C7M-Approve 63rd St Water Main Replacement Project Utilizing NJPA Cooperative CBuild and maintain priority infrastructure with full accountability. Streamline the delivery of services
Data (Surveys, Environmental Scan, etc: N/A
COMMISSION ITEM SUMMARY
Condensed Title:
Joint Powers Alliance (NJP
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Authorizing The City
Manager To Approve The 63'd Street Water Main Replacement Project Utilizing The Competitively Bid National
'ative Contract For Construction Services With The Gordian
Advisorv Board Recommendation:
Financial lnformation:
Source of
Funds:
Amount Account
1 90,000 420-2759-069357
2 5,000 423-2759-069357
3 1.145.000 424-2759-069357
4 360,000 424-z.1fi'cb935'l
OBPI Total 1,600,000
Financial lmpact Summary:
Item Summarv/Recommendation :
The lndefinite Quantity Construction process is used extensively by the local, state and federal governmental
agencies throughout the United States to expedite 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 project replaces the existing water main in 63 Street from La Gorce Drive to lndian Creek Drive. The
construction project incorporates directional drilling to install the main under the lndian Creek channel in the
vicinity of the draw bridge. This will require an excavation in the median between Collins Avenue and lndian
Creek Drive and on Allison lsland. The remainder of the work will be open cut with a portion of the water main
being suspended from the stationary bridge. The duration of the construction will take approximately six (6)
months to complete. The existing 16-inch water main has reached its life expectancy of 70 years plus and has a
history of leaks. The water main improvements include installing approximately 1 ,100 linear feet of 20-inch pipe,
210 linear feet of 12-inch, 280 linear feet of 8-inch, 200 linear feet of 6-inch of ductile iron pipe and fittings,
relocation and replacement of one fire hydrant; traffic control and all ancillary and miscellaneous work. ln an effort
to expedite the replacement of the water main, the NJPA IQC contract was utilized to procure the necessary
construction services, however, the original project cost was estimated above the $250,000 threshold.
The contractor, David Mancini & Sons, lnc., submitted for review a proposal to complete the work. Based on
designer's Milian, Swain and Associates, lnc. (Engineer of Record) opinion of probable construction cost and City
staff and NJPA Project Manager Review, the proposal submitted by DMSI, lnc. in the final amount of $1,560,000
has been considered reasonable for the type of work that is included.
This project surpassed the $250,000 threshold limit approved by the City Commission for projects through the
NJPA IQC contract award. Accordingly, in order to move fonruard with the completion of this project, approval is
required to exceed the $250,000 project threshold limit by $1,350,000 which includes $40,108 for project
contingency, for a project total not to exceed $1,600,000. The project supports the KIO of maintaining the City's
infrastructure.
THE ADMINISTRATION RECOMMENDS APPROVING THE RESOLUTION.
T:\AGENDA\2015Uune\PUBLIC WORKS\Agenda NJPA\63 ST WM Replacement NJPA - Summary.doc
AGENDA trEM c1M
ome- 6'E MIAMIBEACH 173
g MIAMIBEACH
City of Miomi Beoch, 'l 200 Convention Center Drive, Miomi Beoch, Florido 331 39, www.miomibeochfl.gov
COMMISSION MEMORANDUM
TO Mayor Philip Levine and Members of City ron
FRoM: Jimmy L. Morales, City
DATE: June 10,2015
suBrECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, AUTHORIZING THE CITY MANAGER TO APPROVE
THE 63.d STREET WATER MAIN REPLACEMENT PROJECT UTtLtZtNG THE
coMPETTTTVELY BrD NATTONAL JOrNT POWERS ALLTANCE (NJPA)
COOPERATIVE CONTRAGT FOR CONSTRUCTION SERVICES WITH THE
GORDIAN GROUP.
ADMINISTRATION RECOMMENDATION
The Administration recommends approving the Resolution.
FUNDING
$ 90,OOO 420-2759-069357 - 63'd Street 16" Water Main
$ 5,OOO 423-2759-069357 - 63'd Street 16" Water Main
$1,145,000 424-2759-069357 - 63'd Street 16" Water Main
$ 360,000 384-2324-069357 - La Gorce Neighborhood lmprovement
$1,600,000 TorAL
BACKGROUND
Prior to October, 2012, the City acquired construction services for many small or emergency
construction projects through a Job Order Contracting process (JOC) that enabled facility
owners to accomplish a large number of repairs, maintenance and construction projects with a
single, competitively bid contract eliminated the time and expense of completing the normal
design-bid-construct cycle for each project. Prior to the award of these contracts, the City
selected one of several available comprehensive catalogs of construction tasks established by
one of several national organizations, such as RS Means or the Gordian Group. The catalogs
contain almost every imaginable construction task possible and a unit of measure and cost for
each construction task. Contractors were required to competitively bid an adjustment factor
(e.g. 1.15) to be applied to a comprehensive catalog of almost every imaginable construction
tasks with pre-set unit prices. The prospect of continuing work keeps the contractor motivated to
provide timely, responsive, and high quality work.
Since the fall of 2012, the City has been without a methodology for expediting construction and
infrastructure projects. This is especially problematic for smaller projects and projects related to
unplanned emergency work for which releasing independent solicitations is not operationally
feasible and causes unnecessary delays. To address this problem, as authorized by Florida
Statutes, the Finance and City-Wide Projects Committee (the "Committee") endorsed a
174
Commission Memorandum -63n Sfreef Water Main Replacement NJPA
Page 2 of 2
recommendation by the Administration to utilize the indefinite quantity contract (lQC) for
construction services to expedite the delivery of construction projects under $250,000 or for
emergency projects as approved by the City Manager. The Committee's endorsement of the
IQC process for small and emergency projects was approved by the City Commission on April
23,2014. The IQC process is similar to the previously used process by the City but with tighter
controls, including a limit on design, additional competition on certain items and a small project
threshold that limits exposure.
The IQC process is used extensively by the local, state and federal governmental agencies
throughout the United States to expedite 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 project replaces the existing water main in 63 Street from La Gorce Drive to lndian Creek
Drive. The existing 16-inch water main has reached its life expectancy of 70 years plus and has
a history of leaks. The construction project incorporates directional drilling to install the main
under the lndian Creek channel in the vicinity of the draw bridge. This will require an excavation
in the median between Collins Avenue and lndian Creek Drive and on Allison lsland. The
remainder of the work will be open cut with a portion of the water main being suspended from
the stationary bridge. The duration of the construction will take approximately six (6) months to
complete.
The water main lmprovements includes installing approximately 1,100 linear feet of 20-inch
pipe, 2l0linearfeet of 12-inch, 280 linearfeet of 8-inch, 200 linearfeet of 6-inch of ductile iron
pipe and fittings, relocation and replacement of one fire hydrant; tratfic control and all ancillary
and miscellaneous work. ln order to expedite the process the Public Works Department
contacted the Procurement Office to request the use of the NJPA cooperative contractor
procurement process to build the project and has chosen DMSI, lnc. for its previous good work
in completing projects on time and on budget, to provide a proposal to build the improvements.
The contractor submitted for review a proposal to complete the work. Based on designer's
Milian, Swain and Associates, lnc. (Engineer of Record) opinion of probable construction cost
and City staff and NJPA Project Manager Review, the proposal submitted by DMSI, lnc. in the
final amount of $1,560,000 has been considered reasonable for the type of work that is
included.
This project surpassed the $250,000 threshold limit approved by the City Commission for
projects through the NJPA IQC contract award. Accordingly, in order to move forward with the
completion of this project, due to the leaks and deterioration of this line, approval is required to
exceed the $250,000 project threshold limit by $1,350,000 which includes $40,108 for project
contingency, for a project total not to exceed $1,600,000. The project supports the KIO of
maintaining the City's infrastructure.
CONCLUSION
The Administration recommends approving the Resolution authorizing the City Manager to
approve Work Order No 030803 for the Construction of the 63'd Street Water Main Replacement
project.
:'i I
JLM1MTtwJJF/BAM/JR
T:\AGENDA\2015\June\PUBLIC WORKS\Agenda NJPA\63 ST WM Replacement NJPA - Memo.docx
175
EffiHMIAHffififfitWork Order Signature Document
NJPA EZIQC Contract No.: FL-MDCAU06-052014-DMS
I x I r.r"*work order l-l *oo,r, an Existins work order
Work Order Number: 030803.00 Work Order Date: 0512212015
Work Order Title: CMB - PWwater main installation
Owner Name: City of Miami Beach Contractor Name: David Mancini & Sons, lnc.
Contact: Bruce Mowry Contact: Albert Dominguez
phone: 305-673-7080 Phone: 305-532-8827
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of NJPA
EZIQC Contract No FL-MDCAU06-052014-DMS.
Brief Work Order Descriotion:
The proposed improvement consists of the replacement of a water main from 63rd and Lagorce to Indian Creek Drive.
Time of Performance See Schedule Secfion of the Detaited Scope of Work
Liquidated Damages Wll appty: tr Wil not appty: Fl
Work Order Firm Fixed Price: 91,559,891.94
Owner Purchase Order Number:
Approvals
Owner Date
Work Order Signature Document
ezlQC-NJPA-FL
Page 1 of 1
5t222015
176
BffiRAIAhI
Wf;ffiffiDetailed Scope of Work
To: Albert Dominguez From: Bruce Mowry
David Mancini & Sons, lnc. City of Miami Beach
1939 NW 40th Court 1700 Convention Center Drive
Pompano Beach, FL 33064 Miami Beach, FL 33139
305-532-8827 305-673-7080
Date Printed: MaY 22,2015
Work Order Number: 030803.00
Work Order Title: CMB - PWwater main installatlon
Brief Scope: The proposed improvement consists of the replacement of a water main from 63rd
and Lagorce to lndian Creek Drive.
l-l Preliminary
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items
set forth below shall be considered part of this scope of work.
The proposed improvement consists of the replacement of a water main from 63rd and Lagorce to Indian Creek
Drive. Scope of Work is based on Plans/Specifications and any revisons issued by MSA Milian, Swain & Associates
inc. Dated from5llS/2015 Sheets G-l,G-2, G-3, G-4, C-7,C-2,C-3,C-4,C-4A,C-5,C-6,C-7,M-1,M-2,
M-3, M-4, S-1. S-2
Note: Contractor has priced the project based on plans and specifications provided by EOR and walkthrough
performed.
1. Contractor has not priced as part of this project any Other than normal Working Hours
2. Contractor has only submitted for 50o/o of the contaminated soil to be removed and replaced
3. where open cut excavation lvill cross the intersections, conhactor will milVresurface and
replace traffic loops. FDOT requirement.
4. A payment and Performance Bond is included as part of this project not to exceedZ.5%o
Contractor must abide by all rules all regulation, State, local, or federal guidelines as it relates to underground
construction.
Final
Page 1 ol 2
5t2212015
Scope of Work
ezlQC-NJPA-FL
177
Detailed Scope of Work Continues..
Work Order Number: 030803.00
Work Order Title: CMB - PWwater main installation
Owner Date
Scope of Work
ezlQC-NJPA-FL
Page 2 ot 2
5t22/2015
178
Job Order Contract
Proposal Review Summary - CSI
Date:
Work Order #:
Title:
Contractor:
Proposal Value:
Proposal Name:
Proposal Submitted:
May 21 ,20'15
030803.00
CMB - PW water main installation
FL-MDCAU06-052014-DMS - David Mancini & Sons, lnc
$1,559,891.94
CMB - PW water main installation Mikes
0512112015
01 - General Requirements:$220.483.3s
02 - Site Work:$54,486.85
22 - Plumbing:$14,02',t.21
23 - Heating, Ventilating, And Air-Conditioning (HVAC):$7't,667.47
31 - Earthwork:$181,293.30
32 - Exterior lmprovements:$410,847.74
33 - Utilities:$604.062.26
34 - Transportation:$3,029.75
Proposal Total
This proposal total represents the correct total for the proposal. Any discrepanry between line totals,
sub-totals and the orooosal total is due to roundino of the line toiels and sub-totals
The Percent of NPP on this Proposal: 4.95%
$1,559,891.94
Proposal Review Summary - CSI
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Page 1 of 1
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179
Job Order Contract
Proposal Review Detail - CSI
Date: May 21 ,2015
Work Order #: 030803.00
Title: CMB - PW water main installation
Contractor: FL-MDCAU0&052014-DMS - David Mancini & Sons, tnc.
Proposal Vatue: $1 ,559,891.94
Proposal Name: CMB - PW water main installation Mikes
ProPosal Submitted: o5l21l2o1s
Rec# CSI Number Mod. UOM Description Line Total
1 - General Reouirements
1 01 22 16 00-0002 EA Reimbursable Fees Reimbursable fees will be paid to the contraclor for the
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 g1 .00. The quantity used will adjust the base
cost to the actual Reimbursable Fee (e.9. quantity of 125 = $125.00
Reimbursable Fee). lf there are multiple Reimbursable Fees, each one shall
be listed separately with a comment in the "note" block to identiry the
Reimbursable Fees (e.9. sidewalk closure, road cut, various permits,
extended warrantee, expedited shipping costs, etc.). A copy ofeach receipt
shall be included with the Proposal.
$36,000.00
Quantity
lnstallation 36,000.00 x
Contractors Note: Bond 2.5% of proposal amount
Unit Price Factor Total
1.00 x 1.0000= $36,000.00
2 01 22 '16 00-0002 EA Reimbursable Fees Reimbursable fees will be paid to the contractor for the
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.9. quantity of 125 = $'125.00
Reimbursable Fee). lf there are multiple Reimbursable Fees, each one shall
be listed separately with a comment in the "note" block to identify the
Reimbursable Fees (e.9. 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 Totallnstallation 2O,O0O.OO x 1.OO x 1.0750 = $2.I,5OO.OO
Contractors Note: allowance for permiting
$21,500.00
3 01 22 20 00-0056 HR Flagperson For Traffic Control $13,518.36
Quantity Unit Price Factor Totallnstallation 460.00 x 25.89 x 1.1351 = $.13,518.36
4 01 222300-0228 MO 1" x 8' x 1 0' Steel Plate $2.248.72
Quantity Unit Price Faclor Totallnstallation p3O x 165.09 x 1.1351 = $2,248.22
5 01 2223 00-0234 MO 1" x 8'x 16'Steel Plate
Quantity Unit Price Factor Totallnstallation 23.00 x 399.97 x .1..135.1 = $1|0,442.14
Contractors Note: Changeweekto months
$10,442.14
6 01 222300-0422 WK Up To 16'Rails, 3 Cylinders, Aluminum Hydraulic Shoring Up to 88,'spread
width.
Quantity Unit Price Factor Totallnstallation 1O.OO x 75.05 x 1.'1351 = $851.89
ContractorsNote: Dewatering
$851.89
Proposal Review Detail - CSI
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Page 1 of 17
5t21t2015
180
Proposal Review Detail - CSI Gontinued..
Date:
Work Order #:
Tifle:
May 21,2015
030803 00
CMB - PW water main installation
Rec# CSI Number Mod. UOM Description Line Total
0'l - General
7 01 22 23 0G0980 $1,918.21WK 16,500 GPH, 3" Discharge, 85'Maximum Head, Gas Powered Portable
Centrifuoal Pumo
Factor
lnstallation 1O.OO x 168.99 x 1.1351 =
Contractors Note: Dewatering
Quantity Unit Price Total
$1,918.21
I 01 22 23 0G1004 WK 156,000 GPH, 6" Discharge, 160'Maximum Head, Diesel Powered Portable
Trash PumD
Quantity Unit Price Factor Total
lnstallation 1O.OO x 1,126.58 x 1.1351 = $12,782.A1
ContractorsNote: Dewatering
$12,787.81
9 01 222300-1047 WK 3" lnside Diameter, 20' Length, Suction Hose With Couplings
Quantity Unit Price Factor Total
lnstallation 20.00 x 59.38 x 1.1351 = $1,348.04
Contractors Note: Dewatering
$1,348.04
10 01 222300-1053 WK 6" lnside Diameter, 20' Length, Suction Hose With Couplings
Quantity Unit Price Factor Total
lnstallation 20.00 x ,tO4.3t x 1.'1351 = $2,369.41
Contractors Note: Dewatering
$2,369.41
11 01 55 26 00-0025 MO Channelizer Drum
Quantity Unit Price Factor Total
lnstallation 660.00 x 12.22 x 1.1351 = $9,192.27
Contractors Note: MOT
$9,192.27
12 01 55 26 00-0030 WK Type I Barricade, Up To 3'Wide Wth Reflective Rail Each Side $4,380.58
Quantity
lnstallation 1,440.00 x
ContractoB Note: MOT
Unit Price Factor
2.68 x '1.135'l =
Total
$4,380.58
13 01 55 26 00-0036 WK Type Ill Barricade, Up To 5'VMde With Three Reflective Rails $1 ,106.59
Quantity
lnstallation 144.00 x
Contractors Note: MOT
Unit Price Factor
6.77 x 1.'1351 =
Total
$1 ,106.59
14 0'l 55 26 00-0048 WK Type B Flasher (High lntensity)$7,449.09
QuantitY
lnstallation 875.00 x
Contractors Note: MOT
7.50 x 1.1351 =
Unit Price Factor Total
$7,449.09
15 01 55 26 00-0078 MO Aluminum Sign And Post
Quantity Unit Price Factor Total
lnstaltation 155.00 x 20.75 x 1.1351 = $3,650.77
Contractors Note: MOT signage
$3,650.77
16 01 55 26 00-0081 MO Aluminum Sign And A Frame Stand
Quantity Unit Price Factor Total
lnstallation 18O.OO x 27.31 x 1.1351 = $5,579.92
Contractors Note: MOT signage
$s.579.92
17 0't 55 26 00-0082 DAY Trailer Mounted Arrow Board
Quantity Unit Price Factor Total
lnstallation 52O.OO x 40.00 x 1-1351 = $23,610.08
Contractors Note: MOT
$23,610.08
Proposal Review Detail - CSI
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Page 2 ol 17
512112015
181
Proposal Review Detail - CSI Continued..
Date:
Work Order #:
Title:
Rec# CSI Number
May 21 ,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
- General irements
18 01 55 26 00-0087 MO Trailer Mounted Message Board $7,150.41
Contractors Note:
lnstallation
MOT
Quantity
7.O0 x
Unit Price
899.91
Factor
1.1351 =
Total
$7,150.41
19 01 55 26 00-0105 EA Place And Remove Crash Attenuator Barrels lf lifting equipment is not
available on site,
$5,16s.1 6
Quantity
180.00
l...lnit Price
25.2A
Factor
1.1351 =
Total
$5,16s.1 6lnstallation
Contractors Note: MOT
20 01 55 26 00-0108 EA Place And Remove >250 Cones By Hand From Roadside $1,384.82
Quantity
2,000.00
Unit Price
0.61
Factor
1.1351 =
Total
$1,384.82lnstallation
Contractors Note: MOT
21 01 56 26 00-0005 LF Temporary 6'High Chain Link Fence And Posts, Up To 6 Months $2,122.64
lnstallation
Quantity
1,000.00 x
Unit Price
1.87 x
Factor
1.1351 =
Total
$2,122.64
22 01 66 19 00-0005 CY Handling Material For Over 125' Per CY Of Material Per 125' For delivery,
demo or miscellaneous movino required by owner.
$1,427.96
lnstallation
Quantity
925.00 x
Unit Price
1.36 x
Factor
1.1351 =
Total
$1 ,427.96
01 71 13 00-0003 EA Equipment Delivery, Pickup, Mobilization And Demobilization Using A Tractor
Trailer Wth Up To 53' Bed lncludes 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, traclors, pavers, rollers,
bridge finishers, straight mast construction forklifts, telescoping boom rough
terrain construction forklifts, telescoping and articulating boom manlifts with
>40' boom lenoths, etc.
$4,570.25
Quantity Unit Price
lnstallation 1O.OO x 402.63
ContractoB Note: Mobilization of heavy equipement Track, Loader, etc
Factor
1.1 351 =
Total
$4,570.25
24 01 71 23 '16-0005 HR 2 Person Survey Crew (Unit Of Measure ls Per Crew Hour Worked) lncludes
suryeyor. rodman. equipment and instruments.
$7,282.35
Quantity
40.00
Unit Price
160 39
Factor
1.1351 =
Total
$7.282.3slnstallation
ContractorsNote: CertifiedAsbuilts
25 0l 71 36 00-0008 Electromagnetic (SlR/GPR) Survey >4 To 500 SF Of Concrete, Masonry Or
Asphalt
$6,067.68
Quantity
lnstallation 1O.OO x
Unit Price
534.55
Factor
1.1351 =
Total
$6.067.68
Contractors Note: GPR required prior to installation of pipe hangers
26 01 74 19 00-0015 EA 20 CY Dumpster (3 Ton) "Construction Debris" lncludes delivery of
dumpster, rental cost, pick-up cost, hauling, and disposal fee.
Non-hazardous material.
$2.874.07
lnstallation
Quantity
6.00 x
Unit Price
422.O0
Factor
1.1351 =
Total
$2.874.07
27 01 74 19 00-0036 CY|\il Hauling On Paved Roads, First l5 Miles $11,477 .OO
lnstallation
Quantity
20,222.OO
Unit Price
0.50
Factor
1.1351 =
Total
$11,477.O0
Proposal Review Detail - CSI
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Page 3 of 17
5t21t2015
182
Proposal Review Detail - CSI Continued..
Date:
Work Order #:
Title:
Rec# CSI Number
May 21,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
01 - General
01 74 19 00-0037 Hauling On Paved Roads, Miles Over lnitial 15 Miles $1 3,007.1 3CYM
lnstallation
Quantity Unit Price
33.703.00 x 0.34 x
Factor
1 .'1351 =
Total
$1 3,007.1 3
Subtotal for 0'l - General Requirements:$220,483.35
- Site Work
29 02 41 13 13-0012 SF Up To 3" By Hand, Break-up And Leave ln Place Bituminous Paving $793.78
Quantitylnstallation i,1.lO.OO x
Contractors Note: temp asphalt removal
Unit Price
0.63
Factor
1.1351 =
Total
$793.78
30 02 61 13 0G0004 CY Disposal Fees Of Contaminated Soil $53,693.07
Quantity
750.00 x
Contractors Note: Contractor stating there is contaminated soil
lnstallation
Unit Price
63.07
Factor
1.1351 =
Total
$53,693.07
Subtotal lor 02 - Site Work:$s4,486.85
22-
31 22 11 16 00-1111 EA 2" x 6" Long. Red Brass Pipe Nipple $2,284.28
lnstallation
Quantity
26.00 x
Unit Price
77.40
Factor
'1.1351 =
Total
$2.284.28
32 2321 1323-2432 Mod LF For Work ln Restricted Working Space, Add $1 1,736.93
Quantity
880.00 x
Unit Price
11.75
Factor
1-1351 =
Total
$1 1,736.93lnstallation
Contractors Note:
Subtotal for 22 - Plumbing:$14,02',t.21
23-And Air
33 23 05 23 00-0041 EA $3,971.716" Gate Valve, lron Body, Flanged, 125 LB, Bronze Trim, Wth Non Rising
Stem
lnstallation
Quantity
5.00
Unit Price
699.80
Factor
1 .1351 =
Total
$3,971.71
34 23 05 23 00-0041 Mod For 250 LB Rating, Add $'1,510.19
lnstallation
Quantity
5.00 x
Unit Price
266.09 x
Factor
1 .135'l =
Total
$1 ,510.19
35 23 05 23 0G0042 EA 8" Gate Valve, lron Body, Flanged, 125 LB, Bronze Trim, Wth Non Rising
Stem
$7.308.52
lnstallation
Quantity
6.00 x
Unit Price
1,073.11
Factor
1 .1351 =
Total
$7,308.52
36 ?3 05 23 00-0042 Mod For Work ln Restricted Working Space, Add $391.41
lnstallation
Quantjty
6.00 x
Unit Price
57.47 x
Factor
1.1351 =
Total
$391.41
37 23 05 23 00-0043 EA 10" GateValve, lron Body, Flanged, 125 LB, BronzeTrim, VMth Non Rising
Stem
$1,587.89
lnstallation
Quantity
1.00
Unit Price
1,398.90
Factor
1.1351 =
Total
$1,587.89
38 23 05 23 00-0043 EA For 250 LB Rating, AddMod $660.76
lnstallation
Quantity
1.00
Unit Price
582.12
Factor
1.1351 =
Total
$660.76
Proposal Review Detail - CSI
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Page 4 of 17
5t21t2015
183
Proposal Review Detail - CSI Continued..
Date:
Work Order #:
Title:
May 21,2015
030803.00
CMB - PW water main installation
Rec# CSI Number Mod. UOM Description Line Total
23-And
39 2321 1323-1358 EA 6" 11-114 Degree Elbow, Ductile lron, Grooved $454.52
Quantity Unit Price Factor Total
s454.52lnstallation 2.OO x 2OO.Z1 x 1.1351 =
40 2321 1323-1359 EA 8" 11-114 Degree Elbow, Ductile lron, Grooved $873.60
Quantity Unit Price Factor Totallnstallation 2.OO x 384.81 x 1.1351 = $873.60
41 2321 1323-2432 LF 20" SDR-21 HDPE Pipe
Quantity Unit Price Factor Total. lnstallation 88O.OO x 54.97 x 1.1351 = $54,908.87
Contractors Note: Water main Directional Bore pipping DR-11
$54,908.87
Subtotal lor 23 - Heating, Ventilating, And Air-Conditionir $71,667.47
31 - Earthwork
42 3'l 23 16 13-0005 CY Over 12" Wide, Excavation for Trenching by Machine in Loose Rock $21,793.90
QuantitYlnstallation 2,986.00 x
Unit Price Factor Total
6.43 x 1.'1351 = $21,793.90
43 31 23 16 13-0007 CY Excavation For Trenching By Hand ln Soil lncludes stockpiling excess
materials and trimming sides and bottom of trench.
Quantity Unit Price Factor Totallnstallation 4O.OO x 39.30 x .t.13S1 = $1,784.38
Contractors Note: ?
$1,784.38
44 3'r 23 16 '13-0008 CY Excavation For Trenching By Hand ln Loose Rock lncludes stockpiling
excess materials and trimminq sides and bottom of trench.
Quantity Unit Price Factor Totallnstallation 1O.OO x 62.42 x 1.1351 = $765.28
Contractors Note: ?
$765.28
45 31 23 16 13-001'l CY Backfilling or Placing Subbase for Trenches with lmported or Stockpiled
Materials by Hand
Quantity Unit Price Factor Totallnstallation 925.00 x 10.92 x 1.1351 = $11,465.65
Contractors Note: ?
$1 '1,46s.65
46 31 23 16'13-0019 CY Load Excess Material by Hand for Removal from Excavation for Trenching
Quantity Unit Price Factor Totallnstallation 27O.OO x 2A.A2 x 1.1351 = $8,832.67
Contractors Note: ?
$8,832.67
47 31 23 16 33-0007 CY Spreading, Shaping, and Rough Grading tmported or Stockpiled Material for
Bulk Excavation by Machine
$2,855.91
Quantity
lnstallation 925.00 x
Contractors Note: ?
Unit Price Factor
2.72 x 'l .1351 =
Total
$2,855.9'l
48 31 23'16 33-0009 CY Cutting, Shaping and Rough Grading Existing Elevations For Bulk Excavation
by Machine
Quantity Unit Price Factor Totallnstaflation 3,695.00 x 3.o2 x 1.1351 = $j2,666.47
Contractors Notei 925 +2770
$12,666.47
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May 21 ,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
31 - Earthwork
49 31 23 16 33-0009 Mod CY For >1,000, Deduct $-1,887.39
lnstallation
Quantity
3,695.00
Unit Price
-0.45
Factor
1.1351 =
Total
$-1,887.39
Contractors Note:
50 31 23 16 33-0016 SY Finish Grading for Bulk Excavation by Machine $491.73
lnstallation
Quantity
1,444.00 x
Unit Price
0.30
Factor
1.1351 =
Total
$491.73
51 31 23 16 3&0016 SY Finish Grading for Bulk Excavation by Machine $642.92
lnstallation
Quantity
1,888.00 x
Unit Price
0.30
Faclor
1.'1351 =
Total
$642.92
52 31 23 16 33-0016 SY Finish Grading for Bulk Excavation by Machine s491.73
lnstallation
Quantity
1,444-00 x
Unit Price
0.30 x
Factor
1.1351 =
Total
s491.73
53 31 23 16 36-0022 CY Compaction Of Fill Or Subbase For Building Foundations and Other $3,775.80
Structures by Hand
lnstallation
Quantity
270.00 x
Unit Price
12.32 x
Factor
1.1351 =
Total
$3,775.80
54 31 23 '19 00-0003 LF Up To 100' ln Length Well Point System Delivery, lnstallation And Removal $59,358.92
Quantity
1,100.00
Unit Price
47.54 x
Factor
'1.'1351 =
Total
$59,358.92lnstallation
ContractorsNote: Dewatering
31 23 19 0&0010 LFD Up To 100' ln Length Well Point System Rental (LF x Days = Quantity)$66.743.88
Quantity
60,000.00
Unit Price
0.98 x
Factor
1.'1351 =
Total
$66,743.88lnstallation
ContractoBNote: Dewatering
56 31 23 19 00-0010 Mod LFD For>1 Month, Deduct $-1 8,388.62
lnstallation
Quantity
60.000.00 x
Unit Price
-0.27 x
Factor
1.1351 =
Total
$-1 8.388.62
57 31 24 13 0G0004 CY Cut, Shape, and Rough Grading for Roadways, Parking Areas, Landscaping
and Embankments by Machine in Soil
$9,900.07
lnstallation
Quantity
2,888.00 x
Unit Price
3.O2
Factor
1.1351 =
Total
$9,900.07
Subtotal for 31 - Earthwork:$181,293.30
- Exterior
58 32 01 16 71-0005 SY >6" To'l2" Depth, Production Cold Milling Of Asphalt $17,853.75
lnstallation
Quantity
4,333.00 x
Unit Price
3.63 x
Factor
1.1351 =
Total
$17,853.75
59 32 01 16 71-0010 SY >6" To 12" Depth, Limited Cold Milling Of Asphalt $18,980.79
lnstallation
Quantity
667.00 x
Unit Price
25.07
Factor
1.135'l =
Total
$18,980.79
60 32 11 16 00-0017 SY 12" Thick FDOT Limerock $107,542.44
lnstallation
Quantity
2,210.00 x
Unit Price
42.87
Factor
1.'1351 =
Total
$107.542.44
61 32 12 16 13-OO7 1 TON Superpave Leveling Course, SP-9.5 $21 9,952.91
lnstallation
Quantity
1,481.00
Unit Price
130.84
Factor
1.1351 =
Total
$219,9s2.9'l
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Title:
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May 21,2015
030803.00
CMB - PW water main installation
Mod. UOM Oescription Line Total
32 - Exterior
62 32 12 16 13-0O7'l Mod For >1000, Deduct $-27,502.s2TON
lnstallation
Quantity
1,48'l .00
Unit Price
-1 6.36
Factor
I 1351 =
Total
$-27.502.52
Contractors Note:
63 32 12 16 13-0072 TON Superpave Traffic C, SP-9.5 $69,058.76
lnstallation
Quantity
496.00 x
Unit Price
122.66
Factor
1.1351 =
Total
$69,058.76
64 32'12 16 13-0072 Mod For >375 To 500, DeductTON $-5,1 79.69
lnstallation
Quantity
496,00
[.lnit Price
-9.20
Factor
1.1351 =
Total
$-5,1 79.69
Contractors Note:
32 17 23 33-0004 LF Single 6" Wide Solid Line, Thermoplastic Reflective Pavement Striping $921.70
lnstallation
Quantity
700.00 x
Unit Price
1.16 x
Factor
1.1351 =
Total
$921.70
66 32 l7 23 33-0008 LF Double 6" Wide Solid Lines, Thermoplastic Reflective Pavement Striping $4,880.93
lnstallation
Quantity
2,000.00 x
Unit Price
2.15 x
Factor
't.1351 =
Total
$4,880.93
67 32 17 23 33-0035 LF Single 6" Wde Solid Line, Thermoplastlc Reflective Pavement Striping By
Hand For Repairs
$998.89
lnstallation
Quantity
500.00 x
Unit Price
l./o x
Factor
1.1351 =
Total
s998.89
68 32 '17 23 33-0038 LF Single 24" VMde Solid Line, Thermoplastic Reflective Pavement Striping By
Hand For Repairs
$610.91
lnstallation
Quantity
90.00 x
Unit Price
5.98 x
Factor
1 .1351 =
Total
$610.91
32 92 23 00-0013 MSF >4,000 To 8,000 SF, Zoysia Sod, lnstalled On Level Ground $2,728.87
Quantity
4.00 x
Unit Price
601.02
Factor
1.1351 =
Total
$2,728.87lnstallation
Contracto6 Note: Sodd replacement
Subtotal tor 32 - Exterior lmprovements:$410,847.74
33 - Utilities
70 33 00 00 0G0000 Heavy Duty Stainless Steel Hanger for 20" DIP (bridge)$33,640:99
NPP Task Quantity
33.00 x
Unii Price
820.00
Factor
1.2432 =
' Total
$33.640.99lnstallation
33 00 00 0G0000 20" restraining Gasket For DIP $36,052.80
NPP TasK Quantity
50.00 x
Unit Price
580,00
Factor
1.2432 =
Total
$36,052.80lnslallation
72 33 00 00 00-0000 6" restraining Gasket for 6" DIP $1,280.50
NPP Task Quantity
10.00 x
Unit Price
103.00
Factor
1.2432 =
Total
$'1,280.50lnstaIation
33 00 00 00-0001 '16" restraining Gasket for 16" DlP $1.426.82
NPP Task Quantity
3.00 x
Unit Price
4'19.00
Factor
1.1351 =
Total
$1,426.82lnstallation
74 33 00 00 0G0004 8" restraining Gasket for DIP $2,367.0s
NPP TasK Quantity
14.OO
Unit Price
136.00
Factor
1.2432 =
Total
$2.367.0sInstallation
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Tifle:
Rec# CSI Number
May 21,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utilities
75 33000-0003 1?' Restraining Gasket for DIP $2,386.94
NPP Task Quantity
'10.00 x
Unit Price
fi2.no
Factor
1.2432 =
Total
$2,386.94lnstallation
76 33 01 30 5'l-0359 8" Pipe Plug $414.99
lnstallation
Quantity
4.O0 x
Unit Price
91.40 x
Factor
1.1351
Total
s414.99
33 05 23 13-0032 LF 24" Diameter Directional Boring For Horizontal Pipe, Underground $47,296.21
lnstallation
Quantity
860.00 x
Unit Price
48.45 x
Factor
1 .'1351 =
Total
$47.296.21
33 11 13 13-0021 EA 6" 90 Degree Elbow, Mechanical Joint Ductile lron $990.74
lnstallation
Quantity
2.Oo x
Unit Price
436.41 x
Factor
1.1351 =
Total
s990.74
33 11 13 13-0021 Mod EA For Cement Lining, Add ANSIIA\I]r'r'VAC1O4lA21.4 $90.04
lnstallation
Quantity
2.O0 x
Unit Price
39.66
Factor
1 .1351 =
Total
$90.04
Contractors Note:
80 33 1'l 13 13-0021 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWVA C151tA21.51 $67.54
lnstallation
Quantity
2.00
Unit Price
29.75 x
Factor
1.1351 =
Total
$67.54
Contractors Note:
81 33 11 13 13-0024 EA '12" 90 Degree Elbow, Mechanical Joint Ductile lron $2,882.59
lnstallation
Quantlty
2.OO x
Unit Price
1,269.75 x
Factor
't .1351 =
Total
$2,882.59
82 33 11 13 13-OO24 Mod EA For Cement Lining, Add ANSI I A'fr'r/A C1041 A21.4 $274.76
lnstallation
Quantity
2.00 x
Unit Price
121.03 x
Factor
1.1351 =
Total
$274.76
33 11 13 13-0024 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C151lAZ1.S1 $206.07
lnstallation
Quantity
2.00 x
Unit Price
90.77 x
Factor
1.1351 =
Total
$206.07
84 33 1'l 13 '13-0028 EA 20" 90 Degree Elbow, Mechanical Joint Ductile lron $12,463.85
lnstallation
Quantity
4.00 x
Unit Price
2.745.10 x
Factor
1.'1351 =
Total
$12,463.85
85 33 11 13 13-0028 Mod EA For Cement Lining, Add ANSI/AWWA C1041A21.4 $1.185.77
lnstallation
Quantity
4.00
Unii Price
261.16
Factor
'l.1351 =
Total
$1,185.77
Contractors Note:
86 33 11 13 13-0038 EA 8" 45 Degree Elbow, Mechanical Joint Ductile lron $3,230.06
lnstallation
Quantity
6.00 x
Unit Price
474.27 x
Factor
1 .1351 =
Total
$3,230.06
ot 33 11 13 1$0038 Mod For Cement Lining, Add ANSI/A\ rWA C1041A21.4 $290.88
lnstallation
Quantity
6.00 x
Unit Price
42.71 x
Factor
1.1351 =
Total
$290.88
88 33 11 '13 13-0038 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSYAWWA C1511A21.51 $218.14
lnstallation
Quantity
6.00
Unit Price
32.03 x
Factor
1.t351 =
Total
$218.14
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Title:
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030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utilities
89 33 11 13 13-OO44 EA 20" 45 Degree Elbow, Mechanical Joint Ductile lron $4s,415.19
lnstallation
Quantity Unit Price
18.00 x 2.222.77 x
Factor
1.1351 =
Total
$45,41 5.19
90 33 11 '13 13-0044 Mod For Cement Lining, Add ANSIIAWWA C1041A21 .4 $4,268.82
lnstallation
Quantity
18.00 x
Unit Price
208.93 x
Factor
1 .'1351 =
Total
$4.268.82
91 33 11 13 13-0044 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\AA/|/A Ci51lA21.S1 $3,201.66
lnstallation
Quantity
18.00 x
Unit Price
156.70 x
Factor
1.'135't =
Total
$3,201.66
92 33 11 '13 13-0054 EA 8" 22-112 Degree Elbow, Mechanical Joint Ductile lron $1,054.42
lnstallation
Quantity
2.O0 x
Unit Price
464.46 x
Factor
1.1351 =
Total
$1,054.42
93 33 11 13 13-0054 EA 8'22-112 Degree Elbow, Mechanical Joint Ductile lron $2,1 08.83
lnstallation
Quantity
4.00 x
Unit Price
464.46 x
Factor
1 .'1351 =
Total
$2,1 08.83
94 33 11 13 13-0060 EA 20" 22-112 Degree Elbow, Mechanical Joint Duclile lron $4,665.78
lnstallation
Quantity
2.OO x
Unit Price
2.055.23 x
Factor
1.1351 =
Total
$4,66s.78
95 33 11 13 13-0060 Mod For Cement Lining, Add ANSIIA'r'oIUA C1041A21.4 s436.26
lnstallation
Quantity
2.00 x
Unit Price
192.17 x
Factor
1.'1351 =
Total
$436.26
33 11 13'13-0060 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\
^/VA
C1511A21.51 $327.20
lnstallation
Quantity
2.O0 x
Unit Price
144.13
Factor
1.1351 =
Total
s327.20
97 33 11 13 13-0072 EA 6" x 6" Tee, Mechanical Joint Ductile lron $5s8.07
lnstallation
Quantity
'1.00 x
Unit Price
491.65 x
Factor
1.1351 =
Total
$558.07
98 33 11 13 13-OO72 Mod EA For Cement Lining, Add ANSllAWWAC104lA21.4 $49.1 I
lnstallation
Quantity
1.00
Unit Price
43.33
Factor
1.1351 =
Total
$49.1 I
Contractors Note:
99 33 11 13 13-0072 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C151lAZi.51 $36.88
lnstallation
Quantity
1.00
Unit Price
32.49
Factor
1 .'1351 =
Total
$36.88
ContractoB Note:
100 33 11 13 13-0072 EA 6" x 6" Tee, Mechanical Joint Ductile lron $601.84
lnstallation
Demolition
Quantity
1.00 x
1.00 x
Unit Price
491.65 x
38.56 x
Factor
1 .1351
1 .1351
Total
$558.07
$43.77
101 33 11 13 13-0072 Mod EA For Cement Lining, Add ANSI IAWWA C1041A21 .4 $49.1 8
lnstallation
Quantity
'1.00 x
Unit Price
43.33 x
Factor
1.1351 =
Total
$49.1 I
102 33 11 13 13-OO72 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $36.88
lnstallation
Quantity
1.00
Unit Price
32.49
Factor
1 .1351 =
Total
$36.88
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CMB - PWwater main installation
Mod. UOM Description Line Total
33 - Utilities
33 '11 13 '13-0074 EA 8" x 6" Tee, Mechanical Joint Ductile lron $2,393.03
lnstallation
Demolition
Quantity Unit Price
4.00 x
1.00 x
515.36 x
46.77 x
Factor
'l .1351
'l .1351
Total
$2,339.94
$53.09
104 33 11 13 13-0074 Mod EA For Cement Lining, Add ANSIIAV{WA C1041A21 .4 $201.82
lnstallation
Quantity
4.00 x
Unit Price
44.45 x
Factor
'l .'l 351 =
Total
s201.82
105 33 11 13 13-0074 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\
^/VA
C1S1tA21|.S1 $151.38
lnstallation
Quantity
4.00 x
unit Price
33.34
Factor
1 .1351 =
Total
$151.38
106 33 11 13 13-0075 EA 8" x 8" Tee, Mechanical Joint Ductile lron $620.68
lnstallation
Quantity
1.00 x
Unit Price
546.81 x
Factor
1.1351 =
Total
$620.68
107 33 11 13 13-0075 Mod EA For Cement Lining, Add ANSIIA\l\MlA C1O4|A21 .4 $54.03
lnstallation
Quantity
1.00
Unit Price
47.60
Factor
1 .1351 =
Total
$s4.03
Contractors Note:
108 33 11 13 13-0075 EA 8" x 8" Tee, Mechanical Joint Ductile lron $1,241 .37
lnstallation
Quantity
2.00 x
Unit Price
546.81
Factor
1 .1351 =
Total
$1,241 .37
109 33 1 't 13 13-0079 EA 10" x 1 0" Tee, Mechanical Joint Ductile lron $789.48
Inslallation
Quantity
1.00 x
Unit Price
695.52 x
Factor
1.1351 =
Total
$789.48
110 33 11 13 13-0079 Mod EA For Cement Lining, Add ANSyAWWA C1041A21.4 $70.29
lnstallation
Quantity
'1.00 x
Unit Price
61.92 x
Factor
1.1351
Total
$70.29
111 33'11 13 13-0079 Mod EA For Bituminous Or Coai Tar Coating, 1 Mil, Add ANSI/AWWA C151tA21.51 $52.71
lnstallation
Quantity
1.00 x
unit Price
46.44 x
Factor
1.1 351 =
Total
$52.71
112 33 11 13 13-0084 EA 12" x 12" Tee. Mechanical Joint Ductile lron $1,039.92
lnstallation
Quantity
1.00 x
Unit Price
916.15 x
Factor
1.1351 =
Total
$1,039.92
113 33 11 13 13-0084 Mod EA For Cement Lining, Add ANSIIAWWA C1041A21 .4 s94.03
lnstallation
Quantity
1.00 x
Unit Price
82.84 x
Factor
1.1351 =
Total
$94.03
114 33 1'l 13'13-0084 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANS|/A\ /WA C151tA21.Sl $70.52
lnstallation
Quantity
1.00 x
Unit Price
62.13
Factor
1.1351 =
Total
$70.s2
115 33 11 13 13-0097 EA 16" x 16" Tee, Mechanical Joint Ductile lron $3,796.63
lnstallation
Quantity
'1.00 x
Unit Price
3,344.75 x
Factor
1.1351 =
Total
$3,796.63
116 33 11 13 13-0097 For Cement Lining, Add ANS|lAW,,tAC104tAZ1.4 $364.54
lnstallation
Quantity
1.0o x
Unit Price
321.15 x
Faclor
1 .1351 =
Total
s364.54
117 33 11 13 13-0097 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANS|/A\ A/VA C1511A21 .51 $273.40
lnstallation
Quantity
1.00
Unit Price
240.86
Factor
'1.1351 =
Total
$273.40
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CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utitities
118 33 11 13'r3-0097 EA 16" x 16" Tee, Mechanical Joint Ductile lron $3,796.63
lnstallation
Quantity
'1.00 x
Unit Price
3.344.75 x
Factor
1 1351 =
Total
$3,796.63
119 33 11 13 13-0097 Mod EA For Cement Lining, Add ANSI/A\
^r'|/A
C104/A21.4 $364.54
lnstallation
Quantity
1.00
Unit Price
321.15 x
Factor
'1.1351 =
Total
$364.54
Contractors Note:
120 33 11 13 '130097 Mod EA For Bituminous Or Coal Tar Coating, 'l Mil, Add ANSI/AWWA C1511A21.51 $273.40
lnstallation
Quantity
1.00
LJnit Prie
240.86
Factor
'1.'1351 =
Total
$273.40
Contractors Note:
121 33 'l 1 13 13-0105 EA 20" x 6" Tee, Mechanical Joint Ductile lron $4,786.43
lnstallation
Demolition
Quantity
1.00 x
1.00 x
Unit Price
4,040.46 x
176.29 x
Factor
1 .1 351
1 .135'l
Total
$4,s86.33
$200.1 1
122 33 11 1313-010s Mod For Cement Lining, Add ANSI/A\ iWA C1041A21.4 $428.32
lnstallation
Quantity
1.00 x
Unit Price
377.34 x
Factor
'1.1351 =
Total
$428.32
123 33 11 13'13-0105 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $321.23
lnstallation
Quantity
1.00 x
Unit Price
283.00
Factor
1 .'135't =
Total
$321.23
124 33 1'l 13 13-0108 EA 20" x 12" Tee, Mechanical Joint Ductile lron $4,881.02
lnstallation
Quantity
1.00 x
Unit Price
4,300.08 x
Factor
'l .1351
Total
$4,881.02
125 33'11 13 13-0108 Mod For Cement Lining, Add ANSI/AVWA C1041A21.4 s457.79
lnstallation
Quantity
'1.00 x
Unit Price
403.30 x
Factor
1.1351 =
Total
$457.79
126 33 1 t 13 13-0108 lvlod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSUAWWA C1511A21.51 $343.33
lnstallation
Quantity
1.00 x
Unit Price
302.47
Factor
1 .1351 =
Total
$343.33
127 33 11 13 13-0110 EA 20" x'l6" Tee, Mechanical Joint Ductile lron $s,817.58
lnstallation
Quantity
1.00 x
Unit Price
5,125.17 x
Factor
1.1351 =
Total
$5,817.58
128 33 11 13 13-0110 Mod For Cement Lining, Add ANSI IAWWA C1041A21 .4 $551.44
lnstallation
Quantity
't.00 x
Unit Price
485.81 x
Factor
1.1351 =
Total
$551.44
129 33'11 13 13-0110 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $413.59
lnstallation
Quantity
1.00 x
Unit Price
364 36
Factor
1.1351 =
Total
$413.59
130 33 11 13 13-0202 EA 20'' x 8" Cross, Mechanical Joint Ductile lron $5,010.57
lnstallation
Quantity
1.00 x
LJnit Price
4.414.21 x
Factor
1 .1351 =
Total
$5,010.57
141 33 11 13 13-0202 Mod For Cement Lining, Add ANSI/AmVA C1041A21.4 $469.90
lnsiallation
Quantity
'1.00
Unit Price
413 97
Factor
1.1351 =
Total
$469.90
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Date:
Work Order #:
Title:
Rec# CSI Number
May 21 ,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utilities
132 33 11 13 13-0202 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $352.43
lnstallation 1.00 x 310.48 x
Factor
1 .1351 =
Total
s352.43
Quantity Unit Price
133 33 11 13 13-0264 EA 1 2" x 8" Mechanical Joint x Mechanical Joint Reducer, Duclile lron $490.23
lnstallation
Quantity
1.00 x
Unit Price
431.88 x
Factor
I .1351 =
Total
$490.23
134 33 1'l '13 13-0264 Mod EA For Cement Lining, Add ANSI/AWWA C104/A21.4 $42.27
lnstallation
Quantity
1.00 x
Unit Price
37.24 x
Factor
'l .1351 =
Total
942.27
135 33'11 13 13-0264 EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511421.51 $31.70
lnstallation
Quantity
1.00 x
Unit Price
27.93 x
Factor
1.1351 =
Total
$31.70
136 33 11 13 13-0280 EA 20" x '10" Mechanical Joint x Mechanical Joint Reducer, Ductile lron $2,436.41
lnstallation
Quantity
1.00 x
Unit Price
2j46.43 x
Factor
1 .1351 =
Total
$2,436.41
137 33 11 13 13-0280 Mod EA For Cement Lining, Add ANSI/AWWA C104/A21.4 s224.48
lnstallation
Quantity
1.00 x
Unit Price
201.29 x
Factor
1.'t 351 =
Total
$228.48
138 33'11 13 13-0280 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511421.51 $171.37
lnstallation
Quantity
1.00 x
Unit Price
150.97 x
Factor
1 1351 =
Total
$171.37
139 33 1'l 13 13-0328 EA 8" Mechanical Joint Cap, Ductile lron $1.284.34
lnstallation
Quantity
4.00 x
Unit Price
282.87 x
Factor
1.1351 =
Total
$1.284.34
140 33 11 13 13-0328 Mod EA For Cement Lining, Add ANSIIAWWA C1041A21.4 s89.04
lnstallation
Quantity
400 x
Unit Price
19.61 x
Factor
1.'1351 =
Total
$89.04
141 33 1 '1 13 13-0328 lvlod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511421.51 $66.79
lnstallation
Quantity
4.00 x
Unit Price
14.71
Factor
1.1351 =
Total
$66.79
142 33 11 13 13-0328 EA 8" Mechanical Joint Cap, Ductile lron $1,284.34
lnstallation
Quantity
4.00 x
Unit Price
282.87 x
Faclor
1.1351 =
Total
$1,284.34
143 33 1'1 13 13-0328 EA For Cement Lining, Add ANSIIAWVUA C1041A21.4 $89.04
lnstallation
Quantity
4.00 x
Unit Price
19.61 x
Factor
1.1351 =
Total
$89.04
144 33 11 13 13-0328 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $66.79
lnstallation
Quantity
4.00 x
Unit Price
14.71
Factor
1.1351 =
Total
$66.79
145 33 11 13 13-0332 EA 16" l\ilechanical Joint Cap, Ductile lron $4,682.47
lnstallation
Quantity
4.00 x
Unit Price
1,03'1.29 x
Factor
1.1351 =
Total
$4,682.47
146 33 11 13 13-0332 Mod For Cement Lining, Add ANSyAWWA C1041A21.4 $391.29
lnstallation
Quantity
4.00 x
Unit Price
86.18 x
Factor
1.1351 =
Total
$391.29
147 33 11 '13 '13-0332 For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $293.45
lnstallation
Quantity
4.00
Unit Price
64.63
Factor
1.1351 =
Total
$293.45
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Title:
Rec# GSI Number
May 21 ,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utilities
148 33 11 13 13-0334 EA 20" Mechanical Joint Cap, Ductile lron $7.365.94
lnstallation
Quantity
4.00 x
Unit Price
1,622.31 x
Factor
1.1351 =
Total
$7,365.94
149 33 11 13 13-0334 Mod For Cement Lining, Add ANSI IAWWA C1041A21.4 $637.65
lnstallation
Quantity
4.00 x
Unit Price
140.44 x
Factor
1.1351 =
Total
$637.65
150 33 11 13't3-0334 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\ /WA C1511A21.51 $478.24
lnstallation
Quantity
4.00 )(
Unit Price
105.33 x
Faclor
1.'1351 =
Total
$478.24
151 33 11 13 13-0375 EA 6" Mechanical Joint x Mechanical Joint Solid Sleeve. Ductile lron $939.89
lnstallation
Quantity
2.00 x
Unit Price
414.01 x
Factor
1.1351 =
Total
$939.89
152 33 1'l '1313-0376 EA 8" Mechanical Joint x Mechanical Joint Solid Sleeve, Ductile lron $1,185.93
lnstallation
Quantity
2.O0 x
Unit Price
522.39 x
Factor
1 .'1 351 =
Total
$1,185.93
1Ea 33'11 13 13-0377 EA 10" Mechanical Joint x Mechanical Joint Solid Sleeve. Ductile lron $796.58
lnstallation
Quantity
100 x
Unit Price
701.77 x
Factor
1.1351 =
Total
$796.58
154 33 11 13 13-0377 Mod EA For Cement Lining, Add ANSI/AWWA C1041A21.4 $58.02
lnstallation
Quantity
1.00 x
Unit Price
51.1 1 x
Faclor
1.1351 =
Total
$58.01
155 33 11 13 13-0377 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 s43.51
Installation
Quantity
'1.00 x
Unit Price
38.33 x
Factor
1.1 351 =
Total
$43.5'l
156 33 11 13'13-0378 EA 12" Mechanical Joint x Mechanical Joint Solid Sleeve, Ductile lron $1,922.59
lnstallation
Quantity
2.O0 x
Unit Price
846.88 x
Factor
1 .135'l =
Total
$1,922.s9
157 33 11 13 13-0378 Mod EA For Cement Lining, Add ANSIIAWWA C1041A21 .4 $145.02
lnstallation
Quantity
2.OO x
Unit Price
63.88 x
Factor
1.1351 =
Total
$1 45.02
158 33 11 13 13-0378 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\ A//A C1511A21.51 $1 08.77
lnstallation
Quantity
2.O0 x
Unit Price
47.91 x
Factor
1.1351 =
Total
$108.77
159 33 11 13 13-0380 EA l6" Mechanical Joint x Mechanical Joint Solid Sleeve. Ductile lron $1,71 1.91
lnstallation
Quantity
1.00 x
Unit Price
1 ,508.16 x
Factor
1.1351 =
Total
$1 ,71 1.91
160 33 11 13 13-0380 Mod EA For Cement Lining, Add ANSI lA\I\MIA C1041A21.4 $1 42.33
lnstallation
Quantity
1.00 x
Unit Price
125.39 x
Factor
1 .'1351 =
Total
$142.33
161 33 1'l 13 13-0380 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $1 06.74
lnstallation
Quantity
1.00 x
Unit Price
94.04 x
Factor
1 't351 =
Total
$106.74
162 33 11 13 13-0391 EA 6" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 'l 100)$688.1 4
lnstallation
Quantity
6.00 x
Unit Price
101.04 x
Factor
1.1351 =
Total
$688.1 4
163 33 11 13 13-0391 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\ /WA C1511A21.51 $22.O7
lnstallation
Quantity
6.00 x
Unit Price
3.24
Factor
1.1351 =
Total
$22.07
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Proposal Review Detail - CSI Continued..
Date:
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Tifle:
Rec# CSI Number
May 21 ,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
33 - Utilities
164 33 11 13 13-0391 EA 6" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 1 100)$2.752.57
lnstallation 24-00 x 101.04 x
Factor
't .1351 =
Total
$2,752.57
Quantity Unit Price
165 33 1'1 13110391 Mod EA For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSUA\ /wA C1511A21.51 $88.27
lnstallation
Quantity
24.OO x
Unit Price
3.24 x
Factor
1.1351 =
Total
$88.27
166 33 1'l 13 13-0392 EA 8" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 1 100)$5,476.1 3
lnstallation
Quantity
36.00 x
Unit Price
134.01 x
Factor
1 .1351 =
Total
$5,476.1 3
167 33'11 13 13-0392 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSUA\ A//A C151tA21.51 s203.91
lnstallation
Quantity
36.00 x
Unit Price
4.99 x
Factor
'1.1351 =
Total
$203.91
168 33 11 13 1&0394 EA 12" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 1 1 00)$8.012.44
lnstallation
Quantity
28.00 x
Unit Price
252.10 x
Factor
1.1351 =
Total
$8,012.44
169 33'l't 1313-0394 For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\ A//A C1511A21.51 $231.41
lnstallation
Quantity
19.00 x
Unit Price
10.73 x
Factor
1 135't =
Total
$231.41
170 33 11 13'13-0396 EA 16" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 1100)$8,372.92
lnstallation
Quantity
19.00 x
Unit Price
388.23 x
Factor
1.1351 =
Total
$8,372.92
171 33 11 13 13-0396 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $422.24
lnstallation
Quantity
19.00 x
Unit Price
19.58 x
Factor
1.1351 =
Total
s422.28
172 33'11 13 13-0398 EA 20" Pipe And Fitting Restraint, Mechanical Joint Ductile lron (Megalug 1100)$41,277.73
lnstallation
Quantity
58.00 x
Unit Price
626.98 x
Factor
1.1351 =
Total
$41,277 .73
173 33 11 13 13-0398 For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C151tA21.5j $2.258.83
lnstallation
Quantity
58.00 x
Unit Price
34.31
Factor
't .'t 351 =
Total
$2,258.83
174 33 11 13 13-0408 LF 6" Push-On Joint Ductile lron Pipe $4,871.85
lnstallation
Quantity
200 00 x
Unit Price
21.46 x
Factor
1.1351 =
Total
$4,871.85
175 33 11 13 13-0408 Mod For Cement Lining, Add ANSI IA'r'oIIA C1041A21 .4 $358.69
lnstallation
Quantity
200.00 x
Unit Price
1.58 x
Factor
'1.'1351 =
Total
$358.69
176 33 11 13 1$0408 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/A\ /wA C1511A21.51 $267.88
lnstallation
Quantity
200.00 x
Unit Price
1.18
Factor
1.1351 =
Total
$267.88
177 33 11 '13 13-0408 Mod For Class 53, Add $1 ,026.1 3
lnstallation
Quantity
200,00 x
Unit Price
4.52
Faclor
't.1351 =
Total
$ 1,026.13
178 33 11 't3 13-0409 LF 8" Push-On Joint Duclile lron Pipe $9,083.52
lnstallation
Quantity
280.00 x
Unit Price
28.58 x
Factor
1.1351 =
Total
$9,083.52
179 33 11 '13 13-0409 Mod For Cement Lining, Add ANSIIAWWA C1041A21.4 $71 1.93
lnstallation
Quantity
280.00
Unit Price
2.24
Factor
1 .1351 =
Total
$711 .93
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Proposal Review Detail - CSI Continued..
Date:
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Title:
Rec# CSI Number
May 21,2015
030803.00
CMB - PW water main installation
Mod. UOM Description Line Total
- Utilities
180 33 11 13 13-0409 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSyA\ /vVA C1511A21.51 $533.95
lnstallation 280.00 x 1.68 x
Factor
1.1351 =
Total
$533.95
Quantity Unit Price
181 33 11 13 13-0409 Mod For Class 52, Add $1,325.34
lnstallation
Quantity
280.00 x
Unit Price
4.17
Factor
1.1351 =
Total
$1,325.34
182 33 11'13 13-0410 LF '10" Push-On Joint Ductile lron Pipe $1,297.42
lnstallation
Quantity
30.00 x
Unit Price
38.10 x
Factor
1.1351 =
Total
$1,297 .42
183 33 11 13 13-0410 Mod For Cement Lining, Add ANSI/AWWA C1041421.4 $100.46
lnstallation
Quantity
30.00 x
Unit Price
2.95 x
Factor
1.1351 =
Total
s'100.46
184 33 1'l 13 13-0410 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511421.51 s75.26
lnstallation
Quantity
30.00
Unit Price
2.21 x
Factor
1 1351 =
Total
$75.26
185 33 11 13 13-0410 Mod For Class 52, Add s1 87.97
lnstallalion
Quantity
30.00 x
Unit Price Factor
1 .'1351 =
Total
$'187.97
186 33 11 13 13-0411 LF '12" Push-On Joint Ductile lron Pipe $11,234.43
lnstallation
Quantity
210 00 x
Unit Price
47.13 x
Factor
1.1351 =
Total
$11.234.43
187 33 11 13 13-0411 Mod For Cement Lining, Add ANSI/AWWA C1041A21.4 $896.28
lnstallation
Quantity
210.00 )(
Unit Price
3.76 x
Factor
1 .1351 =
Total
s896.27
188 33 11 13 13-O4't1 Mod For Bituminous Or Coal Tar Coating, I Mil, Add ANSI/AWWA C1511A21 .51 $672.21
lnstallation
Quantity
210.O0
Unit Price
2.82
Factor
1.1351 =
Total
$672.21
189 33 I'l 13 13.041 1 Mod For Class 52, Add $1.666.21
Installation
Quantity
210.00 x
Unit Price
699
Faclor
1.1351 =
Total
$1,666.21
190 33 11 13 13-0413 LF 16" Push-On Joint Ductile lron Pipe $4,605.33
lnstallation
Quantity
60.00 x
Unit Price
67.62 x
Factor
1 .1351 =
Total
$4,605.33
191 33 11 13 13-0413 Mod LF For Cement Lining, Add ANSIIAVWIA C1041421 .4 $377.31
lnstallation
Quantity
60.00 x
Unit Price
5.54 x
Factor
1 .'1351 =
Total
$377_3'l
192 33 11 1313-0413 LF For Bituminous Or Coal Tar Coating, 'l Mil, Add ANSUAWWA C1511A21.51 $282.64
lnstallation
Quantity
60.00
Unit Price
4.15 x
Factor
1.1351 =
Total
$282.64
33 11 13 13-0413 Mod LF For Class 52. Add $698.77
lnstallation
Quantity
50.00 x
Unit Price
10.26
Factor
1 .'1351 =
Total
$698.77
194 33 11 13 13-0415 LF 20" Push-On Joint Ductile lron Pipe $124,910.94
lnstallation
Demolition
Quantity
'1,100.00
1.000.00
Unit Price
89.74
11.33
Factor
1 .1 351
1 .1 351
Total
$'112,050.26
$12,860.68
x
x
x
x
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Title:
May 21,2015
030803.00
CMB - PW water main installation
Rec# CSI Number Mod. UOM Description Line Total
33 - Utilities
195 33 11 13 13-0415 Mod For Cement Lining, Add ANSI/AWWA C1O41A21.4 $9,064.91
Quantity Unit Price Factor Total
$9,064.91lnstallation 1,1OO.OO x 7.26 x 1.1351 =
196 33 11 13 13-0415 Mod For Bituminous Or Coal Tar Coating, 1 Mil, Add ANSI/AWWA C1511A21.51 $6,792.44
Quantitylnstallation 1 ,1OO.OO x
Unit Price Factor
5.44 x 1.1351 =
Total
$6,792.44
197 33 1'l 1313-04'15 Mod For Class 52, Add $16,818.78
Quantity Unit Price Factor Totallnstallation 1,1OO.OO x 19.47 x 1.1351 = $16,818.78
198 33 11 't3 13-0459 EA 8" Pipe And Fitting Restraint, Push-On Joint Ductite tron
Quantlty Unit Price Factor Totallnstallation 28O.OO x 43.6.1 x 1.1351 = $13,860.48
Contractors Note: water main
$13,860.48
199 33 11 1323-0192 LF 10'A\AiWA C9OO, DR 14, PR 2OO PVC P|PC
Quantity Unit Price Factor Totallnstallation 1O5.OO x 25.83 x 1.1351 = $3,078.56
Contractors Note: water main
$3,078.56
200 33 11 13 43-0003 LF 3" To 8" Diameter, 8 Mil Polyethylene Encasement Tubing s146.43
Quantitytnstallation 3OO.OO x
Contractors Note: water main
0.43 x 1.'1351 =
Unit Price Factor Total
$146.43
201 3311 1343-0004 LF 10" To 12" Diameter, I Mil Polyethylene Encasement Tubing $241.78
Quantitylnstallation 3OO.OO x
Contractors Note: water maln
0.71 x 1.'1351 =
Unit Price Factor Total
$241.78
202 3311'1343-0006 LF 18" To 20" Diameter, 8 Nilil Polyethylene Encasement Tubing $1,348.50
Quantitylnstallation 1,1OO.OO x
Contractors Note: water main
108 x 11351 =
Unit Price Factor Total
$'1,348.s0
203 33 'r1 '13 s3-0098 EA 20" Diameterx 1-1t4" 1o 2" Tap Stainless Steel Double Straps, Bronze Body
Service Saddle (James Jones J-969)
Quantity Unit Price Factor Totallnstallation 5.OO x .l ,037.15 x 1 .1351 = $5,886.34
Contractors Not6: water main
$5,886.34
204 33 12 16 00-001s EA 45" To 66" High, Three Piece, Screw Type, 5-114" Shaft, Round Head, Cast
lron Valve Box lncludes cover, top section, bottom section and #6 round
base.
Quantity Unit Price Factor Totallnstallation 24.00 x 377.63 x 1.,1351 = $10,287.55
Demolition 20.00 x 8.38 x 1.1351 = 5190.24
Contractors Note: water main
$10,477.79
205 33'12 16 00-0145 EA 16" lron Body, lron Disc Butterfly Valve
Quantity Unit Price Factor Totatlnstallation i.OO x 2,653.09 x 1..1351 = $3,011.52
Contractors Note: water main
$3,011.52
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Date:
Work Order #:
Title:
May 21,2015
030803.00
CMB - PW water main installation
Rec# CSI Number Mod. UOM Description Line Total
33 - Utilities
206 33 12 16 00-0145 Mod EA For 8" Diameter Chain Wheel Actuator. Add $170.27
Quantity Unit Price Factor Total
s170.27lnstallation 1.OO x 150.00 x 1.135.1 =
207 33 12 16 00-0147 EA 20" lron Body, lron Disc Butterfly Valve
Quantity Unit Price Factor Totallnstallation 3.OO x 3,859.89 x 1.1351 = $13,144.09
Contractors Note: water main
$1 3,1 44.08
208 33 12 16 00-0147 Mod EA For S" Diameter Chain \Iuheel Actuator. Add $5'10.80
Quantity Unit Price Factor
lnstallation 3.OO x 15O.OO x 1.1351 =
Total
$510.80
209 33 12 16 00-0236 EA 2" Ball Corporation Valve $2,244.55
Quantity Unit Price Factor Totallnstallation 1O.OO x 197.74 x 1.1351 = $2,244.55
210 33 12 19 00-0019 EA 3-1/2' Burial Section, 5-1/4" Valve, Three Way, Standard (Traditional) Modet
Fire Hydrant
Quantity Unit Price Faclor Totallnstallation i.OO x j,824.24 x 1.1351 = $2,070.69
Contractors Note: water main
$2,070.69
211 33 51 13 00-00s7 EA 2" Brass Service Adapter $953.94
Quantity Unit Price Factor
lnstallation 10.00 x 84.04 x 1.1351 =
Total
$953.94
212 33 51 13 00-0057 EA 2" Brass ServiceAdapter
Quantity Unit Price Factor Totallnstallation 22.00 x 84.04 x 1 .1 351 = $2,098.66
Contractors Note: water main
$2,098.66
213 33 51 13 00-0121 EA 112" X2'Long Nipples, Threaded Both Ends, Brass $31 5.06
Quantity Unit Price Factor Totallnstallation 1B.OO x 15.42 x .1.1351 = $315.06
214 33 51 13 00-0132 EA 2" 90 Degree Elbow, Brass $485.37
Quantity Unit Price Factor Totallnstallation 1O.OO x 42.76 x 1.1351 = $485.37
Subtotal for 33 - Utilities:$604,062.26
34-
215 34 41 13 00-0003 EA Traffic Signal Loops, Per Loop lncludes saw cutting, sealing and splicing into
leads in street.
$3,029.76
Quantity Unit Price Factor Totallnstallation p.OO y 222.43 x 1.1351 = $3,029.76
Contractors Note: lnstallation of new traffic loops at intersetions with tramc lights
Subtotal for 34 - Transportation:$3,029.76
ProposalTotal $1,559,891.94
This proposal total represents the correct total for the proposal. Any discrepancy between line totals,
sub-totals ancl the orooosal total is dLle lo rollndino of the line lofals ancl sllb-lolals
The Percent of NPP on this Proposal: 4.95%
Page 17 of 17
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196
P$ Eid #: MBCTS?I1708
Job Name: lillAillBEACH 63RD ST RESTRAINTR Salesman: MICK CLARK
Locatian: MIAMI BEACH Branch: HD SUPPLY WATERWORKS
Customer: Phone: 19541772-7343Engineer: Fax: (954) 752"8818
Mobila: (95,4) ?78"4547
Seq# Oty Dascription Units Price Ext. Frica
10
20
30
40
50
20'HOLD DOWN STRAP
20'HANGER ASSEMBLY
EA 715.00
EA 3,500,00
60
7A
20 TJ FITLD LCIK 350 GASKET SBR EA 585,00
16IJ FIELD LOK 350 GASKET SBR EA 399.50
12 TJ FfELD LOK 330 GASKET SBR EA 24g.OO
8 TJ FIELD LOK 350 GASKET SBR EA 218,00
6 TJ FIELD LOK 350 GASKET SBR EA 94.00
Bid lofals
Sub Total
Tax
Bid Total
Dab Printod: 5/22115 Pnge Ho. 2
197
Price Quotation # B,277309
FEI.MIAMI WATERWORKS #I 21 6
t0810 s,w. l8{'nl s[.
rllIA,VI, FL 31157i737
Phorc : 786-t7l-7140
Far ; J0&.?69{lJ6l
Eid No......": AX713A9
Quoted By: GDP
Customer.: DAVID MAISCil'il & $CIFi$ INC
1939 N}Y 4OT}I CT
PON.IPAT{O BEAC }I, F-t, 33064
Cust P0#..:
Item
]IIIAMI ECH
Cust Phonr:
Terrs*.........:
Ship To,..,.",:
954-977-35s6
NET 1OTE TROX
DAVTD IIANCTNI & SON$ INC
1939 Htry 40TH CT
POil{PAtCO BgACff" rt 3306;r
Job Name.: 63RD ST IVATER&IAIX
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Destriptioe
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ro t'*sl'cn$ e;sKL'
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.20" SS IIRID6E IL{NGEIi
, to resr c;RrP 6sxT
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8 FAST ORIP OSKI'
20 FAST CRTP GSK]'
ir2 FASI C}RTP OSKI',
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Subtotal:
Inbound Freight;
Ta-r:
Order Total:
tjM 'lbrnl
88.0{,0 jEA ; 88.m i. '...,]
3s5.000 iEA ; .185.00 i
'i' I
197.000 i[A i 307,N,
r 18 000 IEA I il8.m i
l
556.000 iEA J56.00 l
t73.u,u [A I7.r.D0
sr7r7.00
$0.00
s I 03.02
$1820 0?
Quoted prices are based upor receipt rf the totd qu*ntity for immrdiate rhipur€Et {48 hourr}. S If*{EI{Ts
BEYOND 48 HOURS SEALL BE AT TTIE PRICE IN EFF'ECT AT TLIIE OT SHITMENT U}{LESS
NOTED OTIIERWISE. Sell*r aat rs*Fotrsible for delays, lack of pmduet or irrereese of prt{ing due ts csupes
beyond our control, and/or bastd upan Loeal, Stat* and Federal laws governing typr of productf thrt ffin br
sold or put into commtrce. This Qurtr is offered contiugent upon the Buyer's ncceptsrrre of S*ller's t+rrmc
and conditions, which are incorporated by refererce and fouud either followiug thir doeum&nt, or on ths wrtr
at Ettu:l/xds€l,s'ss*qq/,teros {4++t ionflS&le"htE}L Gort Buyen: All items quoted are op€n mrrkrt unless
noted otherwise. LEAD LAW WARIT{ING: It is illegrl to irtstall products thst erc not frlcad freet' in
accordance with US Federal or other upplicable law in potable water syctems nnticipated for humnn
consumption. Products rvith *NP in the description lre NOT lead free and crn only be instfllled in non-
potable applications, Buyer is solell,rcsponsible for product selection.
198
RESOLUTION TO BE SUBMITTED
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