Additional InformationADDITIONAL INFOl~:MATION
SECTION 01026 -MEASUREMENT AND PAYMENT (FOR LUMP SUM PROJECTS)
PART 1 -GENERAL
1.01 THE REQUIREMENT
A. Payment for various items of the Bid Schedule, as further specified herein, shall include
all compensation to be received by the CONTRACTOR for furnishing all tools,
equipment, supplies, and manufactured articles, taxes, commissions, transportation and
handling, bonds, insurance, overhead and profit and for all labor operations and
incidentals appurtenant to the items of work being described, as necessary to complete
the various. items of the WORK all in accordance with requirements of the Contract
Documents, including all appurtenances thereto, and including all costs of permits and
cost of compliance with the regulations of public agencies having jurisdiction, including
Safety and Health Requirements of the Occupational Safety and Health Administration of
the U.S. Department of Labor (OSHA). No separate payment will be made for any item
that is not specifically set forth in the Schedule of Prices Bid. Hence, all costs therefore
shall be included in the prices named in the Schedule of Prices Bid for the various
appurtenance items of the WORK.
B. Payment for the various items of the Bid Breakdown shall constitute full compensation
for all professional and construction services to be provided by the CONTRACTOR as
noted in the spec cations, drawings, and any other components of the Contract
Documents.
C. No separate payment for WORK OR MATERIALS will be made unless specifically stated
on the plans or directed by the CITY. All bid items include, but are not limited to the
following tasks:
1. ~ General Conditions
2. Fumishing and Installation of all Proposed /Requisite Stormwater System
Components
3. Fumishing and Installation of all Proposed / Requisite Water System
Components
4. Fumishing and Installation of all Proposed /Requisite Roadway Improvements
5. Fumishing and Installation of all Proposed /Requisite Hardscape Improvements
6. Furnishing and installation of all Proposed /Requisite Streetscape Improvements
7. Fumishing and Installation of all Proposed /Requisite Landscape Improvements
8. Furnishing and Installation of all Proposed /Requisite Irrigation Improvements
9. Furnishing and Installation of all Proposed /Requisite Lighting Improvements.
D. The CONTRACTOR's attention is called to the fact that the quotations provided for the
various items on the Schedule of Prices Bid are intended to establish a GRAND TOTAL
BID (Lump Sum Base Bid plus none, any or all alternates, including the allowances,
which will be selected at the CITY's sole discretion) for completing the WORK in its
entirety. Should the CONTRACTOR feel that the cost for any item of WORK has not
been established by the Schedule of Prices Bid~in this Section, it shall include the cost
for that Work in some other applicable bid item, so that its proposal for the project does
reflect its total price for completing the WORK in its entirety.
CMB ROW NP
01026-1 South Pointe Streetscape
1.02 SCHEDULE OF PRICES BID
A. Payment for all services named in the Bid Breakdown, shall be in accordance with the
agreed upon Schedule of Payment Values noted in Article 1.03 of this Section.
B. Base Bid: Includes the Design and Construction of the Right-of-Way Infrastructure
Improvement Program -South Pointe Phase II Streetscape Improvements, for the lump
sum price noted for divisions 1, 2, 3, and 16. This WORK shall include perFormance of
all site preparation, earthwork, storm drainage, gravity wells, road and walkway paving,
curbing, pavement marking, signage, water, lighting, planting, irrigation, graphics and
other elements included in the Contract Documents.
C. Permit Fees (Base Bid): The CITY shall compensate the CONTRACTOR for the actual
cost of all permit fees required from the various agencies having jurisdiction for design
and construction of the project, all in accordance with the Contract Documents. The
allowance permit fee amount shown on the Bid Schedule is an estimate of permit fees
required for the project and is a cost pass through item, with no markup, administrative,
and/or handling fee permitted by the CUNTRACTOR. The CONTRACTOR shall produce
documentation verifying actual .cost. Only permi# fees substantiated and approved by the
' CITY will be paid as part of this bid item. Amounts remaining unused in this allowance
shall be credited back to the CITY at project completion. The anticipated permits
include:
1. DERM Drainage Construction Permit
2. DERM Tree Removal Permit
'~"'' 3. FDEP NP,DES Permit
4. FDEP Class V Wel! Permit
5. South Florida Water Management District Dewatering Permit
D. Consideration of Indemnification (Base Bid): The .CITY shall compensate the
CONTRACTOR a payment of twenty-five dollars for consideration for indemn~cation
named in the Bid Schedule and shall constitute full compensation for indemnifying the
CITY, as specified on the Contract Documents.
E. Add Altemate No. 1: The Encroachment Analysis for both Encroachment Type I (ET-1 }
and Encroachment Type 2 (ET-2) are shown in detail on the landscaping drawings
LA002-LA015. The analysis provides the encroachment number, type of encroachment,
location of the encroachment, disposition of the encroachment as well as the
classification as either a type ET-1 or ET-2. There arse approximately one hundred (100)
encroachments classified as Type ET-2. CONTRACTOR shall provide a unit cost for the
removal of the ET-2 encroachments as shown in the landscaping drawings and as per
the requirements established by Section 02020 of the contract specifications.
CONTRACTOR shall note that the cost of removal of ET-1 encroachments shall be
included in the Add Altemate No. 1.
F. Add Altemate No. 2 (Allowance): An allowance in the amount of $50,000.00 shall be
included in the Bid Breakdown for the cleaning of the drainage system. CONTRACTOR
shall pressure and vacuum clean of dirt, debris, etc., and remove all mollusks,
seaweeds, or other marine life within or attached to all existing drainage structures and'
pipes to remain within the project area and shown on this set of drawings. The WORK
shall also include the all structures and pipes along the following corridor shown on the
CMB ROW lIP
01026-2 South Pointe Streetscape
Drawing Sheet No. PG&D 043 from the drainage structures at Jefferson Court & 2"d
Street, north to 3"' Street, west to Alton Road, west to the bay including the outfall head
wall and structure. Prior to bidding, the contractor shall become familiar with the existing
conditions to ascertain the number of existing structures within the project area and
along the aforementioned corridor; all of the existing structures may not be shown on the
drawings. Contractor shall note that any amounts remained unspent in the Allowance
Line items will be credited back to City at the completion of the Project, or never
released for payment.
G. Add Alternate Item No. 3 (Unit Price Allowance): CONTRACTOR shall provide a unit
price in the Bid Breakdown to vacuum clean drainage well structures & reconstitute
drainage wells. The unit price shall be for pressure and vacuum cleaning, testing and
reconstituting one (1) drainage well, up to five (5) wells. Based on the unit price of one
well, CONTRACTOR shall provide, under this allowance, the cost to reconstitute, as
described above, up to 5 wells. After the completion of the project, and in the event that
the drainage well structures or the disposal wells get clogged and lose their pertormance
at no fault of the CONTRACTOR, the CITY shall direct the CONTRACTOR to pressure
and vacuum clean the well structures and test and reconstitute to optimum attainable
performance the failed drainage wells. Contractor shall note that any amounts remained
unspent in the Allowance Line items will be credited back to City at the completion of the
Project, or never released for payment.
H. Add Altemate Item No. 4: CONTRACTOR shall provide additional isolation gate valves
to the proposed water distrif~ution system at all new crosses and tees of the watermain
(W M) improvements.
Add Alternate Item No. 5: CONTRACTOR shall procure the services of a public relations
firm for a period of two years for the purpose of acting of providing public information /
liaison services in accordance with the Contract Specifications Section 01005.
J. Add Altemate Item No. 6: The CONTRACTOR sha[I provide staging space as described
below. CONTRACTOR may store construction materials within the public right-of-way
(ROW) under the following criteria: said material stored in the ROW shall be located no
further than one block away from its place of installation, shall consist of no more than a
two-week supply of materials, and shall be stored in a manner where safe passage for
pedestrian and vehicles is provided at all times around said storage area. If storage
within the ROW is unsafe, impractical, insufficient or unfeasible, the CONTRACTOR
shall provide a materials storage area at the contractor's own cost, and make the
necessary arrangements for the transport of materials from such materials storage area
to the project site. Such storage area may be remotely located as long as it is properly
fenced and bonded as required by the Contract.
K. For additional information, CONTRACTOR shall review the requirements of the Contract
Specifications including Section 01010 -Summary of Work, Section 01590 -
Contractor's Field Office, Section 0106D -Regulatory Requirements and Permits,
Section 02020 -Encroachments and other applicable sections.
1.03 SCHEDULE OF PAYMENT VALUES
A, The. CONTRACTOR shall submit a Schedule of Payment Values for review with the
return of the executed Agreement to the CITY. The schedule shall contain the
CMB ROW lIP
01026-3 South Pointe Streetscape
compensation for all professional and construction services, and installed value of the
component parts of WORK, in sufficient detail for the purpose of making progress
payments during the WORK period.
B. The schedule shall be given in sufficient detail for proper identification of WORK
accomplished. The Schedule of Payment Values shall directly correlate to each activity
outlined in the Project progress schedule and the network analysis (specified in the
Section entitled "Submittals") to accurately relate Project ~ progress (permitting,
construction, as applicable), to the requested payment. Each item shall include its
proportional share of all costs including the ovefiead, contingencies and profrt. The sum
of all scheduled items shall equal the total value of the Contract as awarded by the
CITY.
PART 2 -PRODUCTS (Not Applicable)
PART 3 -EXECUTION (Not Applicable)
- END OF SECTION -
CMB ROW lIP
01026-4 South Pointe Streetscape
BID BREAKDOWN
e o owing um quan t y rea own is provt a or to orma tons purposes on y. t ers s a re y on etr own quan~
take-offs in the development of their lump sum prices. Cost component of award will be based on the Grand Total Bid
(Lump Sum Base Bid plus none, any or all Alternates which will be selected at the City's sole discretion). Bidders must
fully complete the Bid Breakdown Form to include quantities, units of measure, unit pricing, and totals in order
for the bid submission to be deemed responsive. Non-responsive bids will be disqualified from consideration
for award of contract.
NEIGHBORHOOD: No. 12 SOUTH POINTE
PROJECT: SOUTH POINTE ROW INFRASTRUCTURE IMPROVEMENTS PROGRAM PHASE II
SUMMARY --- ------ ---------
DIVISION 1 -GENERAL CONDITIONS $
DIVISION 2 - SITEWORK $
DIVISION 3 -CONCRETE $
DIVISION 16 -ELECTRICAL $
TOTAL LUMP SUM BASE'BID: $
ALLOWANCES:
Permit Fees (Base Bid) $110,281
Consideration of Indemnification (Base Bid) $25
t
ALTERNATES: 4UANT'ITsY~ ,±UNfT ~ "~ , E tL;. xe ~`-
Add Alternate No. 1 -Removal of Encroachments (ET-2, Specification Section 02020) EA
Altemate No. 2 Cleaning of Existing Drainage System Structures Per LF of Pipe & per Structure (Specification Section 01026): ~ LS ~ ~ $50,0001
Add Alternate No. 3 -Vacuum Clean & Reconstitute Drainage well Structures (Bidder insert Unit Price & multiply by 5 to
insert Total
Alternate No. 4 -Additional Isolation at all Crosses and Tees (Specification Section 01005)
Alternate No. 5 -For the Procurement of the Services of a Public Information Liason
Altemate No. 6 -For Providing Staging (Specification Section 01026)
5 EA
EA
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GRAND70TAL BID: 3
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DIVISION 1 -GENERAL CONDITIONS
1 Bonds and Insurance
2 Mobilization LS
3 Cost Associated w/Phased Substantial Completions LS
4 Survey And Layout Site Controls LS
5 Maintenance of Traffic LS
Additional Misc. General Conditions -This line item may include, but is not limited to: preconstruction
video /photos, coordination with CMB PWD/residents/other contractors, monthly aerials, construction
6 permitting coordination, office rental/field staff/clerical staff/equipment, project constraint (no more than LS
650 LF or roadway and 415 LF of alleyways in a section be under construction at one time), project
overhead and profit, etc.
7
~ DIVISION 1-GENERAL CONDITIONS TOTAL: ~ ~ ~ ~
DIVIS ION 2 -
8
9 SITEWORK
STORMWATER:
Drainage Structures
Weir Control (4' X 8') Jefferson Court (6' - 8')
Weir Control (6' X 12') Jefferson Avenue (8' - 10')
A.
EA.
10 Catch Basin 30" X 48" (Curb Inlet Frame, Hood & Hinged Grate) (0'-6' Deep) EA.
11 Catch Basin 30" X 48" (Curb Inlet Frame, Hood & Hinged Grate) (6'-8' Deep) EA.
12 Catch Basin 30"X48" (Curb Inlet Frame, Hood & Hinged Grate) (8'-10' Deep) EA.
13 Catch Basin 30" X 48" (Valley Gutter Inlet) (0'-6' Deep) EA.
14 Catch Basin 30" X 48" (Valley Gutter Inlet) (6'-8' Deep) EA.
15 Catch Basin 4.0' X 8.0' (Valley Gutter Inlet) (8'-10' Deep) EA.
16 Catch Basin 4.0' Round (Valley Gutter Inlet) (6'-8' Deep) EA.
17 Catch Basin 4.0' Round (Valley Gutter Inlet) (8'-10' Deep) EA.
18 Catch Basin 48" x 48" (Valley Gutter Inlet) (8'-10' Deep) EA.
_.__...-_. 19
__._._.__._.- Catch Basin 3.5' Round (Valley Gutter Inlet) (8'-10' Deep)
. _._......_..._._...
_.
._._._.
. EA.
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__-~_._._..........._.~.-.-_..-._.____._..._._._._.~-..._....___.-._....._..--.-....__.__....-..._..._.-~.------._..---..---_.._..`-.._
Catch Basin 3.0' Round (Valley Gutter inlet) (0'-6' Deep) .-_.._......__..-._...-._... _.-.__.._.
EA. ....__..___._- ..~~_ -.
21 Catch Basin 42" x 42" (Valley Gutter Inlet) (0'-6' Deep) EA.
22 Catch Basin 60" Round (Curb Inlet Frame)( 6'-8' Deep) EA.
23 Manhole 60" Round (6'-8' Deep) EA.
24 Manhole 60" Round (8'-10' Deep) EA.
25 ^ Catch Basin 48" Round (6 8' Deep) EA
26 Manhole 48" Round (Inlet) (8'-10' Deep) EA.
j 27 Manhole 48" Round (Inlet) (10'-12' Deep) EA.
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30
31
32 Catch Basin 42" Round (8'-8' Deep)
Manhole 42" Round (Inlet) (8'-8' Deep)
Manhole 36" Round (6'-8' Deep)
Catch Basin 36" Round (0'-6' Deep)
Catch Basin 3.0' X 3.5' (Modified Curb-Sd14B) (0'-8' Deep) EA•
EA•
EA•
EA•
EA.
33 Catch Basin 3.0' X 3.5' (Modified Curb-Sd148) (8'-8' Deep) EA.
34 Catch Basin 17" x 27" (D-1) EA•
36
36 Conflict Manhole 60" Round (6'-8' Deep)
Conflict Manhole 48" Round (0'-8' Deep) EA•
EA•
37 Conflict Manhole 42" Round (8'-8' Deep) EA.
38 Conflict Manhole 36" Round (0'-6' Deep) EA•
39 Box 4.10' x 5.0' I.D. (8'-10' Deep) EA•
40
41
Miscellaneous Works
42 Renwve Top Slab & InIeUCover of Exist. Struct. & Replace w/New Slab & Inlet/Cover EA.
43 Connect Exist. Storm Pipe With New Structure EA.
44 Connect New Storm Pipe With Exist. Structure EA•
45 Remove Existing Structures EA•
46 Inspect and Clean Existing Structures EA•
47 Inspect and Clean Existing Storm Pipe L.S.
48 Remove Existing Storm Pipe L.F.
49
50
~
51 Dralnaae Plofna
12-In HDPE Solid Pipe
L.F.
52 15-In HDPE Solid Pipe L•F•
~ 53
54 18-In HDPE Solid Pipe
24-In HDPE Solid Pipe L.F.
_
L.F.
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-+
___ I 55
-~
-
_58' 1 Reinforced Concrete Stab (for ground cover less than 24")
. ~.~.~,
------------__._~~.~.~__._.__._~___.._~..------ - ------__
Graviri Well System _--
24" D.I. Gravity Well L.S.
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59 Structures for Gravity Wells E.A.
80
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~..~._. WATER:
PAVEMENT ASSOCIATED WITH UTILITIES
~61 Clearing And Grubbing
_._._~.._.... .~___.._w..____._.._._.~_.
62 Pavement Removal
SY
SY
__~__.-'. - 63 ~-
64
65 .Bulk Excavation ~
Geosynthetic Reinforced Foundation (Soft Soils Only)
Type B Stabilization (Lbr 30: 12-In Thick) CY
SY
SY
86~ Limerock Base (t2-In Lifts, Double Course Primed) SY
67 Type S-1 Asphaltic Concrete Pavement (2-In Thickness) TN
68 Excavate and Dispose of Unsuitable materials TN
69
70
71
72
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UTILITY WORK -WATER
73 Fumish and deliver 12" D.I. Pipe, Fittings and Valves for water main, inGuding restrainment, complete. LF
74 Install 12" D.I. Pipe, Fittings and Valves for water main, inGuding restrainment, complete. LF
75 Fumish and deliver 8' D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
76 Install 8" D.1. Pipe, Fittings and Valves for water main, including restreinment, complete. LF
77 Fumish and deliver 6" D.1. Pipe, Fittings and Valves for water main, inGuding restreinment, complete. LF
_ ~78 Install 6" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
79^ Fumish and deliver 4" D.I. Pipe, Fittings and Valves for water main, inGuding restreinment, complete. LF
80 Install 4" D.I. Pipe, Fittings and Valves for water main, inGuding restreinment, complete. LF
81 Fumish & Install Air Release Valve Assemblies (A.R.V.'s) for water main (complete). F-A
82 Fumish & Install 20" x 8" Tapping Sleeve 8 Tapping Valve and make coned to exist. 20" W.M. complete. EA
83 Fumish 8 Install 12" x 8" Tapping Sleeve 8 Tapping Valve, 8 make connect. to exist. 12" W.M.complete. EA
T84 For making a connection to an existing 12" D.I. water main complete. ~
85 For making a connection to an existing 8' D.I. water main complete. ~
86 For making a connection to an existing 6" D.I. water main complete. ~
87 For making a connection to an existing 4" D.I. water main complete. ~ V~~ ~
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88
89
90 Furnish and Install Fire Hydrants assemblies, complete
For installing 1-inch single water services inGuding boxes, and miscellaneous material.
For installing 2-inch single water services inGuding boxes, and miscellaneous material. EA
EA
EA
A^ 91
92'
93
94 Remove and Disposal of Unsuitable soils
Fumish and Install additional suitable backfill material
Fumish & Install Polyethylene wrap for D.I.P. as ordered by the Engineer
Construct Asphaltic Conc. Surface Course Type S-1 (2" Min.) for Pavement Restoration. CY
CY
LF
TN
95 Construct Compacted Limerock Base (12" Min.) for Pavement Restoration. SY
96 Installation of trench overcut in 1' depth increments. LF
97 Sheeting & Shoring left in place as ordered by Eng. SF
98 Fumish and Install Concrete Sidewalk SY
99 Fumish and Install Concrete Curb & Gutter LF
100 Remove Exist. W.M. Valve boxes 8 riser on main to be placed out of service to 2' below finish grade EA
101 Adjustment of Existing Water Main valve boxes to match finish asphalt finish grade EA
102 Adjustment of Existing Sanitary Manhole to match finish asphalt finish grade EA
103 Place out of Service and Remove Existing Fire Hydrants EA
104 12-Inch Butterfly Valves and Boxes EA
105 12-Inch DIP Fitting (45 Degree Bend) EA
106
107
108
109
110
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......_._ __~..I .___._____
Hardscaoe
111 New Pavement (New grading, 2" Asphalt, 12" Limerock Base & 12" Stabilized Sub-Base) (Alleys) SY
112 New Pavement (New grading, 2" Asphalt, 12" Limerock Base & 12" Stabilized Sub-Base) (Sts. 8 Aves) -_ SY _ ___~
113 Remove Existing Pavement SY
~_ 114
115
116 Bricked Driveway
Remove Existing Sidewalk
+---_____--__.__.__._.T__._~.__.~__._..._.__._..-._r.. ~-.._..__._._.__.-~-.._
Remove Existing Curb And Gutter
.
__._.__..-..--- SY
SY
L.F.
_ -
---.-__. ~ 117 .
Remove Existing Valley Gutter ~-.^____.-.--.-----_._..~_-----.____-.~~.-_ L.F.
118 Remove Existing Parking Meters E.A.
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120
121
122
123
124
Pavement Marking and Sionaae
Double 6" Yellow (Intersections)
24"Solid White (Stop Bar)
10'-30', 6" Yellow Skip Line
6" Solid White (Parkings)
.F.
L.F.
L.F.
L•F•
125
126
127
128
129 Reflective Pavement Marking (Bi-Directional Amber)
6" Blue Handicap
Double 6" White (Crossway)
Double 6" Solid White (Logitudinal Line) (School Zone)
12" Solid White (Stripe Line) (School Zone) EA
L.F.
L.F.
L.F.
L.F.
130 2'-4' , 6" Yellow Skip Line L.F.
131 Pavement Messages E.A.
132 Remove and Relocate Existing Signage E•A•
133
134
LANDSCAPE 8 IRRIGATION
REMOVALS:
135 LARGE TREE REMOVAL ~•
136 PALM REMOVAL EA•
137
138
RELOCATIONS:
139 PALM RELOCATION ~•
140 TREE RELOCATION EA•
141
TRE:
142 SHADE TREES - 14' HT. EA.
143 SHADE TREES - 16' HT. ~•
144 SHADE TREES - 18' HT. ~•
145 SPECIMEN SHADE TREES - 18' HT EA•
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146 i MEDIUM/ SMALL TREES - 12' HT.'~y~~___.________.______.._-.»______ ~.__-._.~_. _ -_~-_ _~.
147 '~ MEDIUM PALMS - 16' HT. EA•
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148 GROUNDCOVER - 3 GAL. UNDER CALLOPHYLLUMS EA.
149 EXISTING TREE TRIMMING/ SHAPING ~•
158 AUTOMATIC IRRIGATION (2ND ST, 4TH ST, SCHOOL PLAZA) LS
159 CONTROLLERS -CONNECTIONS FOR AUTOMATIC IRRIGATION EA.
160 WATERING FOR ESTABLISHMENT LS
61~ AUTOMATIC IRRIGATION FOR CORNERS LS
162
163
164
_ - __ _. , ,i,__ ,,,a,...._,
- SUBTOTALSTREETSCAPE;
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DIVISION 2 - SITEWORK70TAL;
DIVISION 3 -CONCRETE
165 Sidewalk (4-In Thickness W/Color) SY
166 Sidewalk (6-In Thickness W/Color) SY
167 Sidewalk Curb Ramp (W/Detectable Warning Surface) E•A•
168 Concrete Curb And Gutter L.F.
169 Concrete Valley Gutter L.F. '
170 Concrete Curb L.F.
} 171 Concrete Driveway SY
172
j 173
I 174
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175
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176 I
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DIVISION 3 -CONCRETE TOTAL;
DIVISION 16 -ELECTRICAL
LIGHTING /ELECTRICAL
Electrical Service /Street Lighting:
178 Distribution Service Panels-(Nema 3R-Stainless Steel) ~
179 Lightning Arresters EA
180 Contactors-60 A- 3P EA
181 Contactors-100 A- 3P EA
182 Photocells ~
183 Electrical Equipment Support Structures ~
184 Electrical for irrigation controllers ~ EA
185
Conduit Wire And Trenching:
186 Pvc Schedule 80 LF
187 #4 Awg Wiring (Thwn-Cu) LF
188 Trenching(6" X 2') Incl. Backfill LF
189 #6 Awg Wiring (Thwn -Cu) LF
190 Misc. Conduit And Wiring LS
191
Light Poles:
192 Light Poles (New)12 Ft Fiberglass Poles ~
193 Existing Light Poles (Removal) ~
194 Exist Light Pole Recondition And Re-Install EA
195 Demolition And Disposal Of Existing Electrical /Lighting LS
196 Brooks Products 36" Boxes EA
197 Driven Ground Rods And Connections( Copper Clad 3/4" X 10') EA
198 Ground Clamps EA
199 Concrete Bases EA
200 New Luminaires (Holophane-Granville W/Lunar Optics) And Lamps EA
I~ 201 ~ FPL Service Connection LS
202
203
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PAGE B d 9
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~Sy~DIVISION 16 - ELEC~TRICA~LR TOTAL:
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