HomeMy WebLinkAboutAddendum #3
APR-30-2007 MON 04:59 PM CALVIN GIORDANO
FAX NO. 9549218807
P. 11/22
SECTION 00900
Addendum No.3 (Aoril27. 2007)
to
Contract documents
CITY OF SUNNY ISLES BEACH
STATE ROAD 826 I SUNNY ISLES BOULEVARD PROJECT
CGA PROJECT NO. 03-4122.D .
CITY BID NO. 07-03-02
To All Bidders:
Bidders for the above~referenced project shall take note of the following changes,
additions, deletionsl clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. Section 00300-2, 00300-3, 00300-4 is to be replaced in its entirety.
2. Section 01000 cover page is to be added in its entirety.
3. Section OlOOO-i and 01000-ii is to be added in its entirety.
4. Section 01000-219 is to be added in its entirety.
All other documents I specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-6.
END OF SECTION
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Bid
Item
I.
STATE ROAD 826/ SUNNY ISL.ES BOULEVARD PROJECT
Estimated
Quantitv Unit Unit Price
Estimated
Total
Description
Summary of 0200 Roadway
Mobilization
Maintenance of Traffic
1
2
3 Commercial Material for Driveway Maintenance
4 Traffic Control Officer
5 Work Zone Signs
6 Business Signs
7 Barrier Wall (Temporary) (F & I) (Concrete)
8 Barrier Wall (Temporary) (Relocate) (Concrete)
9 Barricade (Temporary) (Types I, II, 01, VP & DRUM)
10 Barricade (Temporary) (Type III) (6')
11 Panels Arrow Advance Warning
12 High Intensity Flashing Ughts. TempwType B
13 Marker Pavt Reflective (Temporary)
14 Lights (Temp-Barr. Wall Mount) (Type C Steady Burn)
15 Impact Attenuator (Redirective Option) (Temporary)
16 Changeable-Variable Message Sign (Temporary)
17 pavt Marking Removable (White/Black) (Skip)
1 8 Pavt MarkIng Removable (White/Black) (Solid)
19 Pavt Marking Removable (White/Black) (Other)
20 Pavt Marking Removable (Yellow) (Solid)
21 Rock Bags
22 Clearing and Grubbing
23 Milling Exist Asph Pavt (2" Avg Depth)
24 Superpave Asph Cone (Traf C) (PG 76-22)
26 Asph Cone Friction Course (lne Bit / Rubber) (FC-9.5)
26 Cone Class I (Retaining Walls)
27 Inlets (Curb) (Type P-2) (<10')
28 Inlets (Curb) (Type P-2) (>10')
29 Inlets (Curb) (Type P-6) (<10')
30 Inlets (Curb) (Type P-6) (>10')
31 Manhole Adjustments
32 Valve Boxes
33 Curb and Gutter Concrete
34 Sidewalk Concrete (4" Thick)
35 Sidewalk Concrete (6" Thick)
36 Sodding (Saint Augustine)
37 Marking (Paint) Removal
1\J1~r~h ?nn7
00300-2
1.00 LS
1.00 LS
250.00 CY
30.00 MH
1,332.00 ED
42.00 EA
984.00 LF
768.00 LF
12730.00 ED
74.00 ED
132.00 ED
676.00 ED
234.00 EA
14.00 ED
7.00 La
112.00 ED
1380.00 'LF
6580.00 LF
657.00 LF
1612.00 LF
160.00 EA
1.00 LS
10523.00 SY
578.78 TN
578.78 TN
7.00 CY
2 EA
1 EA
1 EA
1 EA
8 EA
7 EA
2925.00 LF
127.00 Sy
17.00 SY
384 SY
3150.00 SF
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Subtotal of 0200 Roadway
II. Summary of 0300 Signing
38 Sign Single Post 41.00 AS
39 Sign EXisting (Removal) 22.00 AS
40 Sign Existing (Relocate) 7.00 AS
4.1 Retro"Reflective Pavement Markers 192.00 EA
42 Painted Pavement Marking (Final Surface) 1.00 LS
Subtotal of 0300 Signing
III. Summary of 0400 Lighting
43 Conductors (F&I) (Insulated) (NO 8) 76,245.00 LF
44 Conductors (F&I) (Insulated) (NO 6) 760.00 LF
'49.. Conduit (F&I Underground) (PVC SCH 80) (1") 5,040.00 LF
'4a.. Conduit (F&I Underground) (PVC SCH 80) (1 %") 250.00
47 Conduit (F&I Underground) (PVC SCH 80) (2") 10,830.00 LF
48 Load Center (F&1l (Secondary Voltage) 2.00 EA
49 Luminaire {F&11 (Roadway Special) 11 0.00 EA
50 Pull Box (F&I) (Sidewalk) 37.00 EA
51 Pole Cable Distribution System (Conventional) 21.00 EA
52 Light Pole Comp (F&I) (SGL Arm Shldr Mnt-Alum)
(25') 21.00 EA
Subtotal of 0400 Lighting
11I1. Summary of 0500 Signalization
53 Conduit (Furnish & Install) {Under Pavementl 1,705.00 LF
54 Cable (Signal) (Furnish & Install) 1.00 PI
55 Pull & Junction Boxes (F & I) (Pull Box) 20.00 EA
56 Electrical Power Service (Overhead) 1.00 AS
57 Electrical Service Wire 225.00 LF
68 M/Arm (F&ll HL) (SGL Arm WIO Lum) pt Arm (85) 1,00 EA
59 Signal Tra'f'fic ( F&I) 13 Sect 1 Way) (Std) 3.00 AS
60 Signal Pedestrian (Neon International Sym Low Watt 2.00 AS
61 Signal Head Auxiliaries (Back Plates 3 Sect) 3.00 EA
62 Signal Head Auxiliaries (Aluminum Pedestal) 1.00 EA
63 Loop Assembly (F&I) (Type A) 4.00 AS
64 Detector Pedest (F&I) (Det Sts Pole or Cabinet MTD) 2.00 EA
66 entl Assem Act S5 (F&I) 170 Pre (none) 1.00 AS
66 System Auxiliares (Telemetry Transceiver) 1.00 EA
67 System Auxiljares (Universal Adapter) 1.00 EA
68 System Auxiliares (Standby System Relay) 1.00 EA
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, I
69 Signal Head Traffic Assembly Removal 3.00 EA
70 Signal Pedestrian Assembly Removal 2.00 EA
71 Signal Pedestal Removal 1.00 EA
72 Pole Removal (Shallow I Bolt on Attach) 1.00 EA
73 Cntrl Assam Remove 1.00 EA
74 Detector Pedestrian Assembly Remove 2.00 EA
75 Conduit & Cabling Remove 1.00 PI
76 Signal Equipment Misc. Remove 1.00 PI
77 Sign Panels (F&J) (15 or <) 2.00 EA
78 Sign Panels (Relocate) (16-100) 5.00 EA
79 Sign Panels (Remove) 2.00 EA
Subtotal of 0500 Signalization
IV Summary of 0600 Landscape I Peripheral
80 Pavers, Architectural (Sidewalk) 3,530.00 SY
81 Landscape Complete (Small Plants) 1.00 LS
82 Landscape Complete (Large Plants) 1.00 LS
83 Irrigation System 1.00 LS
84 Trash Receptacle (F&I) (Prs4fabricated) 6.00 EA
85 Benches (F&I) (Pre-fabricated) 12.00 EA
Subtotal of 0600 Landscape I Peripheral j \ 00 I t:a:). 00 I I
CD~+\ ,,~er"tc.~ \-"5
TOT AL BASE BID (Item I Thru IV) I $ I i
Written
(Contractor)
(Date)
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Section 01000
Supplemental Specifications
APR-30-2007 MON 05:00 PM CALVIN GIORDANO
FAX NO. 9549218807
P. 16/22
Section 01000 - Supplemental Specifications
STATE ROAD 826 I SUNNY ISLES BOULEVARD PROJECT
CGA Project No. 03-4122.0
City of Sunny Isles Beach Bid No. 07-03-02
SUPPLEMENTAL SPECIFICATIONS
102 Maintenance of Traffic
104 Prevention, Control and abatement of Erosion and Water Pollution
105 Contractor Quality Control General Requirements- Personnel Qualifications
110 Removal o'f Exisiting Structures
1 20 Excavation and Embankment
125 Excavation for Structures and Pipe
1 60 Acceptance Program
163 Blanket Material
200 Rock Base
234 Superpave Asphalt Base
300 Prime and Tack Coats for Base Courses
320 Hot Bituminous Mixtures-Cold Feed
330 Surface Requirements
334 Superpave Asphalt Concrete
337 Aspahlt Concrete Friction Courses
338 Value Added Asphalt Pavement
346 Portland Cement Concrete
347 Portland Cement Concrete - Class I (Nonstructural)
425 Inlets, Manholes, and Junction Boxes
430 Final Pipe Inspection
449 Precast Concrete Drainage Products
520 Concrete Gutter, Curb Elements, and Traffic Separator
521 Concrete Barriers, Traffic Railing Barriers and Parapets
526 Architectural Pavers
536 Guardrail
548 Retaining Wall Systems
560 Shop, Fielcl and Maintenance Coating of Structural Steel
561 Self-Curing Inorganic Zinc Coating Systems
562 Zinc Paint Coating
575 Sodding
580 Landscape Installation
611 Acceptance of Signal Installation - Submittal Requirements
620 Signal Installation Grounding
630 Installation Requirements-Conduit for Fiber Optic Cable
641 Prestressed Concrete Poles
700 Highway Signing
. . . 1- ,..,^^~
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706 Raised Retro-Reflective Pavement Markers and Bituminous Adhesive-Method of
Measurement
710 Painted Pavement Marldngs
901 Course Aggregates
91 6 Bituminous Materials
923 Water for Concrete-Chemical Requirements
926 Epoxy Compounds
929 Pozzolans and Slag
937 Adhesive Bonding Material Systems 'for Structural Applications
942 Resilient Connectors for Sealing Precast Structures to Pipe Joints
947 Clay Pipe
948 Miscellaneous Type of Pipe-Corrugated Polyethylene Pipe
955 Lumber and Timber Treatment (Including Treating Materials)
971 Traf'fic Marking Materials
982 Fertilizer
987 Prepared Soil Layer Materials
990 Temporary Traffic Control Devices Materials
992 Pole Cable Distribution System
993 Reflector Units for Guardrail
994 Retroreflective and Nonreflective Sign Sheeting
603 Equipment and Materials
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, I
EQUIPMENT AND MATERIALS.
SUB ARTICLE 603-2.1 (Page 676). The first paragraph is deleted and the following
substituted:
Except as provided in 603-2.2, only use traffic control signal devices meeting the requirements of:
(El) the Minimum Specifications for Traffic Control Signal Devices (MSTCSD), (b) Traffic Control
Equipment Specifications and Standards for the Me1TO Traffic Control System, Miami-Dade County,
January 2002 (revised 2004), (c) Traffic Controller Assemblies Specifications, Miami-Dade County Public
Works Depmtment, 1999 Edition and (d) listed on the Department's Approved Product List (APL).
DEFINITIONS.
SUBARTlCLE 603-3 (Pages 676 and 677) is expanded by the following:
Traffic Control Equipment Specifications and Standards for the Metro Traffic Control System,
Miami-Dade County, January 2002 (revised 2004): A publication developed and maintained by the Miami-
Dade County Traffic Signals and Signs Division.
Traffic Controller Assemblies Specifications, Miami-Dade County Public Works DepaI1ment,
1999 Edition: A publication developed and maintained by the Miami-Dade County Traffic Signals and
Signs Division.
March 2007
01000.219
03-4122.0
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FAX NO. 9549218807
P. 19/22
SECTION 00900
Addendum No.4 (April 30,20011
to
Contract documen'[s
CITY OF SUNNY ISLES BEACH
STATE ROAD 826/ SUNNY ISLES BOULEVARD PROJECT
CGA PROJECT NO. 03-4122.0
CITY BID NO. 07-03-02
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. 'to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. In Document 00020, change the bid opening date to Tuesday, May 1, 2007 at 4:00PM.
This is to change the date for receiving and opening of bids. Sealed bids will be received
by the City Clerk on the fourth -oOOf, no later than 4:00 pm on Tuesday, May 1,2007 and
after that time bids will be opened and read aloud in the first floor meeting room.
2. Section 00300 pages 00300-2, 00300-3, 00300-4 are to be replaced in its entirety.
Changes were made to the 0400 Lighting section and 0600 Landscapil1g section.
All other documents, specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-6.
END OF SECTION
. A_~_I_ ..."",
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P. 20/22
STATE ROAD 826/ SUNNY ISLES BOULEVARD PROJECT
Bid Estimated Estimated
Item Oeseri tlon Quantit Unit Unit Price Total
I. Summary of 0200 Roadway
1 Mobilization 1.00 LS
2 Maintenance of Traffic 1.00 LS
3 Commercial Material for Driveway Maintenance 250.00 CY
4 Traffic Control Officer 30.00 MH
5 Work Zone Signs 1,332.00 ED
6 Business Signs 42.00 EA
7 Barrier Wall (Temporary) (F & I) (Concrete) 984.00 LF
8 Barrier Wall (Temporary) (Relocate) (Concrete) 768.00 LF
9 Barricade (Temporary) (Types I, II, DI, VP & DRUM) 12730.00 ED
10 Barricade (Temporary) (Type 111) (6') 74.00 ED
1 1 Panels Arrow Advance Warning 132.00 ED
12 High Intensity Flashing Lights, Temp-Type B 676.00 ED
13 Marker Pavt Reflective (Temporary) 234.00 EA
14 Lights (Temp-Barr. Wall Mount) (Type C Steady Burn) 14.00 ED
15 Impact Attenuator (Redirective Option) (Temporary) 7.00 LO
16 Changeable-VarIable Message Sign (Temporary) 112.00 ED
17 pavt Marking Removable (White/Black) (Skip) 1380.00 LF
18 pavt Marking Removable (White/Black) (Solid) 6580.00 LF
19 pavt Marking Removable (White/Black) (other) 657.00 LF
20 pavt Marking Removable (Yellow) (Solid) 1612.00 LF
21 Rock Bags 160.00 EA
22 Clearing and Grubbing 1.00 LS
23 Milling E)(ist Asph pavt (2" Avg Depth) 10523.00 SY
24 Superpave Asph Cone (Traf C) (PG 76-22) 578.78 TN
25 Asph Conc Friction Course (lnc Bit 1 Rubber) (FC-9.S) 578.78 TN
26 Cone Class I (Retaining Walls) 7.00 CY
27 Inlets (Curb) (Type P-2) (<10') 2 EA
28 Inlets (Curb) (Type P-2) (>10') 1 EA
29 Inlets (Curb) (Type P-6) (<10') 1 EA
30 Inlets (Curb) (Type P-6) (>10') 1 EA
31 Manhole Adjustments 8 EA
32 Valve Boxes 7 EA
33 Curb and Gutter Concrete 2925.00 LF
34 Sidewalk Concrete (411 Thick) 127.00 SY
35 Sidewalk Concrete (6/l Thick) 17.00 SY
36 Sodding (Saint Augustine) 384 SY
37 Marking (Paint) Removal 3150.00 SF
March 2007 00300-2 03-4122.0.
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Subtotal of 0200 Roadway I
n. Summary of 0300 Signing
38 Sign Single Post 41.00 AS
39 Sign Existing (Removal) 22.00 AS
40 Sign Existing (Relocate) 7.00 AS
41 Ratro-Reflective Pavement Marl(ers 192.00 EA
42 painted Pavement Marl<ing (Final Surface) 1.00 LS
Subtotal of 0300 Signing
III. Summary of 0400 Lighting
43 Light Pole Foundation 21 EA
44 Conduit IF & I Underground PVC SCH 80) 2" 3030 LF
45 Pull Box (F &. I) at Light Pole 21 EA
46 Pull Box (F &. I) 2 EA
47 Conductors (F & II (Insulated) (No.6) 10255 LF
48 Lighting Pole Complete (Single Arm Shoulder Mount) 21 EA
49 Pole Cable Distribution System 21 EA
50 Service Rack Assembly 1 EA
Subtotal of 0400 lighting
IV. Summary of 0500 Signalization
51 Conduit (Furnish & Install) (Under Pavement) 1,705.00 LF
52 Cable (Signal) (Furnish & Install) 1.00 PI
53 Pull & Junction Boxes (F & I) (Pull Box) 20.00 EA
54 Electrical Power Service (Overhead) 1.00 AS
65 Electrical Service Wire 225.00 LF
66 M/Arm (F&II HL) (SGL Arm WIO Lum) 1"' Arm (85) 1.00 EA
67 Signal Traffic ( F&I) (3 Sect 1 Way) (Std) 3.00 AS
68 Signal Pedestrian (Neon International Sym Low Watt 2.00 AS
59 Signal Head Auxiliaries (Back Plates 3 Sect) 3.00 EA
60 Signal Head Auxiliaries (Aluminum Pedestal) 1.00 EA
61 Loop Assembly (F&I) (Type A) 4.00 AS
62 Detector Pedest (F&I) (Det Sts Pole or Cabinet MTDI 2.00 EA
63 Cntl Assem Act SS (F&1l 170 Pre(nonel 1.00 AS
64 System Auxiliares (Telemetry Transceiver) 1.00 EA
65 System Auxiliares (Universal Adapter) 1.00 EA
66 System Auxiliares (Standby System Ralay) 1.00 EA
67 Signal Head Traffic Assembly Removal 3.00 EA
March 2007 00300-3 03A122.D.
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68 Signal Pedestrian Assembly Removal 2.00 EA
69 Signal Pedestal Removal 1.00 EA
70 Pole Removal (Shallow I Bolt on Attach) 1.00 EA
71 Cntrl Assem Remove 1.00 EA
72 Detector Pedestrian Assembly Remove 2.00 EA
73 Conduit & Cabling Remove 1.00 PI
74- Signal Equipment Misc. Remove , .00 PI
75 Sign Panels (F&Jl (15 or <) 2.00 EA
76 Sign Panels (Relocate) (16-100) 5.00 EA
77 Sign Panels (Removel 2.00 EA
Subtotal of 0500 Signalization
V Summary of 0600 Landscape I Peripheral
78 Conduit (F&I Underground PVC SCHBO) 2" 7800 LF
79 Conduit (F&I Underground PVC SCH 80) 1 Y2" 250 LF
80 Conduit (F&I Underground PVC 80) 1" 5040 LF
81 Pull Box (F&I) 14 EA
82 Conductors (F&I) (Insulated) (No.2) 750 LF
83 Conductors (F&I) (Insulated) (No. B) 17020 LF
84 Conductors (F&I) (Insulated) (No.6) 48970 LF
85 Service Rack Assembly , EA
86 Landscape Lighting Fixtures "0 EA
87 Pavers, Architectural (Sidewalk) 3,530.00 SY
88 Landscape Complete (Small Plants) 1.00 LS
89 Landscape Complete (Large Plants) 1.00 LS
90 Irrigation System 1.00 LS
91 Trash Receptacle (F&I) (Pre-fabricated) 6.00 EA
92 Benches (F&I) (Pre-fabricated) 12.00 EA
Subtotal of 0600 Landscape I Peripheral
VI Contingency 1 LS 100,000.00 100,000.00
TOTAL BASE BID litem I Thru VI) I $
Written
(Contractor)
(Date)
March 2007
00300-4
03-4122.D.