BP-048_ORL_East_Ramp_Rehab_Ph_1_Cost_Estimate_2025-01-24.pdf
PDF 66 KB Posted
- Solicitation number
- 25-598-IFB
- Issued by
- Orange County, Orlando City, Florida
About this file
This document is a construction bid schedule for the Orlando Executive Airport East Ramp Rehabilitation - Phase 1 project, prepared by MEAD & HUNT on 1/24/2025 as a 90% submittal. The project involves comprehensive airport infrastructure rehabilitation, including full-depth asphalt and base removal across approximately 14,475 square yards, installation of a 6-inch limerock base course, new 4-inch asphalt pavement in two 2-inch lifts, and associated site preparation work. The bid includes two primary schedules: a Base Bid Schedule and an Additive Alternate Bid Schedule, with the base bid focusing on core pavement rehabilitation and the alternate bid incorporating additional electrical infrastructure improvements such as new conduit, cable installations, and a high mast light pole replacement.
The total project cost is estimated at $2,119,097.75 for the Base Bid Schedule and $1,774,426.50 for the Additive Alternate Bid Schedule, with each schedule including a 10% estimating design evolution contingency. Key line items include mobilization ($150,000-$155,000), safety and traffic maintenance ($75,000), asphalt and base removal ($250,750-$434,250), and new pavement installation ($575,000-$837,500). The alternate bid introduces additional electrical work, including new electrical distribution with conduit and cable ($50,000) and a new high mast light installation with foundation ($125,000). The project also includes various preparatory and ancillary works such as silt fence installation, inlet protection, subgrade preparation, and pavement markings.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Orlando Executive Airport By: MEAD & HUNT
ORL EAST RAMP REHABILITATION- PHASE 1 Date: 1/24/2025
FAA # Revision#: 90% Submittal
MH #: 466445-212152.01
Item No. Spec. Description Unit of Issue Quantity Unit Price Extended Price Notes
1 C-105.1 MOBILIZATION LS 1 155,000.00$ $ 155,000.00 Approx. 10% of construction value
2 C-105.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1 75,000.00$ $ 75,000.00 Approx. 5% of construction value
3 C-102.1 SILT FENCE INSTALLATION AND REMOVAL LF 750 3.50$ $ 2,625.00 Includes staked silt fence as well as sediment barrier on south end of ramp
4 C-102.2 INSTALL INLET PROTECTION (INLET SEDIMENT TRAP) EA 4 250.00$ $ 1,000.00 Inlet protection around inlets
5 P-101.1 ASPHALT AND BASE REMOVAL, FULL DEPTH (VARIES, 6"-10") SY 14,475 30.00$ $ 434,250.00 Removal of existing asphalt and base course material
6 P-101.2 TIEDOWN HOOK AND FOUNDATION REMOVAL EA 31 15.00$ $ 465.00 Removal of existing tie-downs prior to milling/pavement removal
7 P-152.1 UNCLASSIFIED EXCAVATION (VARIES, 2"-4") CY 750 20.00$ $ 15,000.00 Excavation required to install new pavement section
8 P-152.2 PREPARE SUBGRADE SY 14,475 8.00$ $ 115,800.00 Preparation and compaction of existing subgrade material- utilizes existing material, no new material
9 P-152.3 UNSUITABLE EXCAVATION CY 500 45.00$ $ 22,500.00
Contingency pay item to cover any areas of unsuitable soils or areas that cannot be compacted after removal of pavement, base, and unclassified excavation- includes removal and replacement of material
10 P-211.1 LIMEROCK BASE COURSE (6" THICK) CY 2,413 95.00$ $ 229,187.50 6" new limerock base course
11 P-401.1 4" ASPHALT PAVEMENT (2-2" LIFTS) TON 3,350 250.00$ $ 837,500.00 New asphalt pavement
12 P-602.1 EMULSIFIED ASPHALT, PRIME COAT GAL 4,500 5.50$ $ 24,750.00 Prime coat on top of new base course layer
13 P-603.1 EMULSIFIED ASPHALT, TACK COAT GAL 1,050 5.50$ $ 5,775.00 Tack coat between paving layers
14 P-620.2 PERMANENT PAVEMENT MARKINGS SF 1,500 4.00$ $ 6,000.00 Remarking of containment box and other existing markings
15 P-620.3 TEMPORARY PAVEMENT MARKINGS SF 400 4.00$ $ 1,600.00 Marking of containment box for use by US Customs during construction
$ 1,926,452.50
$ 192,645.25
$ 2,119,097.75
BASE BID SCHEDULE
CONSTRUCTION SUBTOTAL
10% ESTIMATING DESIGN EVOLUTION
TOTAL
Orlando Executive Airport By: MEAD & HUNT
ORL EAST RAMP REHABILITATION- PHASE 1 Date: 1/24/2025
FAA # Revision#: 90% Submittal
MH #: 466445-212152.01
Item No. Spec. Description Unit of Issue Quantity Unit Price Extended Price Notes
1 C-105.1 MOBILIZATION LS 1 150,000.00$ $ 150,000.00 Approx 10% of construction value
2 C-105.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1 75,000.00$ $ 75,000.00 Approx 5% of construction value
3 C-102.1 SILT FENCE INSTALLATION AND REMOVAL LF 350 3.50$ $ 1,225.00 Includes staked silt fence as well as sediment barrier on south end of ramp
4 C-102.2 INSTALL INLET PROTECTION (INLET SEDIMENT TRAP) EA 4 250.00$ $ 1,000.00 Inlet protection around inlets
5 P-101.1 ASPHALT AND BASE REMOVAL, FULL DEPTH (VARIES, 5.5"-10") SY 10,030 25.00$ $ 250,750.00 Removal of existing asphalt and base course material
6 P-101.2 TIEDOWN HOOK AND FOUNDATION REMOVAL EA 75 15.00$ $ 1,125.00 Removal of existing tie-downs prior to milling/pavement removal
7 P-152.1 UNCLASSIFIED EXCAVATION (VARIES, 3"-6") CY 1,500 20.00$ $ 30,000.00 Excavation required to install new pavement section
8 P-152.2 PREPARE SUBGRADE SY 10,030 8.00$ $ 80,240.00 Preparation and compaction of existing subgrade material- utilizes existing material, no new material
9 P-152.3 UNSUITABLE EXCAVATION CY 500 45.00$ $ 22,500.00
Contingency pay item to cover any areas of unsuitable soils or areas that cannot be compacted after removal of pavement, base, and unclassified excavation- includes removal and replacement of material
10 P-211.1 LIMEROCK BASE COURSE (6" THICK) CY 1,700 95.00$ $ 161,500.00 6" new limerock base course
11 P-401.1 4" ASPHALT PAVEMENT (2-2" LIFTS) TON 2,300 250.00$ $ 575,000.00 New asphalt pavement
12 P-602.1 EMULSIFIED ASPHALT, PRIME COAT GAL 3,200 5.50$ $ 17,600.00 Prime coat on top of new base course layer
13 P-603.1 EMULSIFIED ASPHALT, TACK COAT GAL 850 5.50$ $ 4,675.00 Tack coat between paving layers
14 260502-1
ELECTRICAL DISTRIBUTION INCLUDING NEW CONDUIT, CABLE, FROM
EXISTING LIGHTPOLE LOCATION TO NEW CONNECTION POINT
INCLUDING TRENCHING, JUNCTIONS CANS, CONNECTIONS AND ALL
ASSOCIATED WORK
LS 1 50,000.00$ $ 50,000.00
Providing new power for light pole from recently installed transformer. Included new connection to light pole, conduit and cable from pole outside Terminal Building and all connections
15 260502-2
NEW HIGH MAST LIGHT INSTALLED IN CONCRETE FOUNDATION-
INCLUDES DEMOLTION OF EXISTING POLE, FOUNDATION, AND ALL
ASSOCIATED CONNECTIONS
LS 1 125,000.00$ $ 125,000.00 New high mast light pole and foundation- includes demolition of pole and all associated work
16 P-620.1 INSTALL NEW TIEDOWN HOOK AND FOUNDATION EA 45 1,500.00$ $ 67,500.00 Need to verify price based on installation method chosen
$ 1,613,115.00
$ 161,311.50
$ 1,774,426.50
ADDITIVE ALTERNATE BID SCHEDULE
CONSTRUCTION SUBTOTAL
10% ESTIMATING DESIGN EVOLUTION
TOTAL
File details come from the government source that posted it. Updated .