2016-29517 Reso RESOLUTION NO. 2016-29517
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 APPROVE AND EXECUTE A WORK
ORDER WITH METRO EXPRESS, INC. (CONTRACTOR), IN THE
AMOUNT OF $1,691,134.67; PLUS TEN PERCENT OWNER'S
CONTINGENCY IN THE AMOUNT OF $169,113.47 FOR A TOTAL OF
$1,860,248.14, FOR THE CONSTRUCTION OF THE ESPANOLA
WAY CONVERSION OF THE STREET TO A PERMANENT
PEDESTRIAN MALL PROJECT UTILIZING THE COMPETITIVELY BID
NATIONAL JOINT POWERS ALLIANCE (NJPA) COOPERATIVE
CONTRACT; PARTIALLY UTILIZING PREVIOUSLY APPROPRIATED
FUNDS, AND SEEKING FUTURE FUNDING AS PROPOSED UNDER
THE 7TH AMENDMENT TO THE FY 15/16 CAPITAL BUDGET.
WHEREAS, Espanola Way was created in 1925 as an artist's colony envisioned
by Newton B.T. Roney, to duplicate a miniature Spanish Village; and
WHEREAS, in March of 1986 the City of Miami Beach designated the entire
length of Espanola Way, from Collins Avenue to Jefferson Avenue, as its first Historic
Preservation District; and
WHEREAS, on July 23, 2014, the Mayor and City Commission adopted
Resolution No. 2014-28664, approving and authorizing the permanent closure of the 400
Block of Espanola Way between Washington Avenue and Drexel Avenue to vehicular
traffic; and
WHEREAS, after closure of the 400 Block, City Administration decided to
improve the area and convert the street into a pedestrian mall feature (Project); and
WHEREAS, the proposed Project will: (1) eliminate the existing sidewalks and
curbs; (2) convert the existing asphalt street to a paver walkway; (3) provide ADA
accessibility; (4) include the replacement of an existing water main and water service
lines; (5) include replacement of the existing sanitary sewer system; (6) replace the
existing drainage system; (7) connect all existing roof drains to the drainage system; (8)
replace and update existing lighting; (9) modify the traffic signal at Washington Avenue,
and (10) provide landscape and irrigation enhancements; and
WHEREAS, these Project improvements will provide a safer and more dynamic
pedestrian boulevard for residents and visitors; and
WHEREAS, on February 29, 2016, the City Commission retained Wade Trim,
Inc. (Consultant), to provide design services, permitting and cost estimating for the
Project; and
WHEREAS, on April 12, 2016, the Historic Preservation Board (HPB) approved a
Certificate of Appropriateness for the Project scope; and
WHEREAS, during the design phase of the Project, staff identified that in order to
preserve the historic design of a miniature Spanish Village, the Project scope required
the use of special hardscape materials, not contemplated in the original scope of the
Project, and
WHEREAS, in addition, the Historic Preservation Board required the use of root
barriers and Silva Cells, which requirement was not previously contemplated as part of
the scope of the Project; and
WHEREAS, on May 5, 2016, the consultant submitted its 100% submittal cost
estimate in the amount of $1,398,544, however, the estimate does not take into account
the accelerated schedule and complex logistics of the construction sequencing that will
reduce the impact to the businesses; and
WHEREAS, in the interest of time and to minimize high impact to the businesses
along the project, construction must occur during the off-peak season, between July and
December; and
WHEREAS, the City has elected to expedite this project and utilize the Indefinite
Quantity Contract (IQC) process, which is used extensively by local, state and federal
governmental agencies throughout the United States, expedites the delivery of
construction projects; and
WHEREAS, 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; and
WHEREAS, through the NJPA process, Metro Express, Inc. was identified as the
contractor, hereinafter "Contractor", that has the qualifications and experience in
performing the identified scope; and
WHEREAS, on April 25, 2016, the City and the Gordian Group met with the
Contractor to review the scope of the project; and
WHEREAS, on May 25, 2016, after negotiations, the Contractor submitted a
revised bid proposal, utilizing the NJPA cooperative contract system in the amount of
$1,691,134.67; and
WHEREAS, the total contract amount to be approved is $1,691,134.67, plus a 10
percent owner's contingency in the amount of $169,113.47, for a total of $1,860,248.14;
and
WHEREAS, the cost proposal was reviewed and analyzed by the consultant, CIP
and the Gordian Group and was found to be fair and reasonable considering the
accelerated schedule and complex logistics of construction; and
WHEREAS, on July 6, 2016, the Finance and Citywide Projects Committee
unanimously voted in favor to advance, to this fiscal year, the funding needed to
complete this project and requested to submit a capital budget amendment on July 20,
2016 Commission Meeting for approval, which would be the 7th Amendment to the FY
15/16 Capital Budget; and
WHEREAS, the City Manager recommends the execution of a work order with
Metro Express, Inc., as Contractor for the pedestrian mall improvements for Espanola
Way.
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 accepting the recommendation of the City Manager and authorize the City
Manager to approve and execute a work order with Metro Express, Inc. (Contractor), in
the amount of $1,691,134.67, plus ten percent Owner's contingency in the amount of
$169,113.47, for a total of $1,860,248.14, for the construction of the Espanola Way
conversion of the street to a permanent pedestrian mall project (Project), utilizing the
competitively bid National Joint Powers Alliance (NJPA) Cooperative Contract; with
partial funding being provided from previously appropriated funds, and seeking future
funding as proposed under the 7th Amendment to the FY 15/16 Capital Budget.
PASSED and ADOPTED this ao day of J4f , , 2016.
'1/
PHILIP LEVINE, �fr OR
ATTEST:
t
Ai 7 i ,u �` 1 .'y
A 'r= . G'ANADO, C, -LER'�,'� APPROVED AS TO
\.. ORaAE� FORM &LANGUAGE .
` c��p : ( _, &FOR EXECUTION
"IV....... 4/ '� City .ttomey Dote
J _� s" (Y `fir 7'
Resolutions - R7 B
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: July 20, 2016
SUBJECT: 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 APPROVE AND
EXECUTE A WORK ORDER WITH METRO EXPRESS, INC. (CONTRACTOR), IN
THE AMOUNT OF $1,691,134.67; PLUS TEN PERCENT OWNER'S
CONTINGENCY IN THE AMOUNT OF $169,113.47 FOR A TOTAL OF
$1,860,248.14, FOR THE CONSTRUCTION OF THE ESPANOLA WAY
CONVERSION OF THE STREET TO A PERMANENT PEDESTRIAN MALL
PROJECT UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWERS
ALLIANCE (NJPA) COOPERATIVE CONTRACT; PARTIALLY UTILIZING
PREVIOUSLY APPROPRIATED FUNDS, AND SEEKING FUTURE FUNDING AS
PROPOSED UNDER THE 7TH AMENDMENT TO THE FY 15/16 CAPITAL
BUDGET.
RECOMMENDATION
The Administration recommends approval of the resolution.
ANALYSIS
Espanola Way was created in 1925 as an artist's colony envisioned by Newton B.T. Roney, to
duplicate a miniature Spanish Village. In March of 1986, the City of Miami Beach designated the
entire length of Espanola Way, from Collins Avenue to Jefferson Avenue, as its first Historic
Preservation District.
On July 23, 2014, the Mayor and City Commission adopted Resolution No. 2014-28664
approving and authorizing the permanent closure of the 400 Block of Espanola Way between
Washington Avenue and Drexel Avenue to vehicular traffic.
After closure of the 400 Block, City Administration decided to improve the area and convert it to
a pedestrian mall feature. The proposed conversion will eliminate the existing sidewalks and
curbs and will convert the existing asphalt street to a paver walkway from wall to wall of buildings
on the property, providing ADA accessibility throughout. The project will also include the
replacement of an existing watermain and water service lines, lining of the existing sanitary
sewer system, replacement of the drainage system, connection of all existing roof drains to the
drainage system, replacement of the existing lighting, modification of the traffic signal at
Page 23 of 216
Washington Avenue and landscape and irrigation enhancements. These improvements will
provide a safer and more dynamic pedestrian boulevard for residents and visitors.
On February 29, 2016, the City retained WADE TRIM, Inc. (Consultant), to provide design
services, permitting and cost estimating and on April 12, 2016, the Historic Preservation Board
(HPB) approved a Certificate of Appropriateness for Espanola Way.
During the design phase, it was identified that in order to preserve the historic intent of a
miniature Spanish village, the scope required implementation of special hardscape materials,
not contemplated in the original scope (granite paver stones, etc.). In addition, the use of root
barriers and Silva Cells are being required by the HPB. The Silva Cell is an engineered rooting
system that encourages proper root growth within paved areas. These additions were not
considered in the original construction cost estimate. On May 5, 2016 the consultant submitted
its 100% submittal cost estimate in the amount of $1,398,544. However, the estimate does not
take into account the accelerated schedule and complex logistics of the construction
sequencing that will reduce the impact to the businesses.
In the interest of time and to minimize high impact to the businesses along the project,
construction must occur during the off-peak season, Summer/Fall. The City has elected 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 April 25, 2016, the City and
the Gordian Group met with the contractor to review the scope of the project. On May 25, 2016,
after negotiations, the Contractor submitted a revised bid proposal, utilizing the NJPA
cooperative contract system (Exhibit A) in the amount of$1,691,134.67.
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 complete the project. The total
contract amount to be approved is $1,691,134.67, plus 10 percent owner's contingency in the
amount of$169,113.47, for a total of$1,860,248.14.
The cost proposal was reviewed and analyzed by the consultant, CIP and the Gordian Group
and was found to be fair and reasonable considering the accelerated schedule and complex
logistics of construction.
On July 6, 2016, the Finance and Citywide Projects Committee unanimously voted in favor to
advance, to this fiscal year, the funding needed to complete this project and requested to
submit a capital budget amendment on July 20, 2016 Commission Meeting for approval.
CONCLUSION
The Administration recommends approval of the resolution.
Page 24 of 216
•
KEY INTENDED OUTCOMES SUPPORTED
Build And Maintain Priority Infrastructure With Full Accountability
Amount 1 $1,593,511.67 Account 1 305-2858-069357 Quality of Life
(Construction) Subject to 7th Budget
Amendment
Amount 2 $169,113.47 Account 2 305-2858-069357 Quality of Life
(Contingency) Subject to 7th Budget
Amendment
Amount 3 $97,623.00 Account 3 187-2809-069357 Half Cent Transit Surtax—
County
Total $1,860,248.14
Legislative Tracking
Capital Improvement Projects
ATTACHMENTS:
Description
❑ Espanola Way Resolution
❑ Espanola Way Exhibit A Metro Proposal
Page 25 of 216
c�
Work Order Signature Document THE uorDir+ni CROUP
NJPA EZIQC Contract No.: FL-MDCAU06-052014-MEI
•
X New Work Order Modify an Existing Work Order
Work Order Number.: 039951.00 Work Order Date: 06/01/2016
Work Order Title: Espanola Way Pedestrian Mall
Owner Name: City of Miami Beach Contractor Name: Metro Express Inc.
Contact: Jorge Rodriguez Contact: Delio.Trasobares
Phone: 305-673-7071 Phone:
Wor4c 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:
Address: Espanola Way between Washington Avenue and Drexel Avenue Miami Beach, FL 33139 Scope: Conversion
of Espanola Way to Pedestrian Mall,to include new storm,water and sewer lines, lighting, bollards, landscaping,
irrigation and the elimination of sidewalks and curbs.
Time of Performance Estimated Start Date: 06/30/2016
Estimated Completetion Date: 12/30/2016
Liquidated Damages Will apply: Will not apply: X
Work Order Firm Fixed Price: $1,691,134.67
Owner Purchase Order Number:
Approvals
7/ , /�'
Jimmy L. Morales, City Manager Date Contractor Date
David Martinez, P.E. Director Date
Work Order Signature Document Page 1 of 1
6/1/2018
Page 28 of 216
itoz- •
THE GORDIAN GROUP
Detailed Scope of Work
To: Delio Trasobares From: Jorge Rodriguez
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 305-673-7071
Date Printed: June 01, 2016
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Brief Scope: Address: Espanola Way between Washington Avenue and Drexel Avenue Miami
Beach, FL 33139 Scope: Conversion of Espanola Way to Pedestrian Mall,to include
new storm,water and sewer lines, lighting, bollards, landscaping, irrigation and the
elimination of sidewalks and curbs.
F-7 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.
Scope of work is based on Plans and specification provided by WadeTrim date 5/17/2016 and walktrough with CIP. Index
of Drawings:G-1,G-2,G-3,G-4,EC-1,EC-2,EC-3,DM-1,DM-2,
TPR-1,TPR-2,H S-1,HS-2,HS-3,H S-4,HS-5,H S-6,HS-7,LS-1,LS-2,LS-3,LS-4,I R-1,1 R-2,WM-1,WM-2,ST-1,ST-2,DR-1,EL-1,E
L-2,EL-3,EL-4,EL-5,EL-6,PM-1,PM-2, revision HS-2. Revision number 3, Silva Cells reduced by 50%as per direction from
CIP. Contractor will need to coordinate all efforts with CIP. Contractor will make every effort to maintain site clean and free
from any hazards as area will still continue to conduct business. Contractor will need to provide an emergency and
hurricane plan as part of the requirements. Contractor will order all long lead items to prevent any delays on the project.
Contractor will need to coordinate with the PIO from the City as to what impacts construction sequencing will have on the
businesses.
Subject to the terms and conditions of JOC Contract FL-MDCAU06-062014-MEI.
Contractor Date
•
Jimmy L. Morales, City Manager Date
David Martinez, P.E. Director Date
Scope of Work Page 1 a1
6/1/2016
Page 29 of 216
Contractor's Price Proposal - Summary
Date: June 01,2016
Re: IOC Master Contract#: FL-MDCAU06-052014-MEI
Work Order#: 039951.00
Owner PO#:
Title: Espanola Way Pedestrian Mall
Contractor: Metro Express Inc.
Proposal Value: $1,691,134.67
Bollards $14,236.84
Bond $35,594.12
Concrete $178,125.43
Demo $33,862.40
Drainage $307,463.28
Electrical $72,840.88
General $91,473.47
Irrigation $43,897.52
Landscaping $116,582.37
Markings $7,109.62
Pavers $412,669.14
Permit $10,750.00
Silva Cell $245,935.25
Water Main $120,594.35
Proposal Total $1,691,134.67
This!total represents the correct total for the proposal. Any discrepancy between line totals,
sub-totals and the proposal total is due to rounding.
The Percentage of NPP on this Proposal: 35.53%
Contractor's Price Proposal-Summary Page 1 of 1
6/1/2016
Page 30 of 216
•
Contractor's Price Proposal - Detail
Date: June 01,2016
Re: IQC Master Contract#: FL-MDCAU06-052014-MEI
Work Order#: 039951.00
Owner PO#:
Title: Espanola Way Pedestrian Mall
Contractor: Metro Express Inc.
Proposal Value: $1,691,134.67
Sect. Item Mod. UOM Description Line Total
Labor Equip. Material (Excludes)
Bollards
1 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $452.81
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 16.00 x 25.89 x 1.0931 = 452.81
This is for 2 laborers to install all 4 bollards beginning to end
2 08 71 16 00 2282 EA 2-5/8"Shrouded Iron Padlock(Master Lock 6527W0) $135.89
Quantity Unit Price Factor Total
Installation =x 31.08 x 1.0931 135.89
Lock for Bollards
3 32 00 00 00 0005 ea Salem Cast Aluminum Bollard with special reciever $13,648.14
Quantity Unit Price Factor Total
NPP Installation 1.00 x 11,272.00 x 1.2108 = 13,648.14
Iron Smith Cast Aluminum Bollards
Subtotal for Bollards $14,236.84
Bond
4 01 22 16 00 0002 EA Reimbursable FeesReimbursable fees will be paid to the contractor for the $35,594.12
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,
extended warrantee,expedited shipping costs,etc.).A copy of each receipt
shall be included with the Proposal.
Quantity Unit Price Factor Total
Installation 33,110.81 x 1.00 x 1.0750 = 35,594.12
Bond 2%of total amount
Subtotal for Bond $35,594.12
Concrete
5 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $11,523.00
Quantity Unit Price Factor Total
Installation 798 00 x 13.21 x 1.0931 = 11,523.00
6 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $6,542.20
Quantity Unit Price Factor Total
Installation 11,970.00 x 0.50 x 1.0931 = 6,542.20
798X15=11970cym
Contractor's Price Proposal-Detail Page 1 of 24
6/1/2016
Page 31 of 216
•
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Concrete
7 03 05 00 00 0024 CY "Miami Beach Red",Integral Concrete AdmixtureFor use in sidewalks,curb $2,386.83
and gutters and valley gutters.(Integral for all modifiers)
Quantity Unit Price Factor Total
Installation 43.00 x 50.78 x 1.0931 = 2,386.83
This is being used for the charcoal grey additive for the bands on this project and concrete at entrance
ways
8 03 15 16 00 0057 LF 1/2"x 6"Sponge Rubber,Premolded Expansion Joint $2,542.11
Quantity Unit Price Factor Total
Installation 720.00 x 3.23 x 1.0931 = 2,542.11
Along property line of building on both sides and in area for crosswalk bands .
9 03 21 11 00 0038 EA 1"Diameter x 24"Long,Deformed Straight Dowel $578.36
Quantity Unit Price Factor Total
Installation 130.00 x 4.07 x 1.0931 578.36
65 dowels per plans to be imbedded in the bands along property into concrete slab that will go in the
walkways for pavers
10 04 05 19 26 0005 LB Vertical#5 And#6 Rebar Reinforcing $513.76
Quantity Unit Price Factor Total
Installation 470.00 x 1.00 x 1.0931 = 513.76
This is for bands and valley at beginning of project
11 06 74 13 00 0056 SF 1-1/2"Molded Fiberglass Grate,1-1/2"Square Mesh,ELS Extremity Low $26,930.14
Smoke Resin,Applied Grit Top
Quantity Unit Price Factor Total
Installation 528.00 x 46.66 x 1.0931 = 26,930.14
Tree pit Add A Pave Resin.22 pits at 24sf per pit=528sf
12 26 05 29 00 0262 EA 1/2"Diameter,2"Length,Zinc Plated Steel,Hex Lag Bolt With Lag Shield $477.60
Expansion Anchor
Quantity Unit Price Factor Total
Installation 132.00 x 3.31 x 1.0931 = 477.60
Plans call for 3anchors per side per pit.22 pits X 3 pr side=6 per pit=132 anchors
13 26 05 29 00 0262 0109 MOD For>100 To 250,Deduct -$54.83
Quantity Unit Price Factor Total
Installation -54.83 x -0.38 x 1.0931 =
14 31 23 16 13 0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $4,652.96
Quantity Unit Price Factor Total
Installation 662.00 x 6.43 x 1.0931 = 4,652.96
This is for excavation of all areas that require new bands and concrete slabs for pavers
15 31 23 16 13 0005 0057 MOD For>500 To 1,000,Deduct -$694.69
Quantity Unit Price Factor Total
Installation -0.96 x -0.96 x 1.0931 = -694.69
16 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $2,684.68
by Vibratory Plate,Air Tamper,Etcetera
Quantity Unit Price Factor Total
Installation 662.00 x 3.71 x 1.0931 = 2,684.68
This is for compaction of all areas in roadway and walkway for new lime rock installation for concrete
sidewalk and property band
17 31 24 13 00 0015 CY Spread And Shape Imported Or Stockpiled Material For Roadways,Parking $2,402.46
Areas,Landscaping and Embankments
Quantity Unit Price Factor Total
Installation 662.00 x 3.32 x 1.0931 = 2,402.46
This is for all limerock installed for new concrete slabs and bands
Contractor's Price Proposal-Detail Page 2 of 24
6/1/2016
Page 32 of 216
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Concrete
18 31 24 13 00 0020 LF Finish Grade For Curb And Gutter $93.35
Quantity Unit Price Factor Total
Installation 140.00 x 0.61 x 1.0931 = 93.35
This is for finih grade all curb and bands
19 31 32 19 13 0005 SY 12.6 Oz/SY,7,315 LB/FT Wide Width Tensile Ultimate Bi-Directional Woven $612.18
Polyester Geogrid Fabric(Carthage Mills GX-800)
Quantity Unit Price Factor Total
Installation 156.00 x 3.59 x 1.0931 = 612.18
Tis is for filter fabric for root barrier along the property lines on both sides of the road
20 32 11 16 00 0013 SY 6"Thick FDOT Limerock $23,325.51
Quantity Unit Price Factor Total
Installation 982.00 x 21.73 x 1.0931 = 23,325.51
This is for limerock under walkway concrete slab and concrete bands along property line on both sides of
the property.
13'X 325=4225sfX2=8450sf
15'X13'=195'X2=390
total 982sy
21 32 11 16 00 0013 0012 MOD For>500 To 1,000,Add $2,329.33
Quantity Unit Price Factor Total
Installation 982 00 x 2.17 x 1.0931 = 2,329.33
22 32 11 16 00 0017 SY 12"Thick FDOT Limerock $21,884.18
Quantity Unit Price Factor Total
Installation 467.00 x 42.87 x 1.0931 21,884.18
This is for limerock under the roadway concrete slab and under the bands
23 32 11 16 00 0017 0011 MOD For Up To 500,Add $4,849.54
Quantity Unit Price Factor Total
Installation 467.00 x 9.50 x 1.0931 = • 4,849.54
24 32 12 16 13 0036 TON Leveling Course,S-I And S-III $2,665.42
Quantity Unit Price Factor Total
Installation 20 00 x 121.92 x 1.0931 = 2,665.42
This is for ramps as needed per field walk throughs for entry way access as needed
25 32 16 13 13 0002 LF 6"X 12"Cast In Place Concrete Curb $4,972.84
Quantity Unit Price Factor Total
Installation 670.00 x 6.79 x 1.0931 = 4,972.84
This is for Trench grates along both sides of the road.
335'X2=6701f
26 32 16 13 13 0002 0077 MOD For>500 To 1,000,Deduct -$637.17
Quantity Unit Price Factor Total
Installation -0.87 x -0.87 x 1.0931 = -637.17
27 32 16 13 13 0013 LF 12"X 24"Cast In Place Concrete Curb-Radius $926.46
Quantity Unit Price Factor Total
Installation 55.00 x 15.41 x 1.0931 = 926.46
This is for bands at the end of project by Drexel and beginning by Washington Avenue
28 32 16 13 13 0013 0076 MOD For>50 To 100,Add $102.20
Quantity Unit Price Factor Total
Installation 55.00 x 1.70 x 1.0931 = 102.20
Contractor's Price Proposal-Detail Page 3 of 24
6/1/2016
Page 33 of 216
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Concrete .
29 32 16 13 19 0027 LF City Of Miami Beach Replacement,Reinforced Straight,7-1/2"x 24"Wide $1,185.79
Valley Gutter
Quantity Unit Price Factor Total
Installation 60.00 x 18.08 x 1.0931 = 1,185.79
Drop Curb at entry way on Washington Avenue
30 32 16 23 00 0002 SF 4"Cast In Place Concrete Sidewalk $27,528.19
Quantity Unit Price Factor Total
Installation 7,540.00 x 3.34 x 1.0931 = 27,528.19
Sidewalk at NW and SW corners as well as sidewalk slab under areas for pavers.
15'X 13'=195sfX2=390sf
11'X325'=3,575sfX2=7150sf
Total 7540
31 32 16 23 00 0002 0095 MOD For>5,000,Deduct -$3,956.15
Quantity Unit Price Factor Total
Installation -3,956.15 x -0.48 x 1.0931 =
32 32 16 23 00 0002 0096 MOD For Welded Wire Reinforcement,Add $2,501.01
Quantity Unit Price Factor Total
Installation 7,150.00 x 0.32 x 1.0931 = 2,501.01
33 32 16 23 00 0004 SF 6"Cast In Place Concrete Sidewalk $23,144.86
Quantity Unit Price Factor Total
Installation 5,320.00 x 3.98 x 1.0931 = 23,144.86
This is for sidewalk slab in the crosswalk and roadway
12'X325'=4020sf
2•X325'=650sfX2=1,300sf
Total 5320sf
34 32 16 23 00 0004 0094 MOD For>1,000 To 5,000,Deduct -$1,337.52
Quantity Unit Price Factor Total
Installation -1,337.52 x -0.23 x 1.0931 =
35 32 16 23 00 0004 0096 MOD For Welded Wire Reinforcement,Add $1,428.46
Quantity Unit Price Factor Total
Installation 3,960.00 x 0.33 x 1.0931 = 1,428.46
36 32 16 23 00 0009 EA Finish Concrete Handicap Drop Section In SidewalkExcludes patterned $98.64
(tactile)finish.
Quantity Unit Price Factor Total
Installation 2 00 x 45.12 x 1.0931 = 98.64
37 32 17 26 00 0003 SF Cast In Place VPC Truncated Dome Detectable Warning SurfaceAlso raised $5,923.73
strips or directional bars.All colors.
Quantity Unit Price Factor Total
Installation 160.00 x 33.87 x 1.0931 = 5,923.73
Subtotal for Concrete $178,125.43
Demo
38 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 100 x 616.98 x 1.0931 = 674.42
39 01 74 19 00 0033 CY Asphalt,Concrete,Gravel And Subgrade Material,Landfill Dump Fee $7,032.02
Quantity Unit Price Factor Total
Installation 230.00 x 27.97 x 1.0931 = 7,032.02
This is for Asphalt,concrete,curb&gutter and pavers.
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Demo
40 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $1,885.60
Quantity Unit Price Factor Total
Installation 3,450.00 x 0.50 x 1.0931 - 1,885.60
230cyX15=3450
41 02 41 13 13 0019 SY Up To 3"By Machine,Break-up And Remove Bituminous Paving $3,907.92
Quantity Unit Price Factor Total
Installation 556.00 x 6.43 x 1.0931 = 3,907.92
Aphalt 5008sf/9=556sy
42 02 41 13 13 0019 0013 MOD For>500 To 1,000,Deduct -$388.97
Quantity Unit Price Factor Total
Installation 556.00 x -0.64 x 1.0931 -388.97
43 02 41 13 13 0026 SY • >3"To 6"By Machine,Break-up And Remove Non Reinforced Concrete $9,925.49
Paving
Quantity Unit Price Factor Total
Installation 939.00 x 9.67 x 1.0931 = 9,925.49
Concrete Sidewalk
1 3'X 325'=422 5 fX2=84 50/9=939
44 02 41 13 13 0026 0013 MOD For>500 To 1,000,Deduct -$995.63
Quantity Unit Price Factor Total
Installation -0.97 x -0.97 x 1.0931 = -995.63
45 02 41 13 13 0054 LF Break-Up And Remove Up to 3'Wide Concrete Gutter By Machine $2,708.77
Quantity Unit Price Factor Total
Installation 706.00 x 3.51 x 1.0931 = 2,708.77
Gutter and Bands
46 02 41 13 13 0054 0058 MOD For>500 To 1,000,Deduct -$409.02
Quantity Unit Price Factor Total
Installation -409.02 x -0.53 x 1.0931 =
47 02 41 19 13 0048 LF Saw Cut Welded Wire Reinforced Concrete Slab Up To 4"Depth $2,308.99
Quantity Unit Price Factor Total
Installation 122100 x 1.73 x 1.0931 = 2,308.99
Concrete sidewalk along property lines
48 02 41 19 13 0048 0031 MOD For>250,Deduct -$200.20
Quantity Unit Price Factor Total
Installation -0.15 x -0.15 x 1.0931 = -200.20
49 10 14 53 00 0259 EA >10 To 20 SF Sign Area,Sign Removal $1,650.27
Quantity Unit Price Factor Total
Installation 12 00 x 125.81 x 1.0931 = 1,650.27
Signage
50 32 14 16 00 0003 SF 4"x 8"x 2-1/4"Brick,Laid On Edge $3,200.60
Quantity Unit Price Factor Total
Installation 0.00 x 9.96 x 1.0931 = 0.00
Demolition 2,400.00 x 1.22 x 1.0931 = 3,200.60
Paver Removal
30'X40'=1200sfX2=2400sf
51 32 16 13 13 0002 LF 6"X 12"Cast In Place Concrete Curb $2,562.14
Quantity Unit Price Factor Total
Installation 0.00 x 6.79 x 1.0931 = 0.00
Demolition 706.00 x 3.32 x 1.0931 = 2,562.14
D Curb
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Subtotal for Demo $33,862.40
Drainage
52 01 22 23 00 0230 WK 1"x 8'x 12'Steel Plate $406.50
Quantity Unit Price Factor Total
Installation 6.00 x 61.98 x 1.0931 406.50
3 per week for 2 weeks
53 01 22 23 00 0236 EA Remove And Reset Trench Plate $191.75
Quantity Unit Price Factor Total
Installation 14.00 x 12.53 x 1.0931 191.75
54 01 22 23 00 0479 WK 6'x 16'Trench Box With Up To 48"Spreaders $2,576.55
Quantity Unit Price Factor Total
Installation 6.00 x 392.85 x 1.0931 = 2,576.55
3 per week
55 01 22 23 00 1207 WK 5,000 Gallon Vacuum Truck With Full-Time Truck Driver $9,070.30
Quantity Unit Price Factor Total
Installation 2 00 x 4,148.89 x 1.0931 = 9,070.30
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.
2 weeks per Phase due to well boxes
56 01 74 19 00 0033 CY Asphalt,Concrete,Gravel And Subgrade Material,Landfill Dump Fee $7,490.63
Quantity Unit Price Factor Total
Installation 245.00 x 27.97 x 1.0931 = 7,490.63
Structures 80cy
Pipe 165cy
57 01 74 19 00 0036 CYM Hauling On Paved Roads,First 15 Miles $2,008.57
Quantity Unit Price Factor Total
Installation 3,675.00 x 0.50 x 1.0931 = 2,008.57
This is for excavated dirt only.
15cyX245cy=3675cym
58 02 41 19 13 0318 EA Core Drill Minimum ChargeFor projects where the total core drilling charge is $1,389.64
less than the minimum charge,use task"Minimum Charge For Core Drilling"
exclusively.Task"Minimum Charge For Core Drilling"should not be used in
conjunction with any other tasks in this section.Does not apply to sections
"Drilling In Concrete Per Inch Of Depth"or"Drilling In Brick Or Block Per Inch Of
Depth".
Quantity Unit Price Factor Total
Installation 4.00 x 317.82 x 1.0931 = 1,389.64
for tie into existing structures
59 06 11 16 00 0049 LF 2"x 4"Wood Stud Framing,For Partition Walls $2,647.15
Quantity Unit Price Factor Total
Installation 2,721.00 x 0.89 x 1.0931 = 2,647.15
This is for framing of the plywood frame as needed
60 22 14 26 19 0015 EA- 12"Wide Trench Drain x 15"Outlet Section With 4"Bottom Outlet,Nikatoy Top, $198,638.13
Heavy Duty Body Sections,Heavy Duty Loose Set Grate With Perimeter
Drainage Slots
Quantity Unit Price Factor Total
Installation 220.00 x 826.00 x 1.0931 = 198,638.13
This is for Trench Drain ACO-K300 along with 880Q Wave Ductile Grate.330'LF per side @ 3'long per
section is 110 units per side X2=220
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Drainage
61 23 21 13 23 1482 EA 18"45 Degree Lateral Reducing Wye,Steel,Grooved $11,769.71
Quantity Unit Price Factor Total
Installation 4.00 x 2,691.82 x 1.0931 11,769.71
62 23 21 13 23 2425 LF 6"SDR-21 HDPE Pipe $435.49
Quantity Unit Price Factor Total
Installation -x 9.96 x 1.0931 435.49
63 23 21 13 23 2427 LF 10"SDR-21 HDPE Pipe $1,912.93
Quantity Unit Price Factor Total
Installation 100.00 x 17.50 x 1.0931 1,912.93
Roof Drain
64 23 21 13 23 2431 LF 18"SDR-21 HDPE Pipe $17,511.46
Quantity Unit Price Factor Total
Installation 360.00 x 44.50 x 1.0931 = 17,511.46
65 23 21 13 23 2451 EA 6"HDPE 45 Degree Elbow $243.91
Quantity Unit Price Factor Total
Installation 3.00 x 74.38 x 1.0931 = 243.91
Roof Drain
66 23 21 13 23 2453 EA 10"HDPE 45 Degree Elbow $1,467.88
Quantity Unit Price Factor Total
Installation 6.00 x 223.81 x 1.0931 = 1,467.88
Roof Drain
67 23 21 13 23 2526 EA 18"HDPE Flange Adapter And Backup Ring $1,342.90
Quantity Unit Price Factor Total
Installation 4.00 x 307.13 x 1.0931 = 1,342.90
Roof Drain
68 31 23 16 13 0003 CY Over 12"Wide,Excavation for Trenching by Machine in Soil $2,014.12
Quantity Unit Price Factor Total
Installation 509.00 x 3.62 x 1.0931 = 2,014.12
• Structures 80cy
Pipe 370X5X6=11100/27=411 cy
roof drains 18cy
69 31 23 16 130003 0057 MOD For>500 To 1,000,Deduct -$300.45
Quantity Unit Price Factor Total
Installation -300.45 x -0.54 x 1.0931
70 31 23 16 13 0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $253.03
Quantity Unit Price Factor Total
Installation 36.00 x 6.43 x 1.0931 = 253.03
•
Drainage
71 31 23 16 13 0005 0055 MOD For>20 To 50,Add $126.71
Quantity Unit Price Factor Total
Installation 36.00 x 3.22 x 1.0931 = 126.71
72 31 23 16 13 0010 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $934.73
Materials by Machine
Quantity Unit Price Factor Total
Installation 509.00 x 1.68 x 1.0931 = 934.73
Pipe 416'X7'X6'=416cy
Structures 7X7X8=15cyX5=75cy
Excavation of all existing roof drains and existing pipe to be removed 219cy
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Drainage
73 31 23 16 13 0010 0062 MOD For>500 To 1,000,Deduct -$139.10
Quantity Unit Price Factor Total
Installation -139.10 x -0.25 x 1.0931 =
74 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $2,064.20
by Vibratory Plate,Air Tamper,Etcetera
Quantity Unit Price Factor Total
Installation 509.00 x 3.71 x 1.0931 = 2,064.20
Compaction of base for trenched pipe and structures as well as lime rock for restoration
75 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $145.99
by Vibratory Plate,Air Tamper,Etcetera
Quantity Unit Price Factor Total
Installation -x 3.71 x 1.0931 145.99
Drainage
76 31 23 16 36 0021 0020 MOD For>20 To 50,Add $109.40
Quantity Unit Price Factor Total
Installation 36.00 x 2.78 x 10931 = 109.40
77 32 11 16 00 0014 SY 8"Thick FDOT Limerock $4,587.23
Quantity Unit Price Factor Total
Installation 247.00 x 16.99 x 1.0931 = 4,587.23
Trench restoration +lime rock around structures
6X370=2220/9=247sy
78 32 11 16 00 0014 0011 MOD For Up To 500,Add $1,085.38
Quantity Unit Price Factor Total
Installation 247.00 x 4.02 x 1.0931 = 1,085.38
79 33 01 30 51 0073 EA Vacuum Out 1 To 2 Catch Basins Or Manholeslncludes vacuum pump $1,893.36 .
equipment.
Quantity Unit Price Factor Total
Installation 2.00 x 866.05 x 1.0931 = 1,893.36
This is to clean out existing structure that we will be coring into
80 33 31 00 00 0068 EA 4"x 3"Reducer,ABS-PVC Sewer And Drain $122.84
Quantity Unit Price Factor Total
Installation 6.00 x 18.73 x 1.0931 122.84
Roof Drain
81 33 31 00 00 0069 EA 6"x 4"Reducer,ABS-PVC Sewer And Drain $171.31
Quantity Unit Price Factor Total
Installation 4.00 x 39.18 x 1.0931 = 171.31
Roof Drain
82 33 31 00 00 0071 EA 10"x 4"Reducer,ABS-PVC Sewer And Drain $428.34
Quantity Unit Price Factor Total
Installation 6.00 x 65.31 x 1.0931 = 428.34
Roof Drain
83 33 31 00 00 0086 EA 6"Wye,ABS-PVC Sewer And Drain $490.41
Quantity Unit Price Factor Total
•
Installation 8 00 x 56.08 x 1.0931 = 490.41
Gravity Sewer
84 33 31 00 00 0088 EA 10"Wye,ABS-PVC Sewer And Drain $615.72
Quantity Unit Price Factor Total
Installation 6.00 x 93.88 x 1.0931 = 615.72
Roof Drain
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Drainage
85 33 31 00 00 0121 EA 6"Clean Out Tees With Plug,ABS-PVC Sewer And Drain $1,931.38
Quantity Unit Price Factor Total
Installation 12 00 x 147.24 x 1.0931 = 1,931.38
Gravity Sewer
86 33 39 13 00 0108 EA Seal Gap Between Pipe And Structure With Brick And Grout $1,185.01
Quantity Unit Price Factor Total
Installation 12 00 x 90.34 x 1.0931 = 1,185.01
87 33 41 13 00 0373 EA 18"Wye,Smooth Interior,Double Wall,Corrugated HDPE $2,435.08
Quantity Unit Price Factor Total
Installation =x 371.28 x 1.0931 2,435.08
88 33 41 13 00 0429 EA 18"Coupling,Corrugated HDPE Pipe $211.51
Quantity Unit Price Factor Total
Installation 18 00 x 10.75 x 1.0931 = 211.51
89 33 41 13 00 0442 EA 18"Self Adhering Gasket,Corrugated HDPE Pipe $2,846.69
Quantity Unit Price Factor Total
Installation 24.00 x 108.51 x 1.0931 = 2,846.69
90 33 44 13 13 0137 EA 7'Deep,7'-6"x 7'-6"x 8"Thick Wall,Cast In Place,Catch Basin $19,565.94
Quantity Unit Price Factor Total
Installation 4.00 x 4,190.91 x 1.0931 = 18,324.33
Demolition 2.00 x 567.93 x 1.0931 = 1,241.61
This is for new structures and to remove 2 existing structures
91 33 44 13 13 0532 EA 24"x 36"Cast Iron Catch Basin Frame And Cover $5,580.95
Quantity Unit Price Factor Total
Installation 5.00 x 994.96 x 1.0931 = 5,437.95
Demolition 2.00 x 65.41 x 1.0931 = 143.00
This is for the removal of 2 and installation of 4 new ones per plans
Subtotal for Drainage $307,463.28
Electrical
92 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $452.81
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 16.00 x 25.89 x 1.0931 = 452.81
This is for two electrical laborers to assist for misc.items needed for stub outs and also to connect all wiring
from existing to new panel where it intercepts for the new layout
93 22 07 19 00 0558 EA 2"PVC Elbow Insulation Jacketing $175.25
Quantity Unit Price Factor Total
Installation 32.00 x 5.01 x 1.0931 = 175.25
94 26 00 00 00 0005 ea 5 light fixtures GVD 100 5K $30,566.65
Quantity Unit Price Factor Total
NPP Installation 100 x 25,245.00 x 1.2108 = 30,566.65
Lighting Package
95 26 05 19 16 0005 LF 1/4"Nylon Pull Cord Installed To Remain In Place,In Existing Conduit $372.75
Quantity Unit Price Factor Total
Installation 1,100.00 x 0.31 x 1.0931 = 372.75
This is for all pull cord to be installed during installation and then used as needed for all new wiring.Pull cord
will remain in place for conduits that are being used as spares
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Electrical
96 26 05 19 16 0332 MLF #4/0 AWG Cable-Type THHN-THWN,600 V Aluminum,Single Stranded, $11,756.76
Placed In Conduit
Quantity Unit Price Factor Total
Installation 3.50 x 3,072.98 x 1.0931 = 11,756.76
Wire from panel to all poles.2090X3=6270+730 for additional pulling into boxes.
This now includes from each circuit to the panel not jumpers to each Island.This is per plans
97 26 05 26 00 0099 EA 5/8"Diameter x 10'Long Copper-Clad Ground Rods $497.40
Quantity Unit Price Factor Total
Installation 8 00 x 56.88 x 1.0931 = 497.40
98 26 05 26 00 0180 EA #4 To#1 AWG Cadweld Connection For Splice,Lug,Ground Rod,Rebar Or $515.33
Structural Steellncludes molds,materials and all necessary tools to make
connections.
Quantity Unit Price Factor Total
Installation 8 00 x 58.93 x 1.0931 515.33
99 26 05 33 13 1572 LF 2"Schedule 40 PVC Conduit With Glued Couplings $2,833.32
Quantity Unit Price Factor Total
Installation 810.00 x 3.20 x 1.0931 = 2,833.32
100 26 05 33 13 1572 0155 MOD For Schedule 80,Add $433.85
Quantity Unit Price Factor Total
Installation 810.00 x 0.49 x 1.0931 = 433.85
101 26 05 83 00 0024 EA 2/0 AWG Compression Lugs,1 Hole,Wrapped,Low Voltage,To 600 Volts $286.50
Quantity Unit Price Factor Total
Installation 10.00 x 26.21 x 1.0931 = 286.50
102 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
Installation -x 126.87 x 1.0931 138.68
Photo Cell
103 26 24 16 00 0403 EA 2 Pole GFI,120/240 Volt,15-50 Amp,Branch Circuit Breaker,10,000 Amp $144.69
Interrupting Capacity
Quantity Unit Price Factor Total
Installation 100 x 132.37 x 1.0931 = 144.69
GFI Maintenance receptacle
104 26 27 16 00 0084 EA 24"x 12"x 10"Screw Cover,Galvanized Steel NEMA 1 Enclosure $191.45
Quantity Unit Price Factor Total
Installation 100 x 175.14 x 1.0931 = 191.45
200amp galvanized steel for meter
105 26 28 16 00 0369 EA 100 Amp,Non-Fused,NEMA 4,4X Or 5,Heavy Duty Disconnect Switch,600 $4,426.13
Volt,3 Phase
Quantity Unit Price Factor Total
Installation 1.00 x 4,049.15 x 1.0931 = 4,426.13
Panel where all existing and new will be intercepted
106 26 56 13 00 0072 EA 15'High Steel Area Light Pole,Powder Coat FinishRound or square. $2,478.68
Quantity Unit Price Factor Total
X Installation 5.00 x 266.53 x 1.0931 = 1,456.72
X Demolition 7.00 x 133.56 x 1.0931 = 1,021.96
This is to install new light fixtures and remove existing
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Electrical
107 26 56 13 00 0184 VLF 2'Diameter Concrete Base For Poleslncludes drilling in earth,rebar,bolts, $7,245.89
forms for exposed base,bolts and concrete.
Quantity Unit Price Factor Total
Installation 125.00 x 53.03 x 1.0931 = 7,245.89
Concrete bases 2'wide x5'deep x 5 poles
108 31 23 16 13 0011 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $740.07
Materials by Hand
Quantity Unit Price Factor Total
Installation 62.00 x 10.92 x 1.0931 = 740.07
Backfill open trenches where new conduit was installed.
109 31 23 16 13 0013 CY Compaction of Fill or Subbase for Trenches by Vibratory Plate,Air Tamper, $159.26
Etcetera
Quantity Unit Price Factor Total
Installation 62.00 x 2.35 x 1.0931 - 159.26
Compaction of all trenches for conduit
110 31 23 16 13 0013 0066 MOD For>50 To 250,Add $39.99
Quantity Unit Price Factor Total
Installation 62.00 x 0.59 x 1.0931 3999
111 31 23 16 13 0035 LF 6"Wide,36"Deep Trench,Medium Soil,Chain Trencher $959.58
Quantity Unit Price Factor Total
Installation 905.00 x 0.97 x 1.0931 = 959.58
112 32 31 13 00 0080 LF 2"Outside Diameter Galvanized Steel Post,>24'In Length $93.79
Quantity Unit Price Factor Total
Installation 20.00 x 4.29 x 1.0931 . 93.79
2 post at 8'each post
113 32 31 13 00 0080 0158 MOD For Schedule 80,Add $38.48
Quantity Unit Price Factor Total
Installation 20.00 x 1.76 x 1.0931 = 38.48
114 32 91 13 16 0011 CY Stone/Gravel Mulch $317.87
Quantity Unit Price Factor Total
Installation 2 00 x 145.40 x 1.0931 = 317.87
Electrical boxes
115 33 27 00 00 0011 VLF 24"(61 cm)Diameter Hole,Augering In Soil $812.99
Quantity Unit Price Factor Total
Installation 125.00 x 5.95 x 1.0931 812.99
116 33 71 19 00 0010 EA 18"x 28"x 34",Electric Pull Boxes,Precast Concrete $7,023.47
Quantity Unit Price Factor Total
Installation 8.00 x 803.16 x 1.0931 = 7,023.47
117 40 05 13 19 0598 EA 2"Cap,Stainless Steel Schedule 10 Type 304 $139.24
Quantity Unit Price Factor Total
Installation 2 00 x 63.69 x 1.0931 = 139.24
Subtotal for Electrical $72,840.88
General
118 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $5,660.07
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 200.00 x 25.89 x 1.0931 = 5,660.07
This is for misc.labor to handle odd issues throught the project as needed for special reuests for this project
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall .
General
119 01 22 23 00 0395 WK 1-3/4 CY,30"Bucket,18'-0"Deep,112 HP,Loader-Backhoe With Full-Time $6,878.68
Operator
Quantity Unit Price Factor Total
Installation 2 00 x 3,146.41 x 1.0931 = 6,878.68
This is for Misc.
1 per week per Phase
120 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
Will be used for dust control as needed.
Allowance as needed for complete duration of project
121 01 22 23 00 1215 0046 MOD For Each 1,000 Gallon Of Purchased Water,Add $222.99
Quantity Unit Price Factor Total
Installation 80.00 x 2.55 x 1.0931 222.99
122 01 55 26 00 0013 CLF Safety Tape For Area Isolation $59.79
Quantity Unit Price Factor Total
Installation 10.00 x 5.47 x 1.0931 = 59.79
To be used as needed for breakdown and create new walkways as needed
123 01 55 26 00 0017 DAY 28"Cone With Reflective Collar $27.55
Quantity Unit Price Factor Total
Installation =x 0.42 x 1.0931 27.55
. This is for Traffic pattern change on Washington Avenue when we are doing the Signage Installation on
Traffic Signal Poles
124 01 55 26 00 0032 DAY Type II Barricade,Up To 3'Wide With Two Reflective Rails Each Side $21.64
Quantity Unit Price Factor Total
Installation 10.00 x 1.98 x 1.0931 = 21.64
This is for Barricades needed when working on Washington avenue
125 01 55 26 00 0035 DAY Type III Barricade,Up To 5'Wide With Three Reflective Rails $19.76
Quantity Unit Price Factor Total
Installation 8 00 x 2.26 x 1.0931 19.76
This is for signage installation on traffic lights on Washington Avenue
126 01 55 26 00 0107 EA Place And Remove Up To 250 Cones By Hand From Roadside $50.50
Quantity Unit Price Factor Total
Installation 60.00 x 0.77 x 1.0931 50.50
This is for lane closure that will be needed when installing signage on traffic post
127 01 56 16 00 0046 SF 1/2"BC Plywood Wall Sheathing On One Side,Temporary Wood Stud Wall, $18,592.48
16"On Center
Quantity Unit Price Factor Total
Installation 5,845.00 x 2.91 x 1.0931 = 18,592.48
128 01 56 26 00 0010 LF Temporary 6'High Chain Link Fence And Posts,>6 To 12 Months $1,351.07
Quantity Unit Price Factor Total
Installation 600.00 x 2.06 x 1.0931 1,351.07
This also includes fence around the existing trees for protection
129 01 56 26 00 0010 0078 MOD For>500,Deduct -$203.32
Quantity Unit Price Factor Total
Installation -203.32 x -0.31 x 1.0931 =
130 01 56 26 00 0010 0080 MOD For Shade Cloth,Add $1,672.44
Quantity Unit Price Factor Total
Installation 600.00 x 2.55 x 1.0931 = 1,672.44
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
General
131 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
132 01 56 26 00 0035 0091 MOD For Shade Cloth,Add $165.15
Quantity Unit Price Factor Total
Installation 4 00 x 37.77 x 1.0931 = 165.15
133 01 56 26 00 0158 BAG Temporary Chain Link Fence Panels(Portable)Sandbaglncludes placement $629.63
and removal.
Quantity Unit Price Factor Total
Installation 240.00 x 2.40 x 1.0931 = 629.63
This is for safety fence
134 01 71 13 00 0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Rollback $1,320.38
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 6.00 x 201.32 x 1.0931 = 1,320.38
135 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $440.11
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 100 x 402.63 x 1.0931 = 440.11
Delivery of Lighting fixtures to public works
136 01 71 23 16 0006 HR 3 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes $21,396.45
surveyor,rodman,chainman,equipment and instruments.
Quantity Unit Price Factor Total
Installation 90.00 x 217.49 x 1.0931 = 21,396.45
This incudes all final surveying for the the project and signed and sealed As-Builds for complete project.
137 09 91 13 00 0102 SF Paint Exterior Wood Smooth Siding,Two Coats Paint,Brush/Roller Work $6,503.95
Quantity Unit Price Factor Total
Installation =x 0.68 x 1.0931 6,503.95
This is for painting of plywood 350'X6'=2100sf X both sides=4200 X 2 sides of property=8400
+extra panels for walkways
138 09 91 13 00 0102 0190 MOD For Oil Based Paint,Add $478.23
Quantity Unit Price Factor Total
Installation 8,750.00 x 0.05 x 1.0931 = 478.23
139 09 91 13 00 0102 0208 MOD For>5,000 To 10,000,Deduct -$669.52
Quantity Unit Price Factor Total
Installation -669.52 x -0.07 x 1.0931 =
Subtotal for General $91,473.47
Irrigation
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Irrigation
140 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $2,405.53
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 85.00 x 25.89 x 1.0931 = 2,405.53
This is for 2 laborers during the install of irrigation.There are specialty items and laborer needed during
installation for locations that will have to work with landscaper.
141 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
Delivery of Bobcat and Trencher
142 22 11 16 00 0763 EA 1"Schedule 80 CPVC Tee $443.89
Quantity Unit Price Factor Total
Installation 18 00 x 22.56 x 1.0931 = 443.89
143 22 11 19 00 0063 EA 2"Anti Siphon Pressure Type Vacuum Breaker $781.79
Quantity Unit Price Factor Total
Installation 2.00 x 357.60 x 1.0931 781.79
144 22 67 13 53 0017 EA 1"Schedule 80 Standardline Polypropylene Copolymer Socket Fusion 45 $742.13
Degree Elbow
Quantity Unit Price Factor Total
Installation 44.00 x 15.43 x 1.0931 = 742.13
145 23 21 13 23 2008 LF 4"Schedule 40 PVC Pressure Pipe $4,103.58
Quantity Unit Price Factor Total
Installation 474.00 x 7.92 x 1.0931 = 4,103.58
146 23 21 13 23 2015 EA 1"Schedule 40 PVC 90 Degree Elbows $498.76
Quantity Unit Price Factor Total
Installation 44.00 x 10.37 x 1.0931 = 498.76
147 23 21 13 23 2018 EA 2"Schedule 40 PVC 90 Degree Elbows $1,354.55
Quantity Unit Price Factor Total
Installation 57.00 x 21.74 x 1.0931 = 1,354.55
148 23 21 13 23 2018 EA 2"Schedule 40 PVC 90 Degree Elbows $380.22
Quantity Unit Price Factor Total
Installation 16.00 x 21.74 x 1.0931 = 380.22
149 23 21 13 23 2034 EA 4"Schedule 40 PVC 45 Degree Elbows $2,219.08
Quantity Unit Price Factor Total
Installation 32.00 x 63,44 x 1.0931 = 2,219.08
150 23 21 13 23 2082 EA 2"Schedule 40 PVC Threaded Reducing Inserts $490.32
Quantity Unit Price Factor Total
Installation 2100 x 21.36 x 1.0931 = 490.32
151 23 21 13 23 2085 EA 4"Schedule 40 PVC Threaded Reducing Inserts $907.89
Quantity Unit Price Factor Total
Installation 16.00 x 51.91 x 1.0931 = 907.89
152 23 21 13 23 2102 EA 2"Schedule 40 PVC Socket Weld X Threaded Female Adapters $135.57
Quantity Unit Price Factor Total
Installation 6.00 x 20.67 x 1.0931 = 135.57
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Irrigation
153 23 21 13 23 2130 EA 4"Schedule 40 PVC Unions $561.90
Quantity Unit Price Factor Total
Installation 4.00 x 128.51 x 1.0931 - 561.90
154 26 05 19 16 0066 MLF 2/c#6 AWG Cable-XLP(XHHW),600 V Copper,Stranded,Placed In Conduit $7,346.16
Quantity Unit Price Factor Total
Installation 3.00 x 2,240.16 x 1.0931 = 7,346.16
155 26 05 33 13 1569 LF 1"Schedule 40 PVC Conduit With Glued Couplings $1,344.05
Quantity Unit Price Factor Total
Installation 621.00 x 1.98 x 1.0931 - 1,344.05
156 26 05 33 13 1569 0155 MOD For Schedule 80,Add $190.07
Quantity Unit Price Factor Total
Installation 621.00 x 0.28 x 1.0931 = 190.07
157 26 05 33 13 1572 LF 2"Schedule 40 PVC Conduit With Glued Couplings $1,651.02
Quantity Unit Price Factor Total
Installation 472.00 x 3.20 x 1.0931 = 1,651.02
158 26 05 33 13 1595 EA 1"PVC Conduit Adapter $162.13
Quantity Unit Price Factor Total
Installation 24.00 x 6.18 x 1.0931 - 162.13
159 26 05 33 13 1895 EA 4"Schedule 40 PVC Conduit 90 Degree Elbow,Direct Burial $1,196.79
Quantity Unit Price Factor Total
Installation 26.00 x 42.11 x 1.0931 = 1,196.79
160 26 05 33 13 1949 EA 1/2"PVC Coated,Urethane Lined,RGS Coupling,Direct Burial $315.99
Quantity Unit Price Factor Total
Installation 44.00 x 6.57 x 1.0931 = 315.99
Canisters
161 26 05 33 13 2502 LF 1/2"Non-Metallic Liquid Tight Flex Conduit $416.03
Quantity Unit Price Factor Total
Installation 220.00 x 1.73 x 1.0931 = 416.03
Canisters
162 26 05 33 13 2502 0089 MOD For Work In Restricted Working Space,Add $74.55
Quantity Unit Price Factor Total
Installation 220.00 x 0.31 x 1.0931 = 74.55
163 31 23 16 13 0031 LF 4"Wide,24"Deep Trench,Medium Soil,Chain Trencher $1,429.60
Quantity Unit Price Factor Total
Installation 2,144.00 x 0.61 x 1.0931 = 1,429.60
This is for demo and install of all pipe under ground
164 32 84 23 00 0075 EA 1-1/2",5 To 200 GPM,Plastic,Electric Remote Control Irrigation Valve With $1,522.73
Pressure Regulator And Scrubber Valve
Quantity Unit Price Factor Total
Installation 4.00 x 348.26 x 1.0931 = 1,522.73
165 32 84 23 00 0120 EA 33.1"x 23.8"Rectangular Irrigation Valve Box $898.35
Quantity Unit Price Factor Total
Installation 4.00 x 205.46 x 1.0931 = 898.35
166 32 84 23 00 0175 EA Automatic Rain Shutoff Sensor For Irrigation Controllerslncludes adjustable $93.77
sensing probes.
Quantity Unit Price Factor Total
Installation =x 85.78 x 1.0931 93.77
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Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Irrigation
167 32 84 23 00 0200 EA 12 Station ET-Driven Irrigation Controller(Calsense ET2000E-12) $5,143.82
Quantity Unit Price Factor Total
Installation 2 00 x 2,352.86 x 1.0931 - 5,143.82
168 32 84 23 00 0430 EA 1 GPM Bubbler And Check Valve On Riser,36"Tube,4"Diameter Grate,Root $2,608.66
Watering System
Quantity Unit Price Factor Total
Installation 46.00 x 51.88 x 1.0931 - 2,608.66
Rain Bird Canisters
169 32 84 23 00 0430 0350 MOD For Root Watering Sand Sock,Add $117.16
Quantity Unit Price Factor Total
Installation 46.00 x 2.33 x 1.0931 117.16
170 33 05 23 13 0006 LF 8"Diameter Horizontal Augering $2,756.65
Quantity Unit Price Factor Total
Installation 66.00 x 38.21 x 1.0931 = 2,756.65
Canisters
171 33 11 13 23 0007 LF 2"Class 200,SDR 21 PVC Pressure Pipe $1,164.65
Quantity Unit Price Factor Total
Installation 638.00 x 1.67 x 1.0931 = 1,164.65
Subtotal for Irrigation $43,897.52 .
Landscaping
172 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $905.61
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Quantity Unit Price Factor Total
Installation 32.00 x 25.89 x 1.0931 = 905.61
This is for 2 employees for 2 days of labor as needed and requested to move and reinstall any special
bracing as needed for existing trees
173 01 22 23 00 0914 DAY 5,000 LB Telescopic Boom,Hi-Reach,Rough Terrain Construction Forklift With $787.60
Full-Time Operator
Quantity Unit Price Factor Total
Installation 100 x 720.52 x 1.0931 = 787.60
This is needed for Date Palms Higher than 30'
174 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $1,320.34
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 3.00 x 402.63 x 1.0931 = 1,320.34
This is for excavator and bobcat.This is also for location off site to transplant trees per Greenspace
175 01 74 19 00 0029 CY Trees,Stumps And Brush,Landfill Dump Fee $18.05
Quantity Unit Price Factor Total
Installation 100 x 16.51 x 1.0931 = 18.05
Landscaping
176 02 90 20 00 0003 EA Remove And Haul Stump>24 To 48 Inches $11,539.99
Quantity Unit Price Factor Total
Installation 24.00 x 439.88 x 1.0931 = 11,539.99
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Landscaping
177 02 90 20 00 0009 EA >72"DBH Tree Removal and Place on Right-of-Way $2,886.61
Quantity Unit Price Factor Total
Installation 2 00 x 1,320.38 x 1.0931 = 2,886.61
Removal of 2 big Date Plams at Entry Way By Drexel
178 31 11 00 00 0003 ACR Clear And Grub Light Stumps Only Up To 6"Diameter $327.26
Quantity Unit Price Factor Total
Installation 0.25 x 1,197.56 x 1.0931 = 327.26
This is to remove all shrubs and small trees in and along parking lot
179 31 11 00 00 0015 CY Machine Loading Of Cleared And Grubbed Material $98.58
Quantity Unit Price Factor Total
Installation 18.00 x 5.01 x 1.0931 98.58
180 31 13 13 00 0012 EA Up To 6"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting up $834.52
tree,chipping and loading.
Quantity Unit Price Factor Total
Installation 3.00 x 254.48 x 1.0931 = 834.52
Tree Demo
181 31 13 13 00 0013 EA >6"To 12"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting $7,928.11
up tree,chipping and loading.
Quantity Unit Price Factor Total
Installation 19.00 x 381.73 x 1.0931 7,928.11
Tree Removal
182 31 24 13 00 0015 CY Spread And Shape Imported Or Stockpiled Material For Roadways,Parking $141.53
Areas,Landscaping and Embankments
Quantity Unit Price Factor Total
Installation 39.00 x 3.32 x 1.0931 = 141.53
183 31 24 13 00 0015 0041 MOD For>20 To 50,Add $106.15
Quantity Unit Price Factor Total
Installation 39.00 x 2.49 x 1.0931 = 106.15
184 31 68 13 00 0041 EA 2"Rock Bolt,10'Super High-Tensile Anchor $9,598.12
Quantity Unit Price Factor Total
Installation 16.00 x 548.79 x 1.0931 = 9,598.12
This is based on 16 new trees.If quantity changes this will change
185 32 01 90 13 0001 MSF Fertilizer-2 LB Of Nitrogen/MSF(Granular) $1,902.87
Quantity Unit Price Factor Total
Installation 320.00 x 5.44 x 1.0931 1,902.87
This covers new trees and shrubs as required per plans
186 32 01 90 23 0009 EA Tree Pruning(Crown Cleaning),6"Caliper,Aerial Lift Equipment $2,106.62
Quantity Unit Price Factor Total
Installation 24.00 x 80.30 x 1.0931 = 2,106.62
Pruning of trees that will be relocated
187 32 01 90 23 0009 0269 MOD For Crown Reduction,Tree Pruning,Add $869.10
Quantity Unit Price Factor Total
Installation 22 00 x 36.14 x 1.0931 = 869.10
188 32 91 19 13 0010 CY Spread Topsoil By Hand From Stockpile $1,289.86
Quantity Unit Price Factor Total
Installation - 1,289.86
59.00 x 20.00 x 1.0931
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Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Landscaping
189 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $1,744.53
Quantity Unit Price Factor Total
Installation 59.00 x 27.05 x 1.0931 = 1,744.53
This is for all new planting pits.2.67cy per pit X 22 pits=59cy
190 32 93 43 00 0058 EA 65 Gallon Bulnesia arborea-Bulnesia $5,377.00
Quantity Unit Price Factor Total
Installation 12 00 x 409.92 x 1.0931 = 5,377.00
Verawood Bulnesia
191 32 93 43 00 1060 EA 17'To 18'Phoenix Dactylifera&cvs-Date Palm $35,622.64
Quantity Unit Price Factor Total
Installation 4.00 x 8,147.16 x 1.0931 = 35,622.64
14'CT but 17'overall
192 32 93 53 00 0017 EA 65 Gallon Container Tree Planting $2,406.61
Quantity Unit Price Factor Total
Installation 12 00 x 183.47 x 1.0931 = 2,406.61
Verawood Bulnesia
193 32 93 53 00 0017 0252 MOD For>10 To 25,Deduct -$120.28
Quantity Unit Price Factor Total
Installation 12 00 x -9.17 x 1.0931 = -120.28
194 32 93 53 00 0026 EA 20'Balled And Burlapped Tree Planting $1,289.25
Quantity Unit Price Factor Total
Installation 4.00 x 294.86 x 1.0931 1,289.25
This is for the Dactylifera
195 32 93 53 00 0091 EA 5'x 2-1/4'Deep Tree Pit $9,708.50
Quantity Unit Price Factor Total
Installation 22 00 x 403.71 x 1.0931 = 9,708.50
This is to construct 22 new pits for this project
196 32 94 49 00 0005 EA Tree Guying 3"To 4"Caliper,3 Stakes $704.85
Quantity Unit Price Factor Total
Installation 22 00 x 29.31 x 1.0931 = 704.85
This is for relocated trees for Green space
197 32 94 49 00 0014 EA Tree Wrap,>2"To 4"Caliper Applied Ground Level To First Branches Of Tree $355.43
Quantity Unit Price Factor Total
Installation 44.00 x 7.39 x 1.0931 = 355.43
198 32 94 49 00 0015 EA Tree Wrap,>4"To 6"Caliper Applied Ground Level To First Branches Of Tree $287.86
Quantity Unit Price Factor Total
Installation 22 00 x 11.97 x 1.0931 = 287.86
This is for trees being relocated for Green Space
199 32 94 49 00 0024 EA 36"High x 24"Long Root Barrier Panel,.080"Polypropylene,With Self Locking $6,411.69
Joiner
Quantity Unit Price Factor Total
Installation 390.00 x 15.04 x 1.0931 = 6,411.69
Required in plans
200 32 96 43 00 0008 EA >72"To 84"Root Ball,Move Trees On Site $11,259.26
Quantity Unit Price Factor Total
Installation 10.00 x . 1,030.03 x 1.0931 = 11,259.26
This is to rebate trees off site and install in different location per Green space
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Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Landscaping
201 32 96 43 00 0008 0238 MOD For>10 To 20,Deduct -$1,125.89
Quantity Unit Price Factor Total
Installation 10.00 x -103.00 x 1.0931 -1,125.89
Subtotal for Landscaping $116,582.37
Markings
202 01 22 23 00 0914 DAY 5,000 LB Telescopic Boom,Hi-Reach,Rough Terrain Construction Forklift With $787.60
Full-Time Operator
Quantity Unit Price Factor Total
Installation 1.00 x 720.52 x 1.0931 = 787.60
This is for Boom needed to install signage on arm mast on Washington avenue
203 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $880.23
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 2 00 x 402.63 x 1.0931 = 880.23
204 10 14 53 00 0052 EA 48"x 60"Aluminum Engineer Grade Traffic Sign $819.46
Quantity Unit Price Factor Total
Installation 3.00 x 237.44 x 1.0931 = 778.64
Demolition 3.00 x 12.45 x 1.0931 = 40.83
This is for signage on overhead traffic post
205 10 14 53 00 0052 0213 MOD For Hi-Intensity Grade,Add $209.09
Quantity Unit Price Factor Total
Installation 3.00 x 63.76 x 1.0931 = 209.09
206 10 14 53 00 0189 EA 10'Galvanized Steel U-Channel Sign Post $507.24
Quantity Unit Price Factor Total
Installation 6.00 x 77.34 x 1.0931 = 507.24
207 34 41 13 00 0021 EA Vehicle Signal Face,4-12"Sections,Optically Programmed $3,906.00
Quantity Unit Price Factor Total
Installation 2 00 x 1,661.29 x 1.0931 = 3,631.91
Demolition 2.00 x 125.37 x 1.0931 = 274.08
This is to remove 2 ped heads and change Existing Green Ball Trafic lights to Arrows(one left and one Right)
Subtotal for Markings $7,109.62
Pavers
208 02 41 19 13 0057 EA Saw Cut Minimum ChargeFor projects where the total saw cutting charge is $502.82
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
209 31 23 16 13 0013 CY Compaction of Fill or Subbase for Trenches by Vibratory Plate,Air Tamper, $43.67
Etcetera
Quantity Unit Price Factor Total
Installation 17 00 x 2.35 x 1.0931 = 43.67
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Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Pavers
210 31 23 16 13 0013 0064 MOD For Up To 20,Add $34.94
Quantity Unit Price Factor Total
Installation 17 00 x 1 88 x 1.0931 = 34.94
211 31 24 13 00 0005 CY Cut,Shape,and Rough Grading for Roadways,Parking Areas,Landscaping $69.69
and Embankments by Machine in Loose Rock
Quantity Unit Price Factor Total
Installation 17 00 x 3.75 x 1.0931 = 69.69
212 31 24 13 00 0005 0035 MOD For Up To 20,Add $69.69
Quantity Unit Price Factor Total
Installation 17 00 x 3.75 x 1.0931 = 69.69
213 32 00 00 00 0004 ea Hanover M1119 and Black Granite Brick Pavers $372,322.63
Quantity Unit Price Factor Total
NPP Installation 1.00 x 307,501.35 x 1,2108 = 372,322.63
214 32 14 11 00 0002 SF 1"To 2"Sand Bedding,Screeded $5,006.40
Quantity Unit Price Factor Total
Installation 11,450.00 x 0.40 x 1.0931 = 5,006.40
215 32 14 11 00 0002 0114 MOD For>5,000,Deduct -$500.64
Quantity Unit Price Factor Total
Installation -500.64 x -0.04 x 1.0931 =
216 32 14 40 00 0012 SF 1"Thick,Granite Paver,Combinations And PatternsPatterns made by $26,984.54
combining pavers from two or more size groups.
Quantity Unit Price Factor Total
X Installation 17,025.00 x 1.45 x 1.0931 = 26,984.54
This is strictly for labor and grouting.
cost is 1.5%of installation
217 32 14 40 00 0012 0105 MOD For Cement/Sand Mix Or Polymeric Sand Joints,Add $8,135.40
Quantity Unit Price Factor Total
Installation 11,450.00 x 0.65 x 1.0931 = 8,135.40
Subtotal for Pavers $412,669.14
Permit
218 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
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
Installation 10,000.00 x 1.00 x 1.0750 = 10,750.00
Permits
Subtotal for Permit $10,750.00
Silva Cell .
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Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Silva Cell
219 01 74 19 00 0032 CY Excavated Dirt Landfill Dump Fee $9,357.02
Quantity Unit Price Factor Total
Installation 648.00 x 13.21 x 1.0931 - 9,357.02
220 01 74 19 00 0037 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $3,612.48
Quantity Unit Price Factor Total
Installation 9,720.00 x 0.34 x 1.0931 = 3,612.48
221 11 68 13 00 0457 , LF TuffTurf Geotextile Fabric,(12 1/2'Wide Roll),Order an Additional 20%for $3,785.30
Overlap/Waste,per LF(Landscape Structures®109694A)
Quantity Unit Price Factor Total
Installation 714.00 x 4.85 x 1.0931 - 3,785.30
This is for fabric below and above silva cell systems
222 31 23 16 13 0003 CY Over 12"Wide,Excavation for Trenching by Machine in Soil $3,494.05
Quantity Unit Price Factor Total
Installation 883.00 x 3.62 x 1.0931 = 3,494.05
223 31 23 16 13 0003 0057 MOD For>500 To 1,000,Deduct -$521.21
Quantity Unit Price Factor Total
Installation 883.00 x -0.54 x 1.0931 -521.21
224 31 23 16 13 0010 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $1,189.99
Materials by Machine
Quantity Unit Price Factor Total
Installation 648.00 x 1.68 x 1.0931 1,189.99
225 31 23 16 13 0010 0062 MOD For>500 To 1,000,Deduct -$177.08
Quantity Unit Price Factor Total
Installation 648.00 x -0.25 x 1.0931 -177.08
226 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $2,627.90
by Vibratory Plate,Air Tamper,Etcetera
Quantity Unit Price Factor Total
Installation 648.00 x 3.71 x 1.0931 = 2,627.90
227 31 32 19 13 0006 SY 14.1 Oz/SY,9,790 LB/FT Wide Width Tensile Ultimate Bi-Directional Woven $2,178.93
Polyester Geogrid Fabric(Carthage Mills GX-1000)
Quantity Unit Price Factor Total
Installation 485.00 x 4.11 x 1.0931 2,178.93
228 31 32 19 13 0006 0084 MOD For>250 To 500,Add $111.33
Quantity Unit Price Factor Total
Installation 485.00 x 0.21 x 1.0931 = 111.33
229 32 00 00 00 0006 ea Silva Cell-Subcontractor $184,344.30
Quantity Unit Price Factor Total
NPP Installation 420.00 x 362.50 x 1.2108 = 184,344.30
Siva Cell material(s)only and installation.Does not include excavation or backfilling of material
230 32 11 16 00 0008 SY 4"Crushed Aggregate Base Course $2,067.17
Quantity Unit Price Factor Total
Installation 373.00 x 5.07 x 1.0931 = 2,067.17
This is for crushed base under the silva cells per requirements
231 32 11 16 00 0008 0011 MOD For Up To 500,Add $538.20
Quantity Unit Price Factor Total
Installation 373.00 x 1.32 x 1.0931 = 538.20
232 32 91 19 13 0010 CY Spread Topsoil By Hand From Stockpile $14,166.58
Quantity Unit Price Factor Total
Installation 648.00 x 20.00 x 1.0931 = 14,166.58
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•
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Silva Cell
233 32 91 19 13 0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep $19,160.29
Quantity Unit Price Factor Total
Installation 648.00 x 27.05 x 1.0931 = 19,160.29
Subtotal for Silva Cell $245,935.25
Water Main
234 23 21 13 23 1359 EA 8"11-1/4 Degree Elbow,Ductile Iron,Grooved $2,523.81
Quantity Unit Price Factor Total
Installation 6.00 x 384.81 x 1.0931 = 2,523.81
235 23 21 13 23 2390 EA 2"Coupling,Polyvinylidene Fluoride(PVDF)Schedule 40 Socket Weld $1,986.32
Quantity Unit Price Factor Total
Installation 29 00 x 62.66 x 1.0931 = 1,986.32
236 23 21 13 23 2577 EA 2"Flanged Lead Corporation Stop Couplings,XS Lead Flange X Copper Tube $4,144.44
Thread(H-15505)
Quantity Unit Price Factor Total
Installation 29.00 x 130.74 x 1.0931 = 4,144.44
237 31 23 16 13 0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $1,468.98
Quantity Unit Price Factor Total
Installation 209.00 x 6.43 x 1.0931 = 1,468.98
This is to excavate for new water main
238 31 23 16 13 0005 0056 MOD For>50 To 250,Add $367.82
Quantity Unit Price Factor Total
Installation 209.00 x 1.61 x 1.0931 = 367.82
239 31 23 16 13 0011 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $2,494.76
Materials by Hand
Quantity Unit Price Factor Total
Installation 209.00 x 10.92 x 1.0931 2,494.76
240 31 23 16 36 0022 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $2,814.60
by Hand
Quantity Unit Price Factor Total
Installation 209.00 x 12.32 x 1.0931 = 2,814.60
This is for compacting area where fire hydrant was trenched for new location
241 32 11 16 00 0014 SY 8"Thick FDOT Limerock $1,801.46
Quantity Unit Price Factor Total
Installation 97 00 x 16.99 x 1.0931 = 1,801.46
restoration for trench
242 32 11 16 00 0014 0011 MOD For Up To 500,Add $426.24
•
Quantity Unit Price Factor Total
Installation 97.00 x 4.02 x 1.0931 = 426.24
243 32 84 23 00 0387 LF 2"Poly Pipe,80 PSI,NSF $1,621.29
Quantity Unit Price Factor Total
Installation 480.00 x 3.09 x 1.0931 = 1,621.29
244 33 11 13 13 0005 LF 6"Mechanical Joint Ductile Iron Pipe $3,139.49
Quantity Unit Price Factor Total
Installation 110.00 x 26.11 x 1.0931 = 3,139.49
245 33 11 13 13 0005 0021 MOD For Class 53,Add $642.09
Quantity Unit Price Factor Total
Installation 110.00 x 5.34 x 1.0931 = 642.09
Contractor's Price Proposal-Detail Page 22 of 24
6/1/2016
Page 52 of 216
•
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
•
Work Order Title: Espanola Way Pedestrian Mall
Water Main
246 33 11 13 13 0006 LF 8"Mechanical Joint Ductile Iron Pipe $12,580.71
Quantity Unit Price Factor Total
Installation 360.00 x 31.97 x 1.0931 = 12,580.71
247 33 11 13 13 0006 0021 MOD For Class 53,Add $2,664.10
Quantity Unit Price Factor Total
Installation 360.00 x 6.77 x 1.0931 - 2,664.10
248 33 11 13 13 0021 EA 6"90 Degree Elbow,Mechanical Joint Ductile Iron $1,908.16
Quantity Unit Price Factor Total
Installation 4.00 x 436.41 x 1.0931 1,908.16
249 33 11 13 13 0037 EA 6"45 Degree Elbow,Mechanical Joint Ductile Iron $753.98
Quantity Unit Price Factor Total
Installation 2 00 x 344.88 x 1.0931 = 753.98
250 33 11 13 13 0053 EA 6"22-1/2 Degree Elbow,Mechanical Joint Ductile Iron $1,657.05
Quantity Unit Price Factor Total
Installation 4.00 x 378.98 x 1.0931 = 1,657.05
251 33 11 13 13 0054 EA 8"22-1/2 Degree Elbow,Mechanical Joint Ductile Iron $2,030.80
Quantity Unit Price Factor Total
Installation 4.00 x 464.46 x 1.0931 = 2,030.80
252 33 11 13 13 0170 EA 8"x 6"Cross,Mechanical Joint Ductile Iron $1,494.27
Quantity Unit Price Factor Total
Installation 2 00 x 683.50 x 1.0931 = 1,494.27
253 33 11 13 13 0258 EA 8"x 6"Mechanical Joint x Mechanical Joint Reducer,Ductile Iron $1,274.25
Quantity Unit Price Factor Total
Installation =x 291.43 x 1.0931 1,274.25
254 33 11 13 13 0327 EA 6"Mechanical Joint Cap,Ductile Iron $988.73
Quantity Unit Price Factor Total
Installation =x 226.13 x 1.0931 988.73
255 33 11 13 13 0328 EA 8"Mechanical Joint Cap,Ductile Iron $618.41
Quantity Unit Price Factor Total
Installation =x 282.87 x 1.0931 = 618.41
256 33 11 13 13 0375 EA 6"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $1,810.22
Quantity Unit Price Factor Total
Installation 4.00 x 414.01 x 1.0931 1,810.22
257 33 11 13 13 0376 EA 8"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $2,284.10
Quantity Unit Price Factor Total
Installation 4.00 x 522.39 x 1.0931 = 2,284.10
258 33 11 13 13 0391 EA 6"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $1,325.36
Quantity Unit Price Factor Total
Installation 12.00 x 101.04 x 1.0931 = 1,325.36
259 33 11 13 13 0392 EA 8"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $2,050.81
Quantity Unit Price Factor . Total
Installation 14.00 x 134.01 x 1.0931 = 2,050.81
260 33 11 13 23 0184 LF 10"AWWA C900,DR 18,PR 150 PVC Pipe $603.66
Quantity Unit Price Factor Total
Installation 25.00 x 22.09 x 1.0931 = 603.66
Contractor's Price Proposal-Detail Page 23 of 24
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Page 53 of 216
Contractor's Price Proposal - Detail Continues..
Work Order Number: 039951.00
Work Order Title: Espanola Way Pedestrian Mall
Water Main
261 33 11 13 53 0102 EA 8"Diameter x 4"Or 6"Tap Ductile Iron Mechanical Joint Tapping Sleeve $1,305.24
(Mueller H-615)
Quantity Unit Price Factor Total
Installation 1.00 x 1,194.07 x 1.0931 = 1,305.24
262 33 11 13 53 0108 EA 12"Diameter x 8"Tap Ductile Iron Mechanical Joint Tapping Sleeve(Mueller $2,468.22
H-615)
Quantity Unit Price Factor Total
Installation 100 x 2,258.00 x 1.0931 - 2,468.22
263 33 12 16 00 0020 EA 18"To 24"High Round Head Cast Iron Roadway Or Curb Valve Boxes $636.68
Quantity Unit Price Factor Total
Installation 5.00 x 116.49 x 1.0931 636.68
264 33 12 16 00 0136 EA 2"Threaded Ball Meter Valve(Mueller B-20200) $6,147.07
Quantity Unit Price Factor Total
Installation 28 00 x . 200.84 x 1.0931 = 6,147.07
265 33 12 16 00 0283 EA 6"Gate Valve,Mechanical Joint $3,081.67
Quantity Unit Price Factor Total
Installation 4.00 x 704.80 x 1.0931 = 3,081.67
266 33 12 16 00 0284 EA 8"Gate Valve,Mechanical Joint $1,127.97
Quantity Unit Price Factor Total
Installation 100 x 1,031.90 x 1.0931 1,127.97
267 33 12 16 00 0331 EA 2"Resilient Wedge Tapping Gate Valve,Mechanical Joint X Flanged Joint $14,616.19
Quantity Unit Price Factor Total
Installation 29 00 x 461.08 x 1.0931 = 14,616.19
268 33 51 13 00 0100 LF 6"Pipe Wrap $3,544.92
Quantity Unit Price Factor Total
Installation 470.00 x 6.90 x 1.0931 = 3,544.92
269 33 71 19 00 0003 EA 24"x 36"x 24",Electric Pull Boxes,Precast Concrete $13,211.29
Quantity Unit Price Factor Total
Installation 16.00 x 755.38 x 1.0931 13,211.29
This is for 13 small water meter boxes,3 small sewer boxes and
270 33 71 19 00 0010 EA 18"x 28"x 34",Electric Pull Boxes,Precast Concrete $14,046.95
Quantity Unit Price Factor Total
Installation 16.00 x 803.16 x 1.0931 14,046.95
Big Water Meter Box
271 40 05 13 19 0337 EA 2"90 Degree Elbow,Stainless Steel Schedule 5 Type 304 $2,932.24
Quantity Unit Price Factor Total
Installation 29 00 x 92.50 x 1.0931 = 2,932.24
Subtotal for Water Main $120,594.35
Proposal Total $1,691,134.67
This total represents the correct total for the proposal. Any discrepancy between line totals,
sub-totals and the proposal total is due to rounding.
The Percentage of NPP on this Proposal: 35.53%
Contractor's Price Proposal-Detail Page 24 of 24
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IQC
Subcontractor Listing THE GORDIAN GROUP
Date: June 01,2016
Re: IQC Master Contract#: FL-MDCAU06-052014-MEI
Work Order#: 039951.00
Owner PO#:
Title: Espanola Way Pedestrian Mall
Contractor: Metro Express Inc.
Proposal Value: $1,691,134.67
Name of Contractor Duties Amount oho
No Subcontractors have been $0.00 0.00
selected for this Work Order
Subcontractor Listing Page 1 of 1
6/1/2016
Page 55 of 216