East and West Alice Jimmie Circle

SEMINOLE TRIBE OF FLORIDA
PURCHASING DEPARTMENT
ROADWAY CONSTRUCTION
EAST AND WEST ALICE JIMMIE CIRCLE
IMMOKALEE SEMINOLE INDIAN RESERVATION
COLLIER COUNTY, FLORIDA
6300 STIRLING ROAD
HOLLYWOOD, FLORIDA 33024
ADDENDUM NUMBER FOUR
December 19, 2014
The following changes, additions, and/or deletions are hereby made a part of the Request for
Bids (RFB) documents for the Roadway Construction East and West Alice Jimmie Circle
Immokalee Seminole Indian Reservation Collier County, Florida for the Seminole Tribe of
Florida, as fully and completely as if the same were fully set forth therein:
REQUEST FOR BIDS
A. CHANGE BID DUE DATE
DELETE ALL REFERENCES TO:
BIDS DEADLINE: Friday, December 19th, 2014 by 4:00 pm
REPLACE with:
BIDS DEADLINE: Monday, December 29, 2014 by 4:00 pm
B. ATTTACHMENT
REMOVE:
Attachment C. Bid Form (revised December 16, 2014)
REPLACE WITH:
Attachment C. Bid Form (revised December 19, 2014); attached.
SEMINOLE TRIBE OF FLORIDA
Monica Maragh
Contract Specialist
RFB ROADWAY CONSTRUCTION
EAST AND WEST ALICE JIMMIE CIRCLE
ADDENDUM No. 4
Page 1 of 3
A. CLARIFICATIONS
•
Item No. 1
For the purposes of bidding, the numbers for excavation, embankment and borrow
material have been adjusted on the Bid Form. Actual quantities paid under this contract
will be based on “in-place” quantities at the unit price provided on the bid form and as
reflected by the “as-built” topographical survey.
Excavation Material – Assumes all useable Material
On-Site Borrow Material
(10,274 CY)
(7,500 CY)
TOTAL AVAILABLE
(17,774 CY)
General Embankment Requirement all areas*
(36,503 CY)
General Embankment Deficit (Off-site Fill-Compacted in-place)** (18,729 CY)
* Includes Roadway (6,705CY), Lake (607CY), Lots (29,191)
** This is the difference between the Embankment Requirement (36,503 CY) and the
available On-Site Available Material (17,774 CY)
•
Item No. 2
Lot embankment shall be compacted to 95% AASHTO T-180 Test Method “C”
•
Item No. 3
Lot grading tolerances shall be + 1-inch from the elevations specified on the construction
documents.
•
Item No. 4
Clearing and Grubbing unit prices shall include removal of topsoil and vegetation.
•
Item No. 5
Demucking, if any is required, will be paid at the same unit price of excavation. Organic
material can be used as topsoil along berm construction or as directed by the Project
Manager.
•
Item No. 6
After final grading, lot areas shall be seeded (Bahia) and mulched.
SEMINOLE TRIBE OF FLORIDA
Monica Maragh
Contract Specialist
RFB ROADWAY CONSTRUCTION
EAST AND WEST ALICE JIMMIE CIRCLE
ADDENDUM No. 4
Page 2 of 3
•
Item No. 7
All sidewalks shall be 6-inches thick.
•
Item No. 8
Detention pond is to be sodded as indicated on Sheet 16. The Detention Pond’s sodding
area quantity has been included under Pay Item 570-1-2 Performance Turf, Sod (Bahia).
•
Item No. 9
Fire Hydrant Assembly (Complete): Measurement for payment to furnish and install fire
hydrant assemblies shall be at the unit price bid per each fire hydrant assembly
furnished in accordance with the Contract Documents and include as Tee, Gate Valve,
MJ Restraints, Piping, etc. Payment for furnishing and installing fire hydrant assemblies
shall be at the unit price bid per each and shall include but is not limited to transporting,
storing, furnishing, and installing.
SEMINOLE TRIBE OF FLORIDA
Monica Maragh
Contract Specialist
RFB ROADWAY CONSTRUCTION
EAST AND WEST ALICE JIMMIE CIRCLE
ADDENDUM No. 4
Page 3 of 3
Seminole Tribe of Florida
Bid Form (revised December 19, 2014)
EAST AND WEST ALICE JIMMIE CIRCLE
ITEM NO.
ITEM DESCRIPTION
UNIT
QUANTITY
ROADWAY AND DRAINAGE ITEMS
101-1
Mobilization
LS
1
102-1
Maintenance of Traffic
LS
1
110-1-1
Clearing and Grubbing
LS
104-10-3
Sediment Barrier (Silt Fence)
LF
5046
1
120-1
Roadway Excavation
CY
71
120-5
Channel Excavation
CY
10203
120-6a
Roadway Embankment (Compacted in Place)
CY
6705
120-6b
Onsite Borrow Material (Hauled and Compacted)
CY
7500
120-6c
General Embankment (Compacted in Place)
CY
3,569
120-6d
General Embankment (Off Site Fill - Compacted in Place)
CY
18,729
160-4
Stabilization (Type B)
SY
7067
285-706
Optional Base Group 6
SY
7067
334-1-23
Superpave Asphaltic Concrete (Traffic C, PG 76-22 PMA)
TN
653
425-1-521
Inlets (Type C)
EA
3
425-1-541
Inlets (Type D)
EA
2
425-1-711
Inlets (Valley Gutter)
EA
13
425-2-41
Drainage Manholes
EA
7
430-171-118
Concrete Pipe Culvert (SS and CD) (18")
LF
845
430-171-124
Concrete Pipe Culvert (SS and CD) (24")
LF
384
430-171-130
Concrete Pipe Culvert (SS and CD) (30")
LF
1179
430-171-136
Concrete Pipe Culvert (SS and CD) (36")
LF
14
430-982-125
Mitered End Section Culvert (18")
LF
1
430-982-133
Mitered End Section Culvert (30")
LF
2
520-3
Valley Gutter (Concrete)(Type V)
LF
4369
522-2
Concrete Sidewalk (6" Thick)
SY
1783
527-2
Detectable Surrface
SF
22
570-1-1
Seeding (Home Lots Only)
SY
39785
570-1-2
Performance Turf, Sod
SY
11943
SP01
Speed Hump (Per detail on sheet 8 of design plans)
EA
3
ROADWAY AND DRAINAGE ITEMS TOTAL
Page 1 of 3
UNIT PRICE
AMOUNT
Seminole Tribe of Florida
Bid Form
EAST AND WEST ALICE JIMMIE CIRCLE
ITEM NO.
ITEM DESCRIPTION
UNIT
QUANTITY
PAVEMENT MARKINGS AND SIGNING ITEMS
700-1-11
Sign Single Post (up to 12 S.F.)
AS
24
710-90
Painted Pavement Markings
LS
1
*
Reflective Pavement Markers
EA
52
*
Solid Traffic Stripe (White 12")
LF
343
*
Solid Traffic Stripe (White 24")
LF
67
*
Solid Traffic Stripe (Yellow 6")
NM
0.094
*
Skip Traffic Stripe (Yellow 6" 10'-30')
GM
0.353
711-11-123
Solid Traffic Stripe (White 12") (Thermoplastic)
LF
343
711-11-125
Solid Traffic Stripe (White 24") (Thermoplastic)
LF
67
711-11-211
Solid Traffic Stripe (Yellow 6") (Thermoplastic)
NM
0.094
711-11-231
Skip Traffic Stripe (Yellow 6" 10'-30') (Thermoplastic)
GM
0.353
6" PVC Sewer Laterals ( single service, complete)
EA
9
2
6" PVC Sewer Laterals (double service, complete)
EA
8
3
8" PVC (SDR 26) Gravity Sewer (0-6ft)
LF
774
4
8" PVC (SDR 26) Gravity Sewer (6-8ft)
LF
1117
5
8" PVC (SDR 26) Gravity Sewer (8-10ft)
LF
0
6
8" PVC Gravity Sewer (10-12ft)
LF
140
7
Sewer Manholes (<6.00 ft)
EA
2
8
Sewer Manholes (6-8ft)
EA
4
PAVEMENT MARKINGS AND SIGNING ITEMS TOTAL
UTILITIES ITEMS
1
9
Sewer Manholes (8-10ft)
EA
5
10
Connect To Existing San Sewer Manhole
EA
6
11
8" DIP Water Main (Restrained as per required per plan)
LF
2200
12
8" Gate Valve w/ Extension
EA
5
13
Meters for Water Service
EA
24
14
Fire Hydrant Assembly (complete)
EA
7
15
Temporary Plug w/ Blow Off or Remove Plug and Blow Off
EA
5
EA
10
and Connect to Water Main
16
1 1/2" Single Water Service (saddle, corp stop, angle stop, fittings complete)
Page 2 of 3
UNIT PRICE
AMOUNT
Seminole Tribe of Florida
Bid Form
EAST AND WEST ALICE JIMMIE CIRCLE
ITEM NO.
17
ITEM DESCRIPTION
UNIT
QUANTITY
1 1/2" Double Water Service (saddle, corp stop, angle stop, fittings, complete)
EA
7
18
PVC Pipe Sleeve for 1 1 /2" Water Service
LF
264
19
Sample Points
EA
7
20
2" Air Release Valve Assembly and Manhole
EA
21
DIP Fittings for 8" Water Main
TON
0.96
22
Remove Exist. 2" HDPE Forcemain
LF
1190
23
Remove Exist. 2" PVC watermain
LF
1728
24
2"HDPE Forcemain (fittings, complete)
LF
60
25
2" Existing PVC Watermain connection to new 8" Watermain (saddle, corp stop, anEA
26
2" PVC watermain (fittings, complete)
3
1
LF
115
UTILITIES ITEMS TOTAL
LIGHTING ITEMS
630-2-11
Conduit (F&I) (Underground) (PVC Schedule 40) (2")
LF
9315
635-1-11
Pull Box (F&I)
EA
62
715-1-12
Conductor (F&I) (Insulated No. 6)
LF
28041
715-7-11
Load Center (F & I)
EA
1
715-37-1
Photoelectric Control Assembly (F & I)
EA
1
715-500-1
Pole Cable Distribution System (Conventional)
EA
45
715-516-116
Lighting Pole Complete (Special) (16') (F&I)
EA
45
LIGHTING ITEMS TOTAL
SUMMARY
Roadway Construction Total
Signing and Pavement Construction Total
Utilities Construction Total
Lighting Construction Total
GRAND TOTAL
Bidder Company Name:______________________________________
__________________________________________________________
Signature of Official Authorized to Bind Bidder
Print Name:_________________________________________
Title:______________________________________________
Date:______________________________________________
Failure to fully complete and sign this Bid Form may result in rejection of Bid.
END SCHEDULE OF BID ITEMS
Page 3 of 3
UNIT PRICE
AMOUNT

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