2015-29153 Reso RESOLUTION NO. 2015-29153
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE WRITTEN RECOMMENDATION
OF THE CITY MANAGER REGARDING THE EXISTENCE OF A PUBLIC
EMERGENCY AND, ACCORDINGLY, WAIVING, BY 517th VOTE, THE
COMPETITIVE BIDDING REQUIREMENT, FINDING FURTHER THAT THE
BEST INTEREST OF THE CITY WOULD BE SERVED BY SUCH WAIVER;
AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO NEGOTIATE
AMENDMENT NO. 2, TO THE DESIGN-BUILD AGREEMENT BETWEEN THE
CITY AND LANZO CONSTRUCTION CO., APPROVED PURSUANT TO
RESOLUTION NO. 2014-28765, FOR THE SUNSET HARBOUR PUMP
STATION RETROFIT AND DRAINAGE IMPROVEMENTS PROJECT; SAID
AMENDMENT, IN THE NOT TO EXCEED AMOUNT OF $7,080,844, TO BRING
PURDY AVENUE, WEST AVENUE, AND 18TH STREET TO A 3.7 FEET NAVD
ELEVATION, AND TO REPLACE THE 20-INCH WATER MAIN ALONG DADE
BOULEVARD, FROM ALTON ROAD TO THE BRIDGE WEST OF PURDY
AVENUE; FURTHER AUTHORIZING THE MAYOR AND CITY CLERK TO
EXECUTE THE AMENDMENT, UPON COMPLETION OF SUCCESSFUL
NEGOTIATIONS.
WHEREAS, the City has a Design/Build Agreement (Agreement), pursuant to Resolution
No.: 2014-28765 (approved December 2, 2014) with Lanzo Construction Co. (Lanzo) for the
Sunset Harbour Pump Station Retrofit and Drainage Improvements Project; and
WHEREAS, as part of the Agreement, Lanzo is currently finalizing roadway work within
20th Street, between Purdy Avenue and West Avenue, including Bay Road, between 18th and
20th Streets, and will continue roadway work along 20th Street, between West Avenue and
Sunset Drive; and
WHEREAS, Lanzo has also finalized Stormwater improvements for the 18th Street area,
which addresses most of the remaining stormwater deficiencies in this neighborhood; and
WHEREAS, the Public Works Department requested Lanzo to submit cost proposals to
raise the roads to 3.7 Feet NAVD for the remaining street improvements, which will include
Purdy Avenue, West Avenue, and 18th Street in the Sunset Harbour Neighborhood; and
WHEREAS, the Public Works Department has also requested to include the
replacement of the existing 20-inch water mains along Dade Boulevard, from Alton Road to the
bridge west of Purdy Avenue; and
WHEREAS, there will be a "King Tide" on October 28, 2015, that will impact Sunset
Harbour Neighborhood, as well as several additional astronomical high tides this Fall and Spring
that will also impact the area; and
WHEREAS, these conditions may result in flooding that may damage the construction
already being undertaken, and may result in private property damage that can be forestalled, if
all the necessary roadwork, including the installation of the 20 inch water main and elevation of
the streets along Sunset Harbor, is completed; and
WHEREAS, due to these exigent circumstances and the extreme weather conditions the
City Manager has concluded that the potential emergency conditions need to be addressed as
quickly as possible and, accordingly, the Manager recommends that the waiver of competition
bidding would be in the best interest of the City, in order to allow negotiations to proceed with
Lanzo, the City's contractor which is already "ramped up" and performing work in the area; and
WHEREAS, the total amount for the additional work required (design-build street
improvements and water main replacement) is estimated at $6,437,131, plus $643,710 in
contingency; for a total cost of$7,080,844; and
WHEREAS, as a result, the City Manager recommends that the Mayor and City
Commission approve Amendment No. 2, to the Agreement with Lanzo, which will include the
following: remaining street improvements for the Sunset Harbour Pump Station's Retrofit and
Drainage Improvements Project and the water main replacement along Dade Boulevard.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
accept the written recommendation of the City Manager regarding the existence of a public
emergency and, accordingly, waiving, by 5/7ths vote, the competitive bidding requirement,
finding further that the best interest of the City would be served by such waiver; authorizing the
City Manager or his designee to negotiate Amendment No. 2, to the Design-Build Agreement
between the City and Lanzo Construction Co., approved pursuant to Resolution No. 2014-
28765, for the Sunset Harbour Pump Station Retrofit and Drainage Improvements Project; said
Amendment, in the not to exceed amount of $7,080,844, to bring Purdy Avenue, West Avenue,
and 18th Street To a 3.7 feet NAVD elevation, and to replace the 20-inch water main along Dade
Boulevard, from Alton Road to the bridge west of Purdy Avenue; further authorizing the Mayor
and City Clerk to execute the amendment, upon completion of successful negotiations.
PASSED and ADOPTED this 30 day of Se p ternbec- , 2015.
ATTEST: ,. �u., r
PHILIP :YOR
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T:\AGENDA\2015\September\September 30 Me k UBL RKS•.°. -et Harb•:- Pump Stations Improvements Amendment.
Rauls version 092915.doc X41
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APPROVED AS TO
FORM&LANGUAGE
&FOR EXECUTION
7-x (5
City Attorney Date
COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Accepting The
Written Recommendation Of The City Manager Regarding The Existence Of A Public Emergency And,
Accordingly, Waiving, By 5/7th Vote, The Competitive Bidding Requirement, Finding Further That The
Best Interest Of The City Would Be Served By Such Waiver, And Authorizing The City Manager Or His
Designee To Negotiate Amendment No. 2, To The Design-Build Agreement Between The City And
Lanzo Construction Co., Dated May 8, 2013, For The Sunset Harbour Pump Station Retrofit And
Drainage Improvements Project; Said Amendment, In The Not To Exceed Amount Of $7,080,844 In
Total Construction Cost To Bring Purdy Avenue, West Avenue And 18th Street To A 3.7 Feet NAVD
Elevation, And To Replace The 20-Inch Water Main Along Dade Boulevard From Alton Road To The
Bridge West Of Purdy Avenue; Further Authorizing The Mayor And City Clerk To Execute The
Amendment, Upon Completion Of Successful Negotiations.
Key Intended Outcome Supported:
Ensure value and timely delivery of quality Capital Projects.
Supporting Data (Surveys, Environmental Scan, etc.): N/A
Item Summary/Recommendation:
At the Commission meeting held on September 2, 2015, Commissioner Grieco requested a discussion
item on what it would cost to complete all of the construction in Sunset Harbour. Subsequently, Public
Works requested Lanzo to submit cost proposals to: 1) raise the roads to 3.7 Feet NAVD for the
remaining street improvements, which will include Purdy Avenue, West Avenue, and 18th Street in
Sunset Harbour, and 2) raise the roads to 3.7 NAVD for Sunset Drive from Alton Road to 20 Street.
replace the water main along 20 Street and convert Sunset Drive to a one-way street with diagonal
parking on both sides of the road; and 3) replace the existing cast iron 20-inch water main along Dade
Boulevard from Alton Road to the bridge west of Purdy Avenue. The total amount for the combined
design-build remaining street improvements and watermain replacement work is$8,514,446.
After scrutinizing the cost proposal received, concerns were raised with what appeared to be inflated
construction costs. The only way to reduce the project cost is to identify the risk and provide a cost
sharing method. Through negotiations, it was determined that the proposed cost would be reduced by
five percent(5%)which would be placed in a Contractor's Contingency line item.
An additional item was also identified as inflated: street lighting. It was discussed that this number was
the result of higher quotes received for this job and there was a possibility that savings could be
achieved by performing the work with Lanzo crews instead of sub-contracting. There may also be cost
savings achieved if the City were to purchase the lights directly. Again through negotiations, the costs
associated with the street lighting will be removed from the base cost proposal and be added as an
allowance.
The Public Works Department recommends proceeding with work proposed to complete the remaining
work associated with the interior streets of Sunset Harbour for $5,516,206.96 which includes an
allowance for street lighting of $1,143,656.46 and a five percent (5%) contractor contingency of
$275,810.34 and the work proposed to replace the water main on Dade Boulevard for $920,924.08
which includes a 5% Contractor's Contingency of$46,046.20. The Public Works Department does not
recommend proceeding with the work associated with rebuilding Sunset Drive at this time.
The amount of the work for the recommended proposal is $6,437,131.04 and the Public Works
Department is recommending a ten percent(10%) construction contingency of$643,713
THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION
Advisory Board Recommendation:
N/A
Financial Information:
Source of Amount Account
Funds: y 1 $6,067,828 Stormwater Bond Series 2015
2 $1,013,016 Subject to the adoption of the FY 15/16 Capital Budget
()BPI Total: $7,080,844
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Eric T. Carpenter,ext.6012
Sign-Offs:
Departm i Director Assistant Cit ►i anager City M -r
JJF4 1. ETC Or JLM AO
T:WGENDA\2015\September\September 30 Meeting\PUBLIC WORKS\Sunset Harbour Pump Stations Improvemen . C ange
Order No 4.Summary.docx
Agenda Item R7 L
I® MIAMI REACH Date 9-30/c
o____A MIAMIBEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139 www.miamibeachfl.gov
tY 9
MEMO# COMMISSION MEMORANDUM
TO: Mayor Philip Levine and Members o the City C.kission
FROM: Jimmy L. Morales, City Manager
DATE: September 30, 2015
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE WRITTEN RECOMMENDATION OF
THE CITY MANAGER REGARDING THE EXISTENCE OF A PUBLIC EMERGENCY
AND, ACCORDINGLY, WAIVING, BY 5/THS VOTE, THE COMPETITIVE BIDDING
REQUIREMENT, FINDING FURTHER THAT THE BEST INTEREST OF THE CITY
WOULD BE SERVED BY SUCH WAIVER, AND AUTHORIZING THE CITY
MANAGER OR HIS DESIGNEE TO NEGOTIATE AMENDMENT NO. 2, TO THE
DESIGN-BUILD AGREEMENT BETWEEN THE CITY AND LANZO
CONSTRUCTION CO., DATED MAY 8, 2013, FOR THE SUNSET HARBOUR PUMP
STATION RETROFIT AND DRAINAGE IMPROVEMENTS PROJECT; SAID
AMENDMENT, IN THE NOT TO EXCEED AMOUNT OF $7,080,844 IN TOTAL
CONSTRUCTION COST TO BRING PURDY AVENUE, WEST AVENUE AND 18TH
STREET TO A 3.7 FEET NAVD ELEVATION, AND TO REPLACE THE 20-INCH
WATER MAIN ALONG DADE BOULEVARD FROM ALTON ROAD TO THE BRIDGE
WEST OF PURDY AVENUE; FURTHER AUTHORIZING THE MAYOR AND CITY
CLERK TO EXECUTE THE AMENDMENT, UPON COMPLETION OF SUCCESSFUL
NEGOTIATIONS.
ADMINISTRATION RECOMMENDATION
The Administration recommends adopting the Resolution
FUNDING
Amount Account Number
$6,067,828 Stormwater Bond Series 2015
$1,013,016 Subject to the adoption of the FY15/16 Capital Budget
$7,080,844
BACKGROUND
The City has a Design/Build contract agreement with Lanzo Construction Co. (Lanzo) for work
associated with the neighborhood improvements to be completed within the Sunset Harbour
Neighborhood including landscaping, lighting, water, sewer, drainage and paving, and the
retrofit of the three pump stations.
Commission Memorandum—Sunset Harbour Pump Stations Improvements
Page 2 of 4
As part of the Design/Build contract, Lanzo is currently finalizing roadway work within 20th Street
between Purdy Avenue and West Avenue, including Bay Road between 18th and 20th Streets.
Also, the contractor will continue roadway work along 20th Street between West Avenue and
Sunset Drive. The Contractor has finalized stormwater and water improvements for the
neighborhood.
In order to reduce the construction time impact to the City and residents for the completion of the
remaining improvements of the Project area via the Design/Build method, Lanzo was asked to
provide price proposals. Lanzo has invested a substantial amount of time and effort researching
every aspect of the Project. They have a working knowledge of the area, the community, and the
challenges lying ahead. The current Project team has also overseen several major capital
projects throughout the City. Most importantly, Lanzo is immediately available at this time, as
they are currently mobilized on the site, and are willing to work with the City to minimize the
impacts to the community.
At the Commission meeting held on September 2nd, Commissioner Grieco requested a
discussion item on what it would cost to complete all of the construction in Sunset Harbour. A
cost proposal had been received from Lanzo in May 2015 which was the basis of the discussion
of needing an additional $7.5 million inclusive of a contingency to complete the remaining work
in Sunset Harbour. At that meeting, Lanzo was requested to provide a value engineered
detailed cost proposal.
Subsequently, Public Works requested Lanzo to submit cost proposals to 1) raise the roads to
3.7 Feet NAVD for the remaining street improvements, which will include Purdy Avenue, West
Avenue, and 18th Street in Sunset Harbour, and 2) raise the roads to 3.7 NAVD for Sunset Drive
from Alton Road to 20 Street. Sunset Drive improvements will include roadway design and
construction, the replacement of the existing cast iron 20-inch water main (constructed 1964 —
1973) along Sunset Drive and a segment of the existing cast iron 12-inch water main
(constructed 1964 — 1973) along 20 Street and convert Sunset Drive to a one-way street with
diagonal parking on both sides of the road.
As part of the above mentioned improvements, Public Works also requested a third proposal for
the replacement of the existing cast iron 20-inch water main (constructed 1974-1984) along
Dade Boulevard from Alton Road to the bridge west of Purdy Avenue. During the construction
and connection of the water main on Bay Road, the condition of the 20-inch water main along
Dade Boulevard was determined to be in extremely poor condition. With the pending work
associated with the construction of the West Avenue Bridge and the currently reduced traffic due
to the County project replacing the westerly bridge which connects to Miami, the optimal time to
replace this water main is now.
The total amount for the combined design-build remaining street improvements and watermain
replacement work is $8,514,446 (Attachments A, B, & C).
The above recommended project would absorb the majority of the delays attributed to the
procurement of the remaining work, keep the Contractor mobilized on-site; and only extend the
construction schedule nine (9) months bringing the new anticipated Project completion date to
July 2016.
Commission Memorandum—Sunset Harbour Pump Stations Improvements
Page 3 of 4
COST ANALYSIS
Lanzo has reviewed the costs to complete the remaining work and has provided a revised cost
proposal in the amount of $5,516,206 (Attachment A) to complete the interior streets of Sunset
Harbour as defined above. This includes raising the roadway elevation, harmonizing the
sidewalk and driveways with abutting properties and street lighting.
The second proposal provided is for the Sunset Drive roadway improvements include roadway
design and construction, converting Sunset Drive to a one-way street and adding diagonal
parking on both sides of the road. The proposal for this work is $2,077,316 (Attachment B).
As detailed above, Public Works has also identified the need to replace existing water main
along Dade Boulevard. Lanzo provided a cost proposal to include the replacement of the 20-
inch water main along Dade Boulevard between Alton Road to the bridge west of Purdy
Avenue. The proposal for this work is $920,924 (Attachment C).
Therefore, the total cost to complete all of the pending construction work in the Sunset Harbour
Neighborhood is in the amount of$8,514,446.
After scrutinizing the cost proposal received, concerns were raised with what appeared to be
inflated construction costs. At a subsequent meeting with Lanzo, these concerns were put on
the table. The construction method is Design/Build. The higher cost was based on risk and the
experience with the previous work in Sunset Harbour with unknown underground utilities which
have caused project delays when the utility has been damaged or the necessary redesign and
alternate alignment of the proposed pipeline.
The only way to reduce the project cost is to identify the risk and provide a cost sharing method.
Through negotiations, it was determined that the proposed cost would be reduced by five
percent (5%) which would be placed in a Contractor's Contingency line item. This money would
only be paid to the contractor if a situation arose that could not have been anticipated during the
execution of the contract. For example, if a utility were discovered in the field that was not
identified in the as-built drawings which were relied upon to determine the proposed pipeline
alignment. Approval for payment would be required by Public Works.
An additional item was also identified as inflated: street lighting. It was discussed that this
number was the result of higher quotes received for this job and there was a possibility that
savings could be achieved by performing the work with Lanzo crews instead of sub-contracting.
There may also be cost savings achieved if the City were to purchase the lights directly. Again
through negotiations, the costs associated with the street lighting will be removed from the base
cost proposal and be added as an allowance. Payment from this allowance will be to reimburse
Lanzo for sub-contractor costs plus a 15% markup or for Lanzo crew cost plus a 10% and 10%
markup for overhead and profit. These terms already exist in the contract.
The final item discussed was the entire cost proposal for Sunset Drive. This proposal was
admittedly above market value unit pricing due to the higher level of risk associated with the
construction. There is a fiber optic conduit in this area which had been inadvertently damaged
during construction on 20th Street. Negotiations did not result in sufficient cost reductions. A
reduction in a cost proposal cannot be achieved until additional construction design work can be
performed.
Commission Memorandum—Sunset Harbour Pump Stations Improvements
Page 4 of 4
The Public Works Department recommends proceeding with work proposed to complete the
remaining work associated with the interior streets of Sunset Harbour for $5,516,206.96 which
includes an allowance for street lighting of $1,143,656.46 and a five percent (5%) contractor
contingency of $275,810.34 and the work proposed to replace the water main on Dade
Boulevard for $920,924.08 which includes a 5% Contractor's Contingency of $46,046.20. The
Public Works Department does not recommend proceeding with the work associated with
rebuilding Sunset Drive at this time.
The cost proposals were requested and received at the request of the Commission due to the
demand of the neighborhood to complete all of the pending construction. The quickest method
to complete all of the pending construction would be to add it to the existing contract with Lanzo.
After extensive negotiations with Lanzo, it is the opinion of Public Works that going out to bid for
this construction would not necessarily yield a much lower price. The field of typical bidders to
past solicitations is small. The procurement process will also take several months and possibly
delay the overall neighborhood completion beyond the next King Tide cycle and the reopening
of the Venetian Causeway, which will result in additional traffic delays.
The amount of the work for the recommended proposals (Attachment A and Attachment C) is
$6,437,131.04 and the Public Works Department is recommending a ten percent (10%)
construction contingency of$643,713.
CONCLUSION
The Administration recommends adopting the resolution following the recommendation of the
Public Works Department.
Attachment A— Lanzo cost proposals Remaining Street Improvements.
Attachment B— Lanzo cost proposals Sunset Drive Improvements.
Attachment C — Lanzo cost proposals Dade Boulevard Water Main Improvements.
JLM/MT/ETC/JJF/BAM
T:\AGENDA\2015\September\September 30 Meeting\PUBLIC WORKS\Sunset Harbour Pump Stations Improvements Change Order No 4.Memo.doc
Attachment- A
1 of 2
j7LANZD
CONSTRUCTION COMPANY
Delivering sustainable infrastructure solutions
for tomorrow's communities
September 17, 2015
Bruce Mowry, Ph. D, P.E.
City Engineer
Public Works Department-Engineering Division
1700 Convention Center Drive
Miami Beach, FL 33139
Reference: Sunset Harbour Pump Station Retrofit—1TB No. 60-2013TC
Sunset Harbour Elevation 3.7 Design and Build Proposal
Design and Construction of Remaining Street Improvements
The following with attachments summarize Lanzo's proposed cost to complete the Sunset Harbour
Roadway Improvements and Lighting in accordance with Wade Trim 30% Design Plans of April
3, 2015 (attached). Lanzo's takeoff quantities with unit prices have been presented to assist your
review. Please note that this presentation is a Lump Sum Cost Proposal.
Scope of work is as reflected in the attached drawings (WTrim, 30%, April 3) and unit breakdown
sheet. This scope of work includes the remaining portion of Bay Rd (just south of the intersection
of 18th St to Dade Blvd), Purdy Ave from 20th St to Dade Blvd, 18th St from Purdy Ave to Alton
Rd, and West Ave from 20th St up to and including the intersection with 18th St. All work per City
Standard Details and as summarized below. Note: Private Property Concrete Harmonization is
defined as harmonization up to the City ROW and limerock to existing grade transition for
harmonizing driveways into private property.
• Lanzo Letter of May 14, Sunset 30%plans(WO 20th St.) $6,870,600.00
o Additive Allowance for Landscaping $ 166,000.00
TOTAL COST $7,036,600.00
• Lanzo Letter of June 3, Bay Road & 18th St. (Intersection) ($1,481,394.00)
o Additive Allowance for Landscaping ($ 39,000.00)
TOTAL AMOUNT CURRENTLY CONTRACTED ($ 1,520,394.00)
Remaining Sunset Harbour Neighourhood $ 5,389,306
Additive Allowance for Landscaping $ 127,000
Total Cost Proposal (Detail Attached) $5,516,206
2 of
The Design and Construction duration is Thirty-Two(32)weeks after City approval. With City
assistance in acquiring MOT to construct concurrent sections,construction time could be
shortened to twenty(20)weeks.
Sincerely,
J 4
Daniel Mesquita,PM
Lanzo Construction Company
Attachment(s):
CC: LCC/File
125 SE 5'Court Deerfield Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.lanzo.net
9/16/2015 6:39 PM F429 Raise Road Along All but Bay 20th Street PAGE 1 OF 1
ITEM DESCRIPTION QTY UNIT ITEM UNITS TOTAL
ROAD BUILDING PAVING AND HARD SCAPE ALL I
1 General Conditions 1.00 LS 1 556,000.00 556,000.00
2 Engineering/Design 1.00 LS 2 550,000.00 550,000.00
3 Asphalt 2"Thick S-Ill 12,372.00 SY 3 20.00 247,440.00
4 Lime Rock Base 8" 12,372.00 SY 4 18.00 222,696.00
5 Stabilize Subbase 12"No Geofabric Stablization 13,451.00 SY 5 14.00 188,314.00
6 Import and Grade Fill Material In Place 11,963.00 CY 6 21.00 251,223.00
7 Brick Pavers in Roadway(Concrete Pad with Collar) 7,016.00 SF 7 20.00 140,320.00
8 Private Property Concrete Harmonization 2,380.00 SF 8 16.00 38,080.00
9 Drive Way Aprons 19,585.00 SF 9 14.00 274,190.00
10 Curb any Type,Valley Gutter-Gray Concrete 7,130.00 LF 10 25.00 178,250.00
12 Sidewalk-Gray Concrete 35,494.00 SF 12 10.00 354,940.00
13 ADA Cross Walk Ramps 22.00 EA 13 2,000.00 44,000.00
14 Thermo Striping 6" 7,515.00 LF 14 2.50 18,787.50
15 Thermo Striping 18" 115.00 LF 15 8.00 920.00
16 Thermo Striping 12" 620.00 LF 16 5.00 3,100.00
17 MOT/Detour and Barrier Wall 1.00 LS 17. 313,017.00 313,017.00
18 Demo Exisitng Hard Scapes 1.00 LS 18 142,000.00 142,000.00
19 Sod Landscape Areas(No Irrigation,Bahia Sod) 15,682.00 SF 19 1.00 15,682.00
20 Remove Existing Trees in Conflict with Improvements 1.00 LS 20 30,000.00 30,000.00
21 Gravity Wall 339.00 LF 21 350.00 118,650.00
22 Hand Rail 339.00 LF 22 101.00 34,239.00
23 DRAINAGE MODIFICATIONS 23
24 Install New Catch Basins 1.00 EA 24 4,500.00 4,500.00
25 Drainage Pipe 18"A2000 Pipe 32.00 LF 25 400.00 12,800.00
26 Adjust Rim,Valve Box,Service Box&FH Elevations to Mat 1.00 LS 26 315,000.00 315,000.00
27 De-Muck Pipe Line 177.00 CY 27 26.00 4,602.00
28 Install New Catch Basins at Curb Line 8.00 EA 28 5,100.00 40,800.00
29 Install Yard Drains in Landscape Areas 24.00 EA 29 4,000.00 96,000.00
30 Tie Into Existing Structure with New Pipe 10.00 EA 30 5,000.00 50,000.00
TOTAL 4,245,550.50 4,245,550.50
ITEM DESCRIPTION QTY UNIT ITEM UNITS TOTAL
31 Lighting for Sunset 3,150.00 LF 363.07 1,143,656.46
32 Landscaping Allowance 1.00 LS 127,000.00 127,000.00
TOTAL 1,270,656.46 1,270,656.46
GRAND TOTAL 5,516,206.96
F429 Sunset Harbour 3.7 Ely Sept 15 V1.xlsx
niLANZO
ir1LANZD
CONSTRUCTION COMPANY
Delivering sustainable Infrastructure solutions
for tomorrow's cammuniffes
May 14,2015
Bruce Mowry,Ph.D,P.E.
City Engineer
City of Miami Beach,Florida
Public Works Department-Engineering Division
1700 Convention Center Drive
Miami Beach,FL 33139
Reference: Sunset Harbour Pump Station Retrofit—ITB No.60-2013TC
Sunset Harbour Elevation 3.7 Design and Build Proposal
Design and Construction of Remaining Street Improvements
Dear Bruce,
Lanzo Construction Co.,FL., proposes to design,permit and construct the remaining Street Improvements, excluding
Dade Blvd, Sunset Dr. & West Ave. between 18th St and Dade Blvd, approximately 4,000 linear feet. The scope of
work is as agreed upon by the City and Lanzo, and is reflected in the attached drawing and unit breakdown sheet. All
work per City Standard Details and as summarized below.
• Mill Existing Pavement and Raise Road Elevation per Attached Drawings
• Remove Existing Curb and Sidewalks
• New Lime Rock Base
• New Asphalt Roadway
• New Curbing with Gray Concrete
• New Sidewalks with Gray Concrete
• New Retention Walls with Gray Concrete
• Brick Pavers in Roadway Only
• Maintenance of Traffic
• Pavement Markings and Signage
• Drive Harmonization
• Street Lighting(Per Previously Approved Shop Drawings)
• Tree,Irrigation and Landscaping,If Necessary,To Be Billed To The Landscaping Allowance Line Item
• Potential Drainage Revisions
• Removal of Existing Trees and Shrubs in Conflict with Construction
• Excludes Cost Associated With Tree Bond for Tree Removal
• Necessary Private Property Agreements For Noted Harmonization To Be Obtained By The City
The Design and Construction duration is(370)days after City approval.
Total Lump Sum Price $6,870,600.00
Additive Allowance for Landscaping $166,000.00
Total Price Including Additive Allowance $7,036,600.00
Sincerely,
Daniel Mesquita,PM
Lanzo Construction Comp
Attachment(s)
CC: LCC/File
125 SE 5TH Court Deerfield Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.lanzo.net
ITEM DESCRIPTION QTY UNIT
ROAD BUILDING PAVING AND HARD SCAPE
ALL BUT 20TH ST
General Conditions 1 LS
Engineering/Design 1 LS
Asphalt 2"Thick S-III 15,534 SY
Lime Rock Base 8" 15,534 SY
Stabilize Subbase 12" 17,087 SY
Import and Grade Fill Material In Place 15,197 CY
Brick Pavers in Roadway(Concrete Pad with Collar) 7,016 SF
Private Property Concrete Harmonization 2,946 SF
Drive Way Aprons 23,420 SF
F Curb-Gray 3,891 LF
Valley Gutter-Gray 4,773 LF
Sidewalk- Gray 47,820 SF
ADA Cross Walk Ramps 30 EA
Thermo Striping 6" 10,235 LF
Thermo Striping 18" 187 LF
Thermo Striping 12" 1,120 LF
Pavement Message 4 EA
Direction Marking(Turn Arrows) 6 EA
Relocate Sinage 100 EA
MOT/Detour and Barrier Wall 1 LS
Demo Exisitng Hard Scapes 1 LS
Sod Landscape Areas(No Irrigation,Bahia Sod) 21,036 SF
Remove Existing Trees in Conflict with Improvements 1 LS
Gravity Wall 533 LF
Hand Rail 533 LF
DRAINAGE MODIFICATIONS
Drainage Pipe 18"A2000 Pipe 42 LF
Adjust Rim,Valve Box,Service Box&FH Elevations to 1 LS
Match Proposed
De-Muck Pipe Line 53 CY
Install New Catch Basins at Curb Line 11 EA
Install Yard Drains in Landscape Areas 14 EA
Tie Into Existing Structure with New Pipe 19 EA
Lighting for Sunset Harbour 4,000 LF
TOTAL
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I- LANZO
CONSTRUCTION COMPANY
June 3`d,2015
Bruce Mowry,Ph.D,P.E.
Public Works Department
City of Miami Beach
1700 Convention Center Drive,4th Floor
Miami Beach,FL 33139
Reference: Sunset Harbour Pump Stations Retrofit—ITB No. 60-2013TC
• Bay Rd Elevation and Dade Blvd WM-Revised
Bruce,
Per City request, we have assessed our costs associated with refunding the monies reserved for the Dade
Blvd Water Main and, with the Contingency monies, determine if there would be sufficient funds to
perform the Bay Rd Design and Construction from 20th St to and including the intersection of 18th St and
Bay Rd up to approx. 70 ft south of the Point of Curvature(PC) of the intersection. Furthermore,per City
direction,the newly installed 12"WM on West Ave and Dade Blvd is to remain unconnected and stubbed
out until the replacement of the 20"WM along Dade Blvd is performed.
Lanzo Proposal for the design and construction of Bay Rd Elevation to 3.7 from 20th St to and including
the intersection of 18th St and Bay Rd is for$ 1,481,394.00(Plus a $ 39,000.00 Landscaping Allowance),
totaling$'1;520,394.00.
Currently in the Pay Application, there are $ 986,668.24 allocated for the construction of Dade Blvd
Water Main and$835,433.85 left in the Contingency,which comes out to$ 1,822,102.09.
Per City direction,the cost for purchasing the materials that would otherwise have a restocking fee charge
for the construction of 20"WM on Dade Blvd is a total of$65,744.16,justification is attached.
With this;
• Contingency Balance $ 1,822,102.09
• Bay Rd from 20th St up to and including 18`h St intersection ($ 1,520,394.00)
• Dade Blvd 20"WM Material Purchase ($ 65,744.16)
o Total Contingency Withdrawal ($1,586,138.16)
o Remaining Contingency Balance $ 235,963.93
407 Lincoln Road Miami Beach FL 33139 Phone(954)979-0802 Fax(786)476-0368
www.lanzo.net
Page 2 of 2
The Engineering cost to design the remaining Neighborhood roads to a 3.7' Elevation, bringing the 30%
plans to 100% design including lighting, electrical and necessary additional drainage is of$ 326,190.00.
The remaining Neighbourhood includes Bay Rd from south of the intersection with 18th St to Dade Blvd,
18th St between Purdy Ave and Alton Rd, Purdy Ave between 20th St and Dade Blvd, and West Ave from
20th St up to and including the intersection with 18th St. This engineering proposal is for design only and
excludes Construction Support.
Please advise on how the City would like to proceed.
Please feel free to contact me should you have any questions.
Sincerely,
Daniel Mesquita
Project Manager
Lanzo Construction Co.,FL
407 Lincoln Road Miami Beach FL 33139 Phone(954)979-0802 Fax(786)476-0368
www.lanzo.net
LANZO
Attachment - B
F A
CONSTRUCTION COMPANY
Qeffveling sustainable infrastructure solutions
for tamotrow's communities
September 17,2015
Bruce Mowry,Ph.D,P.E.
City Engineer
Public Works Department-Engineering Division
1700 Convention Center Drive
Miami Beach,FL 33139
Reference: Sunset Harbour Pump Station Retrofit—ITB No.60-2013TC
Sunset Harbour Elevation 3.7 Design and Build Proposal
Design and Construction of Sunset Drive
The following with attachments summarize Lanzo's proposal to construct Sunset Drive & 20th Street. The limits of
construction are better defined as,FDOT Alton Rd project to the East and South,pavers entrance to Sunset Islands 3&
4 to the North and beginning/entrance to Lower North Bay Rd to the Northeast. Lanzo's takeoff quantities with unit
prices have been presented to assist your review. This presentation is a Lump Sum Cost Proposal. For water main
improvements along this area,there is an additive proposal below and justified in the attached documents.
Scope of work is as reflected in the attached drawing and unit breakdown sheet. All work per City Standard Details
and as summarized below.Note: Private Property Concrete Harmonization is defined as harmonization up to the City
ROW and limerock to existing grade transition for harmonizing driveways into private property.
• Sunset Drive&20th Street,Roadways (Detail Attached) $1,451,981
• ADDITIVE: Sunset Drive&20th Street,Water(Detail Attached) $ 625,335
Sunset Dr.&20th,to Alton $2,077,316
Total Cost Proposal(Road & Water Mains) $2,077,316
Please note that Viton Gaskets(contaminated soils)are not included in this cost proposal. Proposal assumes cut in
connections(City can isolate existing for connection).
The expected Design and Construction duration is 16 weeks after City approval and obtaining any required permits.
Sincerely,
Daniel Mesquita,PM
Lanzo Construction Company
Attachment(s)
CC: LCC/File
125 SE 5TH Court Deerfield Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.lanzo.net
•
9/16/2015 6:35 PM F429 Raise Road Along Sunset Dr PAGE 1 OF 1
ITEM DESCRIPTION QTY UNIT ITEM UNITS TOTAL
ROAD BUILDING PAVING AND HARD SCAPE ALL
1 General Conditions 1.00 LS 1 141,000.00 141,000.00
2 Engineering/Design 1.00 LS 2 140,000.00 140,000.00
3 Asphalt 2"Thick S-III 3,594.00 SY 3 20.00 71,880.00
4 Lime Rock Base 8" 3,594.00 SY 4 18.00 64,692.00
5 Stabilize Subbase 12"No Geofabric Stablization 4,073.00 SY 5 14.00 57,022.00
6 Import and Grade Fill Material In Place 4,185.19 CY 6 21.00 87,888.89
7 Brick Pavers in Roadway(Concrete Pad with Collar) 1,150.00 SF 7 20.00 23,000.00
8 Private Property Concrete Harmonization 318.00 SF 8 16.00 5,088.00
9 Drive Way Aprons 255.00 SF 9 14.00 3,570.00
10 Curb any Type,Valley Gutter-Gray Concrete 1,077.00 LF 10 25.00 26,925.00
12 Sidewalk-Gray Concrete 4,675.00 SF 12 10.00 46,750.00
13 ADA Cross Walk Ramps 12.00 EA 13 2,000.00 24,000.00
14 Thermo Striping 6" 2,133.00 LF 14 2.50 5,332.50
15 Thermo Striping 18" 189.00 LF 15 8.00 1,512.00
16 Thermo Striping 12" 705.00 LF 16 5.00 3,525.00
17 MOT/Detour and Barrier Wall 1.00 LS 17 130,000.00 130,000.00
18 Demo Exisitng Hard Scapes 1.00 LS 18 80,000.00 80,000.00
19 Sod Landscape Areas(No Irrigation,Bahia Sod) 5,786.00 SF 19 1.00 5,786.00
20 Remove Existing Trees in Conflict with Improvements 1.00 LS 20 8,000.00 8,000.00
21 Gravity Wall 40.00 LF 21 350.00 ` 14,000.00
22 Hand Rail 40.00 LF 22 101.00 4,040.00
23 DRAINAGE MODIFICATIONS 23
24 Install New Catch Basins 2.00 EA 24 4,500.00 9,000.00
25 Drainage Pipe 18"A2000 Pipe 123.00 LF 25 400.00 49,200.00
Adjust Rim,Valve Box,Service Box&FH Elevations to
26 Match Proposed 1.00 LS 26 43,000.00 43,000.00
27 De-Muck Pipe Line 145.00 CY 27 26.00 3,770.00
28 Trench Drain North End of Sunset 50.00 LF 28 550.00 27,500.00
29 Install Yard Drains in Landscape Areas 4.00 EA 29 4,000.00 16,000.00
30 Tie Into Existing Structure with New Pipe 4.00 EA 30 5,000.00 20,000.00
TOTAL 1,112,481.39 1,112,481.39
ITEM DESCRIPTION QTY UNIT ITEM UNITS TOTAL
31 Lighting for Sunset 850.00 LF 370.00 314,500.00
32 Landscaping Allowance 1.00 LS 25,000.00 25,000.00
TOTAL 339,500.00 339,500.00
GRAND TOTAL 1,451,981.39
F429 Sunset Drive 3.7 Ely Sept 15 V1.xlsx
; CI O InHouse Flat Work
•
9/16/2015 6:42 PM F429 AW Sunset Drive WM Sept 15 V1.xlsx PAGE 1 OF 1
ITEM DESCRIPTION QTY UNIT ITEM UNITS TOTAL
NEW WATER MAIN ALONG SUNSET DRIVE
1 General Conditions 1.00 LS 1 80,000.00 80,000.00
• 2 Engineering/Design 1.00 LS 2 50,000.00 50,000.00
3 Exploritory Excavations to Identify Existing Utilities 1.00 LS 3 27,000.00 27,000.00
4 20"DIP WM Restrained Including Fittings 268.00 LF 4 350.00 93,800.00
5 12"DIP WM Restrained Including Fittings 524.00 LF 5 300.00 157,200.00
6 De-Muck Pipe Line 704.00 CY 6 26.00 18,304.00
7 Tie into Exising 20"DIP 1.00 EA 7 7,600.00 7,600.00
8 Tie into Exising 20" W/ 12"DIP 1.00 EA 8 15,700.00 15,700.00
9 Tie into Existing 12"with 10"Tap 1.00 EA 9 12,000.00 12,000.00
10 20"BV 1.00 EA 10 7,500.00 7,500.00
11 12"GV 2.00 EA 11 3,400.00 6,800.00
12 ARV 3.00 EA 12 2,500.00 7,500.00
13 2"Water Service w/Box&Meter 1.00 EA 13 4,500.00 4,500.00
14 Abandon in place of existing 20"WM 268.00 LF 14 48.00 12,864.00
15 Abandon in place of existing 12"WM 524.00 LF 15 40.00 20,960.00
16 Remove and Dispose of Asphalt 3"Thick& 1"Temp 58.00 CY 16 14.00 812.00
17 Sample Points 4.00 EA 17 1,500.00 6,000.00
18 Fill&Flush Assembly 3.00 EA 18 2,600.00 7,800.00
19 Asphalt 2"Thick S-III Trench Restoration 711.00 SY 19 20.00 14,220.00
20 Limerock Base 12" 711.00 SY 20 25.00 17,775.00
21 Temp Striping 6" 800.00 LF 21 2.50 2,000.00
22 MOT/Detour and Barrier Wall 1.00 LS 22 55,000.00 55,000.00
TOTAL 625,335.00 625,335.00
iiiilLANZO F429 AW Sunset Drive WM Sept 15 V1.xlsx
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7ILANZO
Attachment - C
• .. CONSTRUCTION COMPANY
Delivering sustainable Infrastructure solutions
for t011terlow`S COmHnUnitiES
September 17,2015
Bruce Mowry,Ph. D,P.E.
City Engineer
Public Works Department-Engineering Division
1700 Convention Center Drive
Miami Beach,FL 33139
Reference: Sunset Harbour Pump Station Retrofit—ITB No. 60-2013TC
Sunset Harbour Elevation 3.7 Design and Build Proposal
Reinstate Dade 20"Watermain Funds
• The replacement of the 20" watermain within Dade Blvd. between Alton and the Bridge, west of
Purdy was approved and established within Lanzo's Pay Application. This work was delayed and
the funds reallocated to enable construction in other areas of Sunset Harbour.
Scope of work is as reflected in.Lanzo's letter of January 25. All work per City Standard Details
and as summarized below.
• Lanzo Letter of January 25,Approved&Itemized in Pay App. $1,022,800
• Paid to Date,Engineering($78,000)&Materials($23,875.92) ($ 101,876)
Balance(Replenish Fund Realocation) $ 920,924
Total Funds needed for 20"W1'1 $ 920,924
The relative Design and Construction duration is detailed in the Schedule attached(13 weeks after
receipt of permits).
Sincerely,
Daniel Mesquita,PM
Lanzo Construction Company
Attachments)
CC: LCC/File
125 SE 5Th Court Deerfield Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.lanzo.net
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CONSTRUCTION COMPANY
Delivering sustainable infrastructure solutions
for tomorrow's communities
January 25, 2015
Bruce Mowry,Ph. D,P.E.
City Engineer
City of Miami Beach, Florida
Public.Works Department-Engineering Division
1700 Convention Center Drive
Miami Beach, FL 33139
Reference: Sunset.Harbour Pump Station Retrofit—ITB No. 60-2013TC.
Sunset Harbour Re-Design Proposal
Replace 20-inch Water Main in Dade.Blvd.,Alton to Bridge
The following is offered in follow-up to Lanzo's January 13 letter(attached)and recent.discussions.
Replace 20-inch watermain along Dade Blvd, Alton to Bridge
January 13 Letter, Replace 20"WM,Alton to Purdy 1110 822,700.00
Additional Footage,.Purdy to Bridge 225 200,100.00
Subtotal,20"Alton to Bridge on Dade Blvd. 1335 LF $ 1,022,800.00
Credit 20-inch watermain along Purdy& 20th Street
Contract Amount,20"on Purdy&20th Street 2340 (1,938,508.00)
3 Ea..Connections to Existing,20th &Bay, 55,800.00
20th.&West, 18th&Purdy
Relocate 20" Vortex Structure 91,500.00
Actual vs..Concept(After Engr.), 18th, Bay&West, 194,000.00
5 Water Services, 8 Fire Hydrants,&8 Firelines.
Restock materials 18,060.00
Subtotal,20"Purdy&20th Street 2340 LF (1,579,148.00)
Net Credit $ (556,348.00) 0 /
Lanzo's tentative schedule is attached. Please note that 2-months have been allocated for permitting. This
period uses best available knowledge and may change.
C)
J spa g
IJ 1
125 SE 5TH C ourt Deerfield Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.lanzo.net
City of Miami Beach, 25-January Page 2 @ 2
Please note the following.in your review:
® Contaminated Material has been observed in this area Viton gaskets are not included in the costs
presented above,but can be added as required(separate presentation).
o Surface restoration is the same as that typically being performed within the Sunset Harbour work.
This temporary restoration anticipates the future work scheduled for this.area.
• Restocking costs are based on the attached vendor memo and my interpretation. Modification for
delivery instead of restocking can be established according to the memo.
Please review and provide direction. Call if I can assist that review.
Sincerely,
J\Pb
Bob Beaty,PE,Project Manager
Lanzo Construction Company
Attachment(s).
CC: LCC/File
125:SE 5TH Court Deerfield Beach FL 33441-4749 Phone(954)97.9-0802 Fax(954)_979-9897
www.lanzo.net
'1 _ „
iii-
, 1 L:,A, ' ',, Z',.,,.,
. ,
CONSTRUCTION COMPANY
Delivering sustainable Infrastructure solutions
for tomorrawis cammunfties
January 13,2015,
_ Bruce Mowry, Ph.D,:P.E..
City Engineer
City of Miami Beach,Florida
Public Works Department-Engineering Division
1700 Convention.Center Drive
Miami Beach,FL 33 139
Reference: Sunset Harbour Pump Station Retrofit—ITB No..60-2013TC.
Sunset.Harbour Re-Design Proposal
Replace 20-inch.Water Main in Dade Blvd.
Lanzo Construction Co., FL., proposes to design, permit and construct the 20-inch water main replacement
from the end point of DMSI.Construction's.work at Alton Road.and Dade Blvd. to the west side of West
Avenue:. Ad ditional pricing has been provided to extend replacement to the west side of Bay Avenue or to
the existing on the west side of Purdy Avenue. The scope of work is as noted below and as detailed by
attachment. Proposed work per City Standard Details is as summarized below:
1. Install.20" DIP from Alton Road to the west side of West Avenue along Dade Blvd. and tie into
existing appurtenances.
2. Install 12"DIP from Dade Blvd to existing within West Avenue ROW.
3. Reconnect All Services including New Boxes and Digital.Meters.
4. Reconnect All Fire Hydrants
5. Abandon existing Water Main,replaced by the New DI Water Main.
6. Typical 24-inches of Cover. Ditch Slabs in areas of pipe less than 24-inches
7. Remove and Replace All Unsuitable Material per City Standards.
8. Surface restoration.
9. Maintenance of Traffic.
The Design and Construction duration is(90)days from NTP.
Base Bid,'Alton to'west of West Avenue $317,200
Add to reconnect west:of Bay Avenue $225,500
Add to reconnect west of Purdy Avenue $280,000
Total Cost Proposal Price$822,700
Sincerely, ,..•• ,r,
eti/4 ,.'.',)
4"r.
air 2,\, v ,
to t,4,
Bob Beaty,PE,Project Manager
Lanzo Construction Company
Attachment(s)
CC: .LCC/File
125 SE 5'Court Deerfield.Beach FL 33441-4749 Phone(954)979-0802 Fax(954)979-9897
www.tanzo:net
1/13/2015 9:03 PM F429 AW Dade 20in WM 1 .AIt-W. V1.xlsx PAGE 1 OF 1
ITEM DESCRIPTION QTY UNIT
NEW 20"WATER MAIN.BETWEEN ALTON AND
Base WEST
BI General Conditions I LS
B2 Engineering/Design 1 LS
B3 20"DIP WM Restrained Including Fittings 400 LF
B4 De-Muck Pipe Line 252 CY
B5 Tie into Exising 20"DIP 1 EA.
B6 20"BV .2 EA
B7 2"Water Service w/Box&Meter 4 EA
B8 Abandonment:of existing 20"WM: 400 LF
B9 Sample Points 2 EA
B10 Fill&Flush Assembly 1 EA
B 1 i Allowance for onsite Police 10 DY
B12 Remove and Dispose of Asphalt 3 Thick& 1"Temp ' 52 CY
B13 Lane Restoration Asphalt 2"Thick S-III 622 SY
B14 Limerock Base 12" 222 I SY
B15 Concrete Slab 6"thick by 56"Wide 140 i SF
B16 Temp Striping 6" 410 LF
B17 Temp Striping 18" 28 LF
B18 I.MOT/Detour and Barrier Wall 1 LS
St kit
1,.
MIANZO F429 AW.Dade 20in WM 1 At-W.V1.xlsx
1/13/2015 9:01 PM F429 AW Dade 20in WM 2 W. -Bay V1..xlsx PAGE 1 OF 1
ITEM DESCRIPTION ! QTY UNIT
Adder NEW 20"WATER MAIN BETWEEN WEST AND
BAY •
Al Engineering/Design 1 LS
A2 20"DIP WM Restrained Including Fittings 430 LF
A3 De-Muck Pipe Line 270 CY
A4 20"BV 1 EA
A5 Abandonment of existing.20"WM 430 I LF
A6 Remove and Dispose of Asphalt 3"Thick& 1"Temp .56 •CY
A7 Sample Points 2 EA
A8 Fill&Flush Assembly 1 EA
A9 Allowance for onsite Police ._ 8 DY
A10 Lane Restoration Asphalt 2 Thick S-III 669 SY
All !Limerock Base 12" 239 SY
Al2 Concrete Slab 6.. thick by 56"Wide 326 SF
A 1.3 Temp Striping 6" 440 LF
Al 4. MOT I Detour and Barrier Wall 1 LS
id
miLANZO F429 AW Dade 20in WM.2 W.-Bay Vl.xlsx
1/13/2015. 9:09 PM F429 AW Dade 20in WM 3 Bay-Purdy V1.xlsx PAGE 1 OF 1
ITEM DESCRIPTION QTY UNIT
NEW WATER MAIN.BETWEEN BAY AND PURDY
Engineering/Design 1 LS
20"DIP WM Restrained Including Fittings 280 LF
12"DIP WM Restrained Including:Fittings 40 LF
De-Muck Pipe Line 180 CY
Tie into Exising 20"DIP ? 1 EA
Tie into Exising 20"W/12"DIP 2 EA
20"BV I 1 EA
12"GV 2 E EA.
Fire Hydrant w/GV 1 EA
2"Water Service w/Box&.Meter 3 EA
Abandonment of existing 20"WM 280 LF
Remove.and Dispose':of Asphalt 3"Thick&1"Temp 37 CY
Sample Points 2 EA
Fill&Flush.Assembly 1 EA
Allowance for onsite Police 15 DY
Asphalt 2"Thick.S-III Lane Restoration 436 SY
Limerock Base 12" 156 . SY
Concrete Slab 6"thick by 56"Wide 139 SF
Temp Striping 6" 290 LF
MOT/Detour and Barrier Wall 1 LS
itt, e t
541 iscik
fin; F429 AW Dade 20in WM 3 Bay-Purdy V.1.xlsx
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DUCTILE IRON PIPE
THE RIGHT WAY
Coleman McClain
Southeast Florida Satellite Office
1931 Cordova Road,Suite 224
Fort-Lauderdale,FL 33316
Phone:. 816-301-3833
Fax: 205-307-3976
PROJECT NO:
PROJECT: Sunset Harbor 16"DIP
LOCATION:
BID DATE: 12/812014
QUOTATION
QTy UOM DESCRIPTION SPEC TOT.WT. Unit$ Total$
500 FT 16"FST x FSTPE PIPE CL-5320'0-112" CL-ASP 36;950 $49.26 $24,630.00
(Total.Quote.Summary 36,950 LBS. '$24,630.001
Material on Hand,Not Available for return.
16"Fastite, 20 LF L$49.26=$985.20
7%o Sales Tax 68.96
Subtotal 1,054:16
10%Handling 105.42
Total ACI .1,160
Supply House
Total HDSupply 16,900
Total Material Restock =$18,060
0114,4i)
6
Due to continuing volatility in the price of raw materials,energy,and transportation costs,ductile iron pipe prices cannot
be held firm for a period of more than 60 days from the date of quotation. Orders,releases,andfor shipments placed or
made after the SO.day period Will be subject:to a 5%price.increase. Open orders remaining after 90 days will either be
:Cancelled or re-quoted using the prices in effect at the time of release for shipment.
All ACIPCO
Terms and.Conditions Apply
:Drawing Charge$800/Sheet
12/8/2014 Unless Otherwise Stated. Page 1 of 2
Bob Beaty
From: Daniel Mesquita
Sent: Friday,January 23,2015 6:06 AM
To Bob Beaty;James Tilli
Cc: Michael Bone
Subject: Fwd:20" material return
Attachments:; Request deniedl.doc ATT00001.htm
All,
Please see below prices. I told Bruce that we would.give him the option of the restocking fee or the purchase
price (plus our overhead'.& profit)and,then he could choose if he wants to purchase it or not.
dt
PAT
James, let.me know how I can help.
Thanks,
Daniel Mesquita
Lanzo Construction Co..
407 Lincoln Road, Ste. 10-R
Miami Beach, FL 33139
Direct: (305)548-8766
Mobile: (321) 604-2490
Fax: (786)476-0368
Email: DanielM(Lanzo.orq
Website:www.lanzo.net
Sent from my iPhone
Begin forwarded message:
From "Clark, Mick[HDS] <Mick.Clark(S)hdsupoly.com>
Date: January 23, 2015 at 12:30:58 AM EST
To Daniel Mesquita <DanielM a,Lanzo.oro>
Cc: "Matz, John W[HDS]" <j.matza.hdsupply.com>
Subject: 20" material return
Daniel this is.what we need help on ,we have taken care of a lot of the other materials,'&were
able,to stop some from shipping. It could have been much worse..
1
20x16 tap sleeve-not able to take back(see attached) .2.@ $3,975
16" horiz gate valve-50 percent 2 @ 50% @ 4,995
20 fittings:45 percent but we can use some on next section
2 ea. 20X6 MJ TEE (I) CP DI
4 ea. 20 MJ 45 BEND(I) CP D
2 ea. 20X12 MJ TEE(I)CP DI
2 ea. 20X16 MJ REDUCER(I)CP 2 @ 425 = $850
4ea-20" mj butterfly valves 40 percent but we can use some on next section
31 ea. 20 EBAA MEGALUG MJ DI 40percent, but we can use some on next
section
19ea 20x2 ds saddle 35 percent but we can use some on next section 7 @ 35% @ 230
Thanks,Mick
Subtotal $ 12,359
7% Sales 1,005
Mick Clark Subtotal 15,364
Account Manager
4310 nw 10th Ave. 10%Handling 1,537
Oakland Park,FL 33309
Total $ 16,900
mick.clark@ hdsupply.com
Office-954-772-7343
Office Fax-954-772-0443
Cell 954-275-4547 �,
Home Phone-954-752-9218 r
Home Fax-954-752-8818
2
, ,
xF. F
.-- -,JCM IA�� C°
P.O.Box 1220-Nash,Texas 75569-1.220
Toll Free 800-527-8482 Fax.Toll Free 800-874-9524
Outside U.S.903-832-2581,Fax 90.3-838-6260
www.jcrnindustries.corn 1* V
ell
January 22,2015
WI } HD Supply/Miami,FL
Attn: Alex Milian
Email: alexander.milian2 @hdsupply.com F
Re: Return Request
411 Dear Alex:
We are in receipt of your request to return 1 of a JCM 419-2160X16ESS MJ
Outlet Tapping Sleeve that was purchased on your purchase order#6854027.
The Tapping Sleeve was an engineered non-returnable products that was built.
per your order. We do not stock this product,therefore we cannot accept its
return.
If it was a regular item that we did stock,we would be happy to accept the return.
4-!2 Regards,
di_ y__ki6) dra., 4/ 01,2450
Christy Spencer
Returns&Allowances
JCM Industries Inc.
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