HomeMy WebLinkAboutProbable Costs 09-22-16ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS
Oak Lane, Cape Canaveral, Florida
Cape Canaveral, Florida
As of September 22, 2016
General: This Engineer's probable construction cost estimate for Oak Lane includes the paving and drainage improvements for the existing dirt roadway of Oak Lane. Existing sanitary
sewer and portable water is contained within the 50' rights of way The proposed construction drawings reflect two 11' lanes, one 5' sidewalk, and drainage improvements. Off site drainage
work to the Canaveral Drainageway is included. A turn around in driveway agreement has been made with the City Fire Department to allow a reduced cul-de-sac.
Special Construction Considerations for the project will include:
* Water line relocations at two areas.
* A resetting of FPL power poles and guide wires.
* Possible adjustment of south side sewer laterals.
* Resident coordination with driveways, mailboxes, landscaping, etc. in right of way.
* Utility coordination and possible dewatering for outfall drainage line in City's 20' easement.
* Sidewalk rails at two inlets.
City will install street sign and stop sign. Future landscaping also by City including re-use water.
Pay Item
Power Pole Relocation
Mobilization
Erosion/Sediment Protection
MOT
Right of Way Clearing/Grubbing
Clearing
Roadway Grading
Roadway Subbase
Roadway Base
1 1/2" Asphaltic Concrete
Driveway Aprons
Roadway Fill
Ribbon Curb
Type F Curb
Inlet Boxes w/Suntree Tech Grate Inlet
Inlet Boxes w/o Suntree Tech Grate Inlet
18" ADS Storm Culverts
15" ADS Storm Culverts
Outfall Drainage Manholes
Headwall
19x30 RCP Outfall Pipe
Sidewalk
Detection Warnings
Aluminum Sidewalk Rails at Inlet Boxes
Water Line Conflicts
Sanitary Sewer Lateral Conflicts
Sealing/Striping
Landscaping/Sod
Dewatering for Outfall
Mailbox Resetting, Fence
Tree Removal, Mitigation
4" PVC Sleeves for Future Work
Solar Lighting
Re-Use Water Line
SUBTOTAL
10% CONTINGENCY
PROBABLE COST*
* Does not include engineering or surveying.
DRAFT - FOR DISCUSSION
PURPOSES ONLY
Description
BY FPL
Turbidity Curtain - Canal
Easement Areas
To be spread over outfall pipe.
12" Stabilized
6" Limerock
9.5 SP
8-10 - In Kind Work
for Cul-de-Sac
FDOT Type C
FDOT Type C
(Shallow)
at Canal
14 Depending on Commercial
2 Areas
Includes Watering
To Be Determined
To Be Determined
QTY
5
1
1
1
1
1
720
2151
2151
1950
1
300
624
870
2
2
380
26
3
1
900
300
14
2
1
1
1
1
1
1
1
1
Unit
LS
LS
LS
LS
LS
LS
CY
SY
SY
SY
LS
CY
LF
LF
EA
EA
LF
LF
EA
LS
LF
SY
EA
EA
LS
LS
LS
LS
LS
LS
LS
LS
Unit
Price
9000
6000
6000
5500
500
4.25
4
10
12
15000
10
11
14
6000
4000
40
25
4000
2500
100
40
100
600
10000
4000
500
5600
6000
2000
10000
1200
Amount
0
9000
6000
6000
5500
500
3060
8604
21510
23400
15000
3000
6864
12180
12000
8000
15200
650
12000
2500
90000
12000
1400
1200
10000
4000
500
5600
6000
2000
10000
1200
314868
31486.8
346354.8