Price Factor Total 1 ,i !I
Installation 1,102.00 X 3.71 X 1.0931 = 4,469.05 •I +1111
248 31 32 19 13 0006 SY 14.1 Oz/SY,9,790 LB/FT Wide Width Tensile Ultimate Bi-Directional Woven $6,379155 I11�1„1
I ; I'I i fi',l;
Polyester Geogrid Fabric(Carthage Mills GX-1000) 1 1 I,) I
Quantity Unit Price Factor Total I I'1 II11
Installation = 6,379.55 I I I 'IlP
1,420.00 X 4.11 X 1.0931 I' I ',;,1,
Ili1
I Silva Cell 1 111 1 iiii l
249 32 00 00 00 0003 ea Silva Cells • $37,199 34 `IIlt 1!I i
Quantity Unit Price . Factor Total ', �i
• •NPP • Installation 37,199.34 !i 1;I 1
41.00 X 749.34 X 1.2108- ;,1 II,1 P91 1 1• ;,_;Lii 11,1
I,:
250, 32 01 90 13 0001 MSF Fertilizer-2 LB Of Nitrogen/MSF(Granular) $25570"!;1 it
i l dill'
Quantity Unit Price Factor Total i 11, ',';l
Installation = 255.70 'ii 1 '1,1
43.00 X 5.44 X 1.0931 i 1 I;;I ,,I!I it
21 32 11 16 00 0014 SY 8"Thick FDOT Limerock • $4,494137 111:+!I I
,; Quantity Unit Price Factor Total 1,i,1 1111'11
Installation = 4,494.37 1 11 I1'
242.00 X 16.99 X 1.0931 111 1 1
I Trench restoration 310'X4'=1240/9=138sy+lime rock around structures 25sy 1 l 1, 11 11:
252; 32 11 16 00 0014 0011 MOD For Up To 500,Add $1,063141 Mil
i 1' 1;I'I.
• Quantity Unit Price Factor Total 1 1
Installation X X = 1,063.41 i . !1 II 1
I 242.00 4.02 1.0931
Iia :11111
I " �1i'i �
253 32 12 13 13 0001 SY Tack Coat,0.1 Gallon/SY $1,328.87;,11!1;1
1 Quanti Unit Price Factor Total� i1i
ty i ! ■ 1�i
Installation = 1,328.87
i I'' ' 'i
2,481.00 X 0.49 X 1.0931 1 11'1I 111111
254' 32 12 16 13 0040 SY 2"Thick Leveling Course,S-I And S-III $46,7 61'74 1 11,11.1
Quantity Unit Price Factor Total I' 1 1 I'
Installation X X = 46,710.74 11 P i'1
4 3,267.00 13.08 1.0931
1 I
490X60=29400/9=3267 ! i i ,I it;l
255' 32 14 11 00 0002 SF 1"To 2"Sand Bedding,Screeded $961193 111",1',1
I Quantity Unit Price Factor Total 1 1 Ii II '11,1'1
I _ I'j.I,1L'�I
Installation 2,200.00 X 0.40 X 1.0931 = 961.93 1 II;I 11 i'1 I
I1 I i iy ;lll.1
II „i
111' 1111:
Coritractor's Price Proposal-Detail Page 21 1MI27111:I I
I 4/5/2016! ;
I'. ' ;'
1111
�1 ,111,1,1 I
Iii, i,1
III!, ,'!119,'1
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Contractors Price Proposal -Detail Continues.. I , I iii:.h.
1111 !i ,;,
•
, 1
I I HI1 11;,;1 .
I
Work Order Number: 038800.00 111 I 'llii
I ,I;1 iiIli, '
Work Order Title: Parking Lot Re-developement P59&P91 !1' i1!�;
II 1 •,;I !ti,l
I I
P91' . , ,1,! I,,!,.,
fI1I;1iI1�!
256! 32 14 16 00 0003 SF 4"x 8"x 2-1/4"Brick,Laid On Edge $10,6115109'1111.1.
. 1 111; 1;1
Quantity Unit Price Factor Total f 1 III 11 I i
Installation = 10,615.09 f Ill!I1 I
I 975.00 x 9.96 x 1.0931 I II II Ii{II,';
,
1 I'WI '.I,
257; 32 14 16 00 0003 0102 MOD For 2-3/4"Thick Paver(Vehicular),Add $6,0176154 IV;1
' Quantity Unit Price Factor Total i II ;I'I �'
Installation = 6,076.54
850.00 x 6.54 x 1.0931 1 H i l l j I i.,•
2581 32 16 13 13 0002 LF 6"X 12"Cast In Place Concrete Curb $24,084187�1ij1 1
1, 1 1!1.11 „1!111
Quantity Unit Price Factor Total 1 1 11;11 111'.1
Installation =x 6.79 x 1.0931 24,084.87
I I!,!h !Ili;!II
259: 32 16 13 13 0002 0078 MOD For>1,000,Deduct -$5,249'7211'1)
I 1,,
Quantity Unit Price Factor Total 1 I III I,',,
I It1 ,III1''
Installation x x = -5,249.72 I{
3,245.00 -1.48 1.0931 I I�11)
I,� I! � ,t,n
250 32 16 13 13 0031 LF City Of Miami Beach New,Reinforced Straight 12"X 12"Concrete Curb $1,0131189 uI:�
1.
I;I f
1,. Quantity Unit Price Factor = Total I , 1111 i.i
Installation x x = 1,031.89 I I,II {`I1!!
1 80.00 11.80 1.0931 1 il
251, 32 16 13 13 0033 LF City Of Miami Beach Replacement,Reinforced Straight 12"X 12"Concrete $1,818104 ti!1''
1 ' Curb 1 1 1 II 1 II:i 11!
Quantity Unit Price Factor Total 1111 11;1!1
Installation = 1,818.04 1 I !ill }i;
110.00 x 15.12 x 1.0931 III! II Ii I
2521 32 16 13 13 0054 LF 6"x 42"Concrete Gutter With 6"Curb And Face-Straight $10,766!86 1 11;1'•
1 Quantity Unit Price Factor Total ( 1I i f
Installation = 0.00 1 {'
0.00 x 23.15 x 1.0931 11 ill
`' 1,148.00 8.58 1.0931 = 10,766.86 I I 1 I'111'
1 Demolition x x i VII;
263 32 16 23 00 0002 SF 4"Cast In Place Concrete Sidewalk $12,486126 i Ij'�II
Quantity Unit Price Factor Total i I'l I ;l,l!,
Installation 3.34 x 1.0931 = 12,486.26 11'il .1 ,'
i I; 3,420.00 x I l,!1
254' 32 16 23 00 0002 0094 MOD For>1,000 To 5,000,Deduct -$78506 1111'1
I I ;I'! I�i 1'
Quantity Unit Price Factor Total , I Il li !i;�i
• Installation x x = -785.06 I ij li�:•i
3,420.00 -0.21 1.0931 I I VIII I l•,
255 32 16 23 00 0004 SF 6"Cast In Place Concrete Sidewalk ��
! $1,783172 1 'I{;I
Quanti Unit Price Factor Total 1'tl1 l�a
Installation x x = 1,783.72 i I II;�'
410.00 3.98 1.0931 !!!) 111;1 !11;111
266' 32 16 23 00 0004 0093 MOD For>100 To 500,Add ; •.1I'
$11 921711,I 111;
i
1 i! Quantity Unit Price Factor Total 1 1111 I II11,;
' Installation = 192.71 !III∎I (li,
I 410.00 x 0.43 x 1.0931 V I I I i, �I,F
257 32 16 23 00 0006 SF 8"Cast In Place Concrete Sidewalk $12,072126 I1;it
1 1 �1111 III '
Quantity Unit Price Factor Total
1 Installation = 12,072.20 t• i,
2,200.00 x 5.02 x 1.0931 III 11 1'
! I
This is for base under pavers.30X30 X 3 , ; III 1 II III
250 32 16 23 00 0006 0094 MOD For>1,000 To 5,000,Deduct -$625125, I I '
1
Quantity Unit Price Factor Total 11,1 I 1 it
Installation = -625.25 X11 1;'1
2,200.00 x -0.26 x 1.0931 ! I II i1'
2691 32 16 23 00 0006 SF 8"Cast In Place Concrete Sidewalk 1 1-i ;Ili
$54 8174; 111!11
I ;
Quantity Unit Price Factor Total 1 j1 i'!I
Installation x x = 548.74 ;I! I,
i I 100:00 5.02 1.0931 1 � ,,III I 1
111 Meter stations I '„1;1111-
1
1; i I I I� ;tI.1''
jj `.11111
`I I Ilil� ':I'
Contractor's Price Proposal-Detail Page I I I
p Pa a 22Iofl2711,1
I■' 4/5f201.6'I1
,1 !I ' ;111
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Contractor's Price Proposal -Detail Continues.. �il I I 1
1'' jll 111
1IIL II!
W O rk Order Number: 038800.00 111 I I!III
I' I �l i III!II
Work Order Title: Parking Lot Re-developement P59&P91 1 1i! 11 III
I! I •
P911 1 I ill l �l0.11
270' 32 16 23 00 0006 0092 MOD For U To 100,Add 1 6 Ill,l 111'1!
Up $208,78 1,0,1
jll
Quantity Unit Price Factor Total 1111 11'1' '
1• Installation = 208.78 i I I �l'P
100:00 x 1.91 x 1.0931 1 1 11,11 ,l it i1
2711 32 16 23 00 0009 EA Finish Concrete Handicap Drop Section In SidewalkExcludes patterned $3 !g7!111 i1
111 (tactile)finish. lit ll 11;1 �I
1 1 11 I I I,
, Quantity Unit Price Factor Total l;j I III
Installation 8.00 00 x 45.12 x 1.0931 = 394.57 . 1 l!�I i1:1 1�
' 4 1 Bill j l It;l
272 32 17 13 19 0005 EA 6"x 10"x 6'Precast Concrete Wheel Stop $3,413:,1 1 1 I
1 Quantity Unit Price Factor Total 1 j 1111
Installation = 3,483.71 I I it it
1 100.00 x 31.87 x 1.0931 111 1 1 III,;
273. 32 17 13 33 0001 EA Remove And Relocate Precast Concrete Wheel Stop $21161140 I1 111 l
Quantity Unit Price Factor _ Total I I I I Ii
i l
1 ! Installation = 218.49 l 111!i
19.00 x 10.52 x 1.0931 1 1 1111 11114;
� Hi ��
24, 32 17 23 13 0022 EA Turn Lane Arrow,Epoxy Reflective Pavement MarkingApproximate overall $139!52: II
dimensions:6'width x 8'height. 1l 11 1111
Quantity Unit Price Factor Total !li 1 I•'1
Installation = 139.52 •�II
2.00 x 63.82 x 1.0931 X11 ,111;11,1
1; � :I�ltl 111;,;'
275', 32 17 23 13 0066 LF Single 4"Wide Solid Line,Painted Pavement Striping for Parking Areas $769:67!'i1!I1!
l
,Quantity Unit Price Factor Total 1 111 !I Ill'•I'
Installation = 769.67 • I III
I 1,214.00 x 0.58 x 1.0931 1Illl Iii' ;
( � �I.., I11�1s
2761 32 17 23 13 0084 EA Handicap Symbol For Van Parking Stalls,Painted Pavement Marking For . $72:51 1 11111
I Parking AreasApproximate overall dimensions:4-1/3'width x 5'height.White lilt ,,1'-,1t1
1 or blue symbol.Excludes striping. 11 I'
1 Quantity Unit Price Factor _ Total 1 1111 , 1Hii
Installation x x 72.51 I l i
• 1 1 3.00 22.11 1.0931 1 II1 I.1,'
� I �u h 1111
27, 32 17 23 13 0084 EA Handicap Symbol For Van Parking Stalls,Painted Pavement Marking For $72[51 I i!
1 !
Parking AreasApproximate overall dimensions:4-1/3'width x 5'height.White I j 11` 111;'11
or blue symbol.Excludes striping. II 111111
111 II
i Quantity Unit Price Factor Total
1' Installation x x 72.51 1 II,I I I'1 Ill
111 3.00 22.11 1.0931 I I 111,1
278; 32 17 26 00 0003 SF Cast In Place VPC Truncated Dome Detectable Warning SurfaceAlso raised $3,702133 j 111;!;I
strips or directional bars.All colors. ;1j 1
1h
Quantity Unit Price Factor Total I III '
Installation 100.00 x 33.87 x 1.0931 = 3,702.33 111 'lj,.It,
III 111,111
279' 32 31 13 00 0217 LF 4'High Fence,Vinyl Plastic Fence Insert ‘3,50612411111111
111 .1111�
1 Quantity Unit Price Factor Total R 1 1I I I!^'
1, Installation 750.00 x 4.35 x 1.0931 = 3,566.24 1111 l
If 11111i i"1;
„ I
280; 32 84 13 00 0049 EA Adjustable Stream Bubbler With Spike For Drip Emitter Irrigation Systems $1I 1178'Iilidill
1 I ;I 'I l•
Quantity Unit Price Factor Total I 111 111 Il,1
i Installation 14.00 x 9.33 x 1.0931 142.78 1 I!it i 111 i;III
1.
1llln �Il.0•
289; 32 84 23 00 0012 EA 6"Pop-Up Height,.Spray Sprinkler Head With Pressure Regulator $1,852:31 Il ,1 1.
1 I ,Quantity Unit Price Factor Total 1111 i 111;1
1 Installation 55.00 x 30.81 x 1.0931 1,852.31 i Hill 111101
I'' I lllln 1 1;111
• 282' 32 84 23 00 0075 EA 1-1/2",5 To 200 GPM,Plastic,Electric Remote Control Irrigation Valve With $1,1.42105 jI 1,1,11
1 Pressure Regulator And Scrubber Valve j 1 1 it `lI�;�•`' Quantity Unit Price Factor Total 1111 I 11111
;1 _ I
Installation = 1,142.05 ' 1I; I 1
111 3.00 x 348.26 x 1.0931 1 1 1 1 111!111
t l luc it ,',,I
283' 32 84 23 00 0120 EA 33.1"x 23.8"Rectangular Irrigation Valve Box $6.73'77 it II!I,
Quantity Unit Price Factor Total i 1 11 ! ;II
Installation x x = 673.76 1 1 MI
I 1 13.00 205.46 1.0931 111 1;11.1
• 1 ,11 i1 IIL11
Contrctor's,Price Proposal-Detail . Page 23 iof 27;;1111
1 415/2016111,1 1
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Contractor's Price Proposal-Detail Continues.. I)il �I 1;
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I i!I1 111'1,
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Work Order Number: 038800.00
I 11 '1'i
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Work II II Order Title: Parking Lot Re-developement P59&P91 11ll Il I,I
P91`,I li!lil ilil:li'j
284;! 32 84 23 00 0175 EA Automatic Rain Shutoff Sensor For Irrigation Controllerslncludes adjustable $93:7711;i1,
1 sensing probes. 1 111! !!141
1, ' i ' �ji,l
1, Quantity Unit Price Factor Total 1,III 1 j!,I1'1
Installation x x = 93.77 111 II1i1,1
l
1:00 85.78 1.0931 i 111 it 1I I I1 i1
2851 32 84 23 00 0292 EA GPRS Radio Modem Communication Option For Irrigation Controllers(Calsense $1,85811 1 ii`'
i, GR) I.
11111 11 ;;,1
Quantity Unit Price Factor Total I 11. II
I
x x = 1,858.13
,858. liii i1
1 Installation 1.00 1,699.87 1.0931 l ii
II I
� I 'I I • ,11�
286! 32 84 23 00 0387 LF 2"Poly Pipe,80 PSI,NSF $607198! ■,.
Quantity Unit Price Factor Total I I''11 �i 1,j
11 Installation 180.00 3.09 607.98 t'! I'ii
x x 1.0931 I
I l.il .jl•
I •
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2871 32 91 13 16 0003 CY Hardwood Bark Nugget Mulch $2,864180:Il!h''
!II'i' :Ilk
Quantity Unit Price Factor Total • III!;! Ali i i
' 11 Installation = 2- ,864.80 ,Iii ! i I'
52.00 x 50.40 x 1.0931 I,11■! 1l.,ii I!!
288. 32 91 13 16 0011 CY Stone/Gravel Mulch $6,357147' 11,
Quantity Unit Price Factor _ Total 111 1111
40.00
Installation x x 1 0931 6,357.47 ; 'III 11
40.00 145.40
1i'1 1:11, 1
; wash pit . 111111 'Iiis!,i
289, 32 91 13 16 0011 0275 MOD For>20 To 50,Deduct -$43330!111 oil
I; Quantity Unit-Price Factor _ Total III lil
Installation -433.30 • 1 '�i i!
40.00 x -9.91 x 1.0931 ,1;;i !11111+1
290! 32 91 13 36 0019 SY Remove Sod With Machine • $270!66 I 1:j111
1, '
Quantity Unit Price Factor Total I ! :1; ,i i;
Installation = 270.00
x x I .;1,11
950.00 0.26 1.0931 !1 II it 11
299 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $2,868!13 I.i 1;.
I Quantity Unit Price Factor Total ; ,' • ; ,1
Installation 97.00 x 27.05 x 1.0931 = 2- ,868.13 • 1i:111 lri,;
2921 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $3,666!48 j ,■11
Quantity Unit Price Factor Total 11.1 '11�,1i 1
Installation = 3,666.48 1 ;111 ; i11 I
, 124.00 x 27.05 x 1.0931 !1 li 1 111„j
' i 1..,,,,,
293; 32 92 23 00 0039 MSF >1,000 To 4,000 SF,St.Augustine Floratam Sod,Installed On Level Ground $5,026:16 i,,.,,
i
Quantity Unit Price Factor Total I !, •li',' !
Installation = 5- ,026.16 ! '+
8.00 x 574.76 x 1.0931 1!�l II Il•F
�I
294, 32 93 13 00 0054 EA 10"Ficus pumila-,Creeping Fig - $7591j14 I�!I'1'f
i Quantity Unit Price Factor Total
l i���l l �'j'I',i
- Installation = 756.14 i
81.00 x 8.54 x 1.0931 ! li 1 illlll ij'
1 Green Island Ficus 1 i111 111(,1;'
295; 32 93 13 00 0115 EA 1 Gallon Polyodium scolopenrium-Wart Fern $5,6'71186 Ilk
i�
Quantity Unit Price Factor Total '111'1 , iI'
Installation 1,215.00 x 4.27 x 1.0931 = 5,671.06 i j Il1l I�!'1
1 1; I•!1. 1 •
2961 32 93 13 00 0180 EA 3 Gallon Muhlenbergia capillaris-Hairawn Muhly Grass $798!85 1'11`
r,',
f, Quantity Unit Price Factor _ Total 1'1 �1I,';,�
Installation 107.00 x 6.83 x 1.0931 798.85 ,1111 �I,I1'I
I,
2971 32 93 13 00 0209 EA 3 Gallon Tripsacum dactyloid-Dwarf Fakahatchee Grass $3!1 i II6 VI);I'I
I Quantity Unit Price Factor Total ;1.'10 I
Installation 43.00 x 7.69 x 1.0931 = 361.46 ll'H �
I �I1I 11 l.� li
� alj '111
1111:11 II111 !
Coritractor's Price Proposal-Detail Page 24 iof.1217j;I'il
i 4/5/201611:
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Work Order Number: 038800.00 I1{1 .I;;.
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Work Order Title: Parking Lot Re-developement P59&P91 1I '''
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1291!ii I 1111]II4
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298 1 e ;Hi! I 32 93 .33 00 0063 EA 7 Gallon Chrysobalanus icaco-Red Tip Cocoplum $9,6i i i 1,
Quantity Unit Price Factor Total . 1 1II 1111111
Installation 346.00 x 25.62 x 1.0931 = 9,689.81 1 11111'� 1:
11 11111111111.i11.111.%111
2991 32 93 33 00 0164 EA 3 Gallon Ilex vomitoria'Nana'-Dwarf Yaupon Holly $1,381159! j il' 1 .
11'
Quantity Unit Price Factor Total I i1 11.1
1
Installation x x = 1,381.59 I `�'
148.00 8.54 1.0931 I X111 !11,11{
1 uu 1;1;1
• 300 32 93 43 00 0151 EA 11'To 12'Coccoloda diversifolia-Pigeon Plum $1,568129 If I'i�1
1 l'I 11 I;�
' Quantity Unit Price Factor Total . 1 11 111;
Installation = 1,568.29 III"`;10
i 7.00 x 204.96 x 1.0931 11111 !' ('
3011 1 32 93 43 00 1105 EA 15'To 16'Phoenix sylvestris-Wild Date Palm $7,1691134 1ft' Quantity Unit Price Factor _ Total 11'
j Installation 7,169.34 Hii ;1 18.00 x 819.84 x 1.0931 ! '1.III
I' 'i
11 Wild Tamarind 1 ?�;, 1 I°.I j'
3021 32 93 43 00 1170 EA 5'To 6'Saba!minor-Dwarf/Bluestem Palmetto Palm 1 $1,2;15140;flip'II
i 11;!11 ;''�II;L
;I Quantity Unit Price Factor Total i 1 11111 1;11
I1i11 i 11.
1 Installation = 1,215.40 11'I 1,
1 7.00 x 158.84 x 1.0931 I I !
11111, X1'1
I.i I
3031, 32 93 43 00 1216 EA 5'To 6'Thrinax radiata-Florida Thatch Palm $4,7104188111111
1 1 1; II"
1 Quantity Unit Price Factor = Total 1 11 ,p,
1 Installation 21 00 x 204.96 x 1.0931 = 4,704.88 1 1 1 11 ',;!
. i 11 11 ,011 1
304' 32 93 53 00 0015 EA 30 Gallon Container Tree Planting $2,8157168 111
Il ,y1
' 1111,1 ; '111
. 1 f
Quantity Unit Price Factor Total
Installation = 2,857.68
21.00 x 124.49 x 1.0931 111;1 111,111
305; 32 93 53 00 0015 0252 MOD For>10 To 25,Deduct -$142178 I,111
t.
Quantity Unit Price Factor Total i 11 � i�,
Installation x x = -142.78
21.00 -6.22 1.0931 I' 1
III ' :11
3061 32 93 53 00 0018 EA 6'Balled And Burlapped Tree Planting $501134 1 11 111
I iI
1 1 Quantity Unit Price Factor Total 1 1`! 1:111
Installation 7 00 x 65.52 x 1.0931 = 501.34 1 1111! 1 11';1;'
I I1i11 ' 1111 I
,!d
3071 32 93 53 00 0022 EA 12'Balled And Burlapped Tree Planting $1,1173T611111 1
Quantity Unit Price Factor Total 111;!
Installation = 1,173.16 ; 1?I
7.00 x 153.32 x 1.0931 11
. ,1 i III ll'+
308' 32 93 53 00 0024 EA 16'Balled And Burlapped Tree Planting , 1 '
Quantity Unit Price Factor Total 1 1111 H 11
I Installation = 1,862.29 I 1 111 11'I.
8.00 x 212.96 x 1.0931 1 ,,11,1 ! 14
� i 1,1 111 u�':
309 32 93 53 00 0034 EA 1 Gallon Container Shrub Planting $494!06 1 1 i 11,
1 1 Quantity Unit Price Factor Total 1 111 111 1 1 111
11 Installation 81.00 x 5.58 x 1.0931 = 494.06 I I I'..1
1 1 1 11,1 I.;+11
1 �i11� ;1.+'i
3101 32 93 53 00 0034 0258 MOD For>50 To 100,Deduct -$9911,7 1 ,I 1,
1 Quantity Unit Price Factor Total 1';I 111 ; 1:1!1.•Installation 81.00 x -1.12 x 1.0931 = -99.17 • 111111 i 11111
3”1 32 93 53 00 0034 EA 1 Gallon Container Shrub Planting $7,4018911 111
J Quantity Unit Price Factor Total 1 1 1 j i III III
I Installation = 7,410.89 I I 1 111,111
• 1 1 1 1,215.00 x 5.58 x 1.0931 1 1111 11 111 11
II
3921 32 93 53 00 0034 0259 MOD For>100,Deduct • -$2,2117195 i ;1 i�.
I ; .
j Quantity Unit Price Factor Total ,I 1' •u li
1 Installation 1,215.00 x -1.67 x 1.0931 = -2,217.95 • 11!III '11'1
I 1, ! 11,
111 1 11,11;1
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1
Contractor's Price Proposal-Detail Page 25 Hof 211�',i 1.�
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Co' !tractor's Price Proposal -Detail Continues.. 1! '1,j�,'
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Work Order Number: 038800.00 I I
111
Wo'rk Order Title: Parking Lot Re-developement P59&P91 • i 1H II 1 i1 I.r
lit 1 ;1111 ;111
P91111 ! !111111iII11,1
3931 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $1,149!73 ',I'
Quantity Unit Price Factor _ Total 1 1111 ';.
h
1 1 Installation = 1,149.73 ; I;► I jl'.I I:
107.00 x 9.83 x 1.0931 I'!I' I!
314; 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $462104 l 1;II
;; I 1 1 1 I i.i'I
Quantity Unit Price Factor Total II ; II i I '
Installation 43.00 x 9.83 x 1.0931 = 462.04 I ' II '
I.!►I i I,;ll.
1 , IrI11.1,
315' 32 93 53 00 0036 0257 MOD For>25 To 50,Deduct -$57181 II I
11 . IP IIhl
Quantity Unit Price Factor Total III, ! I;;I'I
Installation 43.00 x -1.23 x 1.0931 -57.81 ; III ; I:1 i I !
I l i 1 11j i•,.;� {
316! 32 93 53 00 0036 EA 3 Gallon Container Shrub Planting $1,59012 i 'I;;
Quantity Unit Price Factor Total If ' I I'
I; Installation 148.00 x 9.83 x 1.0931 = 1,590.29 I !Hi!! ;I:1I'
1 11:1; ;II.
317j 32 93 53 00 0036 0259 MOD For>100,Deduct -$477125 i .�I'
I I 1 �
Quantity Unit Price Factor Total ,I;,;! I I�'
I Installation 148.00 x -2.95 x 1.0931 = -477.25 II' I,II. ,,
318 32 93 53 00 0039 EA 7 Gallon Container Shrub Planting $8,42I6!58; .I,,
Quantity Unit Price Factor _ Total j : I I ill
I I 1 Installation 346.00 x 22.28 x 1.0931 = 8,426.58 i I�II i ►'I
319 32 93 53 00 0039 0259 MOD For>100,Deduct -$2,526146;
• I
r
I' i I,.
1 IjQuantity Unit Price Factor Total I! :.'d'
' Installation 346.00 x -6.68 x 1.0931 = -2,526.46 I i i'
I I ill i; �!1;
3201 32 94 49 00 0005 EA Tree Guying 3"To 4"Caliper,3 Stakes $704!85! II;
I II Quantity Unit Price Factor Total I 1f
Installation x x = 704.85 I�I l ,I,.
22.00 29.31 1.0931
i , i I; 'I I
329 32 94 49 00 0014 EA Tree Wrap,>2"To 4"Caliper Applied Ground Level To First Branches Of Tree $177172; III':
i
Quantity Unit Price Factor Total 1!I I ' ;;;;
Installation = 177.72 i;I '!,!;'. I •
22.00 x x 7.39 1.0931 1 1 11 ;l i l l
3221 32 94 49 00 0020 EA Stake Out Trees Or Shrubs $4,465129 I��i'1,I� ,
1 1�1'; i ,l n
I I Quantity Unit Price Factor = Total 1 I I'il II ,
I
Installation 1,983.00 x 2.06 x 1.0931 4,465.29 I . '11
i It!�I,,IIi,1
329; 33 01 30 51 0073 EA Vacuum Out 1 To 2 Catch Basins Or Manholeslncludes vacuum pump $946168 iWI I I,
I' equipment. I�!� ;
1' Quantity Unit Price Factor Total . '1
= 946.68 ;! l i;;l
Installation x x 1
1.00 866.05 1.0931 11 !I f
This is to clean out existing structure that we will be coring into ! I I I,I, i ;;
324 33 39 13 00 0108 EA Seal Gap Between Pipe And Structure With Brick And Grout $1,0$612 , ;;,
I I Quantity Unit Price Factor Total 1 1
,i!i�
1; Installation = 1,086.26 I 1I I r
i; 11.00 x 90.34 x 1.0931 , I I,I1I 111.
325; 33 41 13 00 0319 LF 15"Coupled,Single Wall,Corrugated HDPE Pipe $968171; III
I ; Quantity Unit Price Factor Total 'II I{ 1I ,Ii
I I I
! ; Installation = 968.71 111 i' 1
I. 60.00 x 14.77 x 1.0931 1 ICI 11 I,,,1,
326j 33 41 13 00 0319 0034 MOD For<100,Add $10213,1. i'r;!,;1.
Quantity Unit Price Factor Total 1 ;!i NIl
II
Installation 6000 x 1.56 x 1.0931 = 102.31 I I Il1 I
3271 33 41 13 00 0350 LF 18"Coupled,Perforated,Single Wall,Corrugated HDPE Pipe $7,261146,' lI ; 1
1 Quantity Unit Price Factor = Total 'I I 1 1 'h
I.i '
l . Installation = 7,261.46 ! ' , I,
► 350.00 x 18.98 x 1.0931 I 1 ; ,I �)I;;
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!'I 1
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Contractor's Price Proposal-Detail Page 26of 27 111'
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4/5/20161,;II
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Contractor's Price Proposal-Detail Continues.. ( !II! 1I:;
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Work Order Number: 038800.00 I I'i'I !t I I
I I'I I� I' +
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Work Order Title: Parking Lot Re-developement P59&P91 i II 1 I I lj
111
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P91I I;;,1 ;I l l r
3218' 33 41 13 00 0441 EA 15"Self Adhering Gasket,Corrugated HDPE Pipe $227i415 it l;i:,
' Quantity Unit Price Factor Total 1 1 !i II ;I 11,
Installation = 227.45
.I I
1 2.00 x 104.04 x 1.0931 i , 1l 11 .I ,I Ii
+ I
329 33.41 13 00 0442 EA 18"Self Adhering Gasket,Corrugated HDPE Pipe $1,067;51 ,l'.;1
it l! 'i,;�;1 .
Quantity Unit Price Factor Total - 11,i I �1;
Installation = 1,067.51 i I I ' 11 I •
I 9.00 x 108.51 x 1.0931 I :III .II'1,� I
330! 33 44 13 13 0532 EA 24"x 36"Cast Iron Catch Basin Frame And Cover $6,52b54! 1.
III:II 1+ '
Quantity Unit Price Factor Total I
Installation x = 6,525.54 Ii!I ' I 1
I I 6.00 x 994.96 1.0931 I1,I .l II!.
331 33 44 13 13 0547 EA Inlet,Curb Type P-5,<10',Alt G-Grate $3,442.05 l i j;.
I 1 Quantity Unit Price Factor _ Total 1 1 II I '1:'1
Installation x x = 3,442.05 il'! l;
1 1.00 3,148.89 1.0931 1 1 1 j I .
1'
I. This is for existing structure being converted to manhole structure I 1 1 II .I.?a:
332j 33 44 13 13 0579 EA 44"Diameter Galvanized Steel Pyramid Trash Rack With BaffleFor 36"inside $151 81 l98 1 ;,I
I
diameter concrete pipe. id! , 1 II i 1
Quantity Unit Price Factor Total {''I "III
Installation
6.00 x 2,314.82 x 1.0931 = 15,181.98 iI,I E 1,
I..I
3331 33 71 19 00 0011 EA 14"x 20"x 12",Electric Pull Boxes,Precast Concrete $10,993!00. ' it
;11+1) I,�
�
I Quantity Unit Price Factor Total 1. 11 1'1"
Installation 24.00 x 419.03 x 1.0931 = 10,993.00 I ; I I
11 ',
3341 34 71 13 26 0147 LF Box Beam Median Barrier Galvanized Excludes Splices $3,8531.12 i I; l
I Quantity Unit Price Factor Total ■X1111 !+II,
I j Installation x x = 3,853.12 ;1.•11 , it
1 I 145.00 24.31 1.0931 I
Root Barrier I II�I 111'
iI1 iiillj 111+�II
Suot'otal for P91 $771,607"917i?;:I I
1 1.111 11,.
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Proposal Total $1,515,9601112211:1
l' i
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This total represents the correct total for the proposal. Any discrepancy between line totals, 1 IV
subtotals and the proposal total is due to rounding. ' 1 j I 1 ,,i i! I
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The.Percentage of NPP on this Proposal: 22.08/o
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Page 27 of1271.,i!`
Contractor's Price Proposal-Detail g , 1;1„ li
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THE GORDIAN GROUP!! i''• , ;I
Subcontractor Listing I'
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Date: April 05,2016 • II II •Il I 1
I 1 IQC Master Contract#: FL-MDCAU06 052014-MEI III! III;i
Re:.
Work Order#: 038800.00 III I II', I
1 Owner PO#: i III Ill 1 ;1
Title: Parking Lot Re-developement P59&P91 I L�
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Contractor: Metro Express Inc. j I' h "
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I Proposal Value: $1,515,960.12 1 1111 ',I' il
P ,1111 11 I ■ .I
Nam i of Contractor Duties Amount ! %I'; f!11 I '
''I $0.00 1 '6.1060'1111
No Subcontractors have been I 111 III ill i!
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COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach,Florida,Accepting The Recommendation Of The City Manager,
And Authorizing The City Manager To Execute A Work Order With Metro Express Inc.,For The Renovation Of Two(2)Surface Parking Lots
P59 And P91 Utilizing The Competitively Bid National Joint Powers Alliance(NJPA)Cooperative Contract,In The Not To Exceed Amount Of
$1,515,960, Plus Ten Percent Owner's Contingency In The Amount Of$151,596 For A Total Amount Of$1,667,556: Partially Utilizing
Previously Appropriated Funds And Funding From The 4th Amendment To The FY 15/16 Capital Budget.
Key Intended Outcome Supported:
Build and maintain priority infrastructure with full accountability.
Supporting Data(Surveys,Environmental Scan,etc:The 2014 Customer Satisfaction Survey indicated that over 77%of residents
rated recently completed capital improvement projects as"excellent"or"good".
Item Summary/Recommendation:
Parking Lot P59 is located at 4001 Prairie Avenue and P91 is located at 501 72 Street.The existing lots are in poor condition and in
critical need of reconstruction and renovation.
On July 29,2015,the City engaged the services of Biscayne Engineering Company Inc.,for the Design and Construction Administration
services.The design includes storm drainage,paving,grading,landscaping,irrigation,and lighting in accordance with current City code
as well as compliance with ADA requirements:
ANALYSIS
In the interest of time,the need for the surface parking lots facilities and in order to comply with the Parking Department's request to
renovate during the off-peak season,May through September,the City has chosen to expedite this project and utilize the Indefinite
Quantity Contract (IQC) process. The IQC process, which is used extensively by local, state and federal governmental agencies
throughout the United States,expedites the delivery of construction projects.The City,as a governmental agency member,is authorized
to utilize the IQC contract for construction services competitively awarded by the National Joint Powers Alliance(NJPA)to the Gordian
Group,the Managers of IQC.
Through the NJPA process,Metro Express,Inc.was identified as the contractor that has the qualifications and experience in performing
the identified scope. On February 12,2016 the City and the Gordian Group met with the contractor to review the scope for the project.
On April 5,2016,after negotiations,the Contractor submitted a revised bid proposal,utilizing the NJPA cooperative contract system
(Exhibit A)in the amount of$1,515,960 for the renovation of the two surface parking lots.
The IQC proposal received exceeds the$250,000 threshold limit approved by the City Commission for projects through the NJPA IQC
contract award. Accordingly, approval is required from the City Commission in order to move forward and in an effort to meet the
proposed completion goal of October 2016,to coincide with the peak season usage of the surface lots.The total contract amount to be
approved is$1,515,960,plus owner's contingency in the amount of$151,596,for a total of$1,667,556.
The cost proposal was reviewed and analyzed by the consultant,CIP and the Gordian Group and was found to be fair and reasonable.
In order to comply with the Crime Prevention through Environmental Design(CPTED)photometric(light measurement)requirements of
the City,the design engineer has found that the necessary light poles should measure a minimum of 15 feet tall.However Section 142-
1132(k)of the City Code prohibits the use of lightpoles taller than 10 feet,within the setback.
A request for a waiver of this section of the Code will be presented to Commission at the May 11,2016 meeting to allow a greater height
for light poles as an allowable encroachment in the setback. If approval of this waiver is not granted,a construction change order will
need to be processed to implement a revised design in compliance with the referenced code section.
THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION.
Source of Amount Account
Funds' 1 $460,000 480-2747-069357—Parking Operations Fund
2 $347,787 Subject to Capital Budget Amendment
3 $315,000 480-2744-069357—Parking Operations Fund
4 $544,769 Subject to Capital Budget Amendment
()BPI Total $1,667,556
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Sign-Offs:
D pa ent Dir . •r Assistant City Manager City -.inager
"Av DM AD V ETC MT JLM jl�t1
T:\AGENDA\2016\April\CIP\NJPA Approval-Surface Lots P59.P91\ParkingLots.Summary.doc
AGENDA ITEM
MIAMIBEACH DATE 4,�3 '��
MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miamibeachfl.gov
COM ,/SSION MEMORANDUM
ii 11
TO: Mayor Philip Levine and Members of w e City Co i ission
FROM: Jimmy L. Morales, City Manager
DATE: April 13, 2016
SUBJECT: A RESOLUTION OF THE MAYOR'A ND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA,ACCEPTING THE RECOMMENDATION OF
THE CITY MANAGER, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE A WORK ORDER WITH METRO EXPRESS INC., FOR THE
RENOVATION OF TWO (2) SURFACE PARKING LOTS P59 AND P91
UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWERS
ALLIANCE (NJPA) COOPERATIVE CONTRACT, IN THE NOT TO
EXCEED AMOUNT OF $1,515,960, PLUS TEN PERCENT OWNER'S
CONTINGENCY IN THE AMOUNT OF$151,596 FOR A TOTAL AMOUNT
OF$1,667,556; PARTIALLY UTILIZING PREVIOUSLY APPROPRIATED
FUNDS AND FUNDING FROM THE 4TH AMENDMENT TO THE FY 15/16
CAPITAL BUDGET.
FUNDING
$460,000 Parking Operations Fund
$347,787 Subject to Capital Budget Amendment
$315,000 Parking Operations Fund
$544,769 Subject to Capital Budget Amendment
$1,667,556 TOTAL
ADMINISTRATION RECOMMENDATION
The Administration recommends adopting the Resolution.
BACKGROUND
Parking Lot P59 is located at 4001 Prairie Avenue and P91 is located at 501 72 Street.The existing
lots are in poor condition and in critical need of reconstruction and renovation.
On July 29, 2015, the City engaged the services of Biscayne Engineering Company Inc., for the
Design and Construction Administration services. The design includes storm drainage, paving,
grading, landscaping, irrigation, and lighting in accordance with current City code as well as
compliance with ADA requirements.
City Commission Memorandum—Authorization to Execute a Work Order With Metro Express for the Construction of Three
Surface Lots P59,P87,And P91
April 13,2016
Page 2 of 2
ANALYSIS
In the interest of time, the need for the surface parking lots facilities and in order to comply with the
Parking Department's request to renovate during the off-peak season, May through September,the
City has chosen to expedite this project and utilize the Indefinite Quantity Contract(IQC) process.
The IQC process, which is used extensively by local, state and federal governmental agencies
throughout the United States, expedites the delivery of construction projects. The City, as a
governmental agency member, is authorized to utilize the IQC contract for construction services
competitively awarded by the National Joint Powers Alliance (NJPA) to the Gordian Group, the
Managers of IQC.
Through the NJPA process, Metro Express, Inc. was identified as the contractor that has the
qualifications and experience in performing the identified scope. On February 12,2016 the City and
the Gordian Group met with the contractor to review the scope for the project.On April 5,2016,after
negotiations, the Contractor submitted a revised bid proposal, utilizing the NJPA cooperative
contract system(Exhibit A)in the amount of$1,515,960 for the renovation of the two surface parking
lots.
The IQC proposal received exceeds the$250,000 threshold limit approved by the City Commission
for projects through the NJPA IQC contract award. Accordingly, approval is required from the City
Commission in order to move forward and in an effort to meet the proposed completion goal of
October 2016,to coincide with the peak season usage of the surface lots.The total contract amount
to be approved is $1,515,960, plus owner's contingency in the amount of$151,596, for a total of
$1,667,556.
The cost proposal was reviewed and analyzed by the consultant, CIP and the Gordian Group and
was found to be fair and reasonable.
In order to comply with the Crime Prevention through Environmental Design (CPTED)photometric
(light measurement)requirements of the City,the design engineer has found that the necessary light
poles should measure a minimum of 15 feet tall. However Section 142-1132(k) of the City Code
prohibits the use of lightpoles taller than 10 feet, within the setback.
A request for a waiver of this section of the Code will be presented to Commission at the May 11,
2016 meeting to allow a greater height for light poles as an allowable encroachment in the setback.
If approval of this waiver is not granted, a construction change order will need to be processed to
implement a revised design in compliance with the referenced code section.
CONCLUSION
The Administration recommends approval of the resolution.
Attachment
Exhibit A- Metro E •ress Inc. Proposal
1 J M/ C/MT/ /•r$
T:WGENDA\2016\April\CIP\NJPA Approval-Surface Lots P59.P91\ParkingLotsP59.P91.Memo.doc