HomeMy WebLinkAboutCostsENGINEER'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. Offsite 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 ati" areas.
• A reselling 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 Chy 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.
Unit
Pay Item Description QTY Unit Price Amount
Power Pole Relocation
BY FPI.
LP
LS
0.00
Mobilization
I
LS
9,000.00
9,000.00
L
Turbidity Curtain - Canal
1
LS
6,000.00
6,000.00
MOT
°^"•�^'^'"
DRAFT -FOR DISCUSSION
6,000.0
6,000.00
Right of Way Clearing/Grubbing
PURPOSESONLY
1
LS
5,500.00
5,500.00
ENGINEER'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. Offsite 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 ati" areas.
• A reselling 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 Chy 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.
Unit
Pay Item Description QTY Unit Price Amount
Power Pole Relocation
BY FPI.
5
LS
0.00
Mobilization
I
LS
9,000.00
9,000.00
Erosion/Sediment Protection
Turbidity Curtain - Canal
1
LS
6,000.00
6,000.00
MOT
1
LS
6,000.0
6,000.00
Right of Way Clearing/Grubbing
1
LS
5,500.00
5,500.00
Clearing
Easement Areas
1
LS
500.00
500.00
Roadway Grading
To be spread over outfall pipe.
720
CY
4.25
3,060.00
Roadway Subbase
12" Stabilized
2151
SY
4.00
8,604.00
Roadway Base
6" Lvnerock
2151
SY 1
10.001
21,510.00
1 1/2" Asphaltic Concrete
9.5 SP
1950
SY
12.00
23,400.00
Driveway Aprons
8-10 - In Kind Work
I
LS
15,000.00
15,000.00
Roadway Fill
for Cul -de -Sac
300
CY
10.00
3,000.00
Ribbon Curb
624
LF
11.00
6,864.00
Type F Curb
870
LF
14.00
12,180.00
Inlet Boxes w/Suntree Tech Grate Inlet
FDOT Type C
2
EA
6,000.00
12,000.00
Inlet Boxes w/o Suntree Tech Grate Inlet
FDOT Type C
2
EA
4,000.00
8,000.00
18" ADS Storm Culverts
380
LF
40.00
15,200.00
15" ADS Storm Culverts
26
LF
25.00
650.00
Outfall Drainage Manholes
(Shallow)
3
EA
4,000.00
12,000.00
Headwall
at Canal
I
LS
2,500.00
2,500.00
1900 RCP Outfall Pie
900
LF
100.00
90,000.00
Sidewalk
300
SY
40.00
12,000.00
Detection Warnings
14 Deptanling Dependingon Commercial
14
EA
100.00
1,400.00
Aluminum Sidewalk Rads at Inlet Boxes
2
EA
600.00
1,200.00
Water Line Conflicts
Areas
1
LS
10,000.00
10,000.00
Sanitary Sewer Lateral Conflicts
1
LS 1
4,000.00
4,000.00
Sealing/Striping
1
LS
500.00
500.00
Landscaping/Sod
Includes Watering
I
LS
5,600.00
5,600.00
Dewatermg for Outfall
1
LS
6,000.00
6,000.00
Mailbox Resetting, Fence
1
LS
2,000.00
2,000.00
Tree Removal, Mitigation
1
LS
10,000.00
10,000.00
4" PVC Sleeves for Future Work
1
LS
1,200.00
1,200.00
Solar Li tin
To Be Determine
Re -Use Water Line
To Be Determined
SUBTOTAL
10% CONTINGENCY
PROBABLE COST'
• Does not include engineering or surveying.
�k
k.
314,868.00
31,486.86
346,354.80