BP-048_ORL_East_Ramp_Rehab_Ph_1_Cost_Estimate_2025-01-24.pdf
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- Solicitation number
- 25-598-IFB
- Issued by
- Orange County, Orlando City, Florida
About this file
This document is a 90% submittal cost estimate for the Orlando Executive Airport's East Ramp Rehabilitation - Phase 1 project, prepared by MEAD & HUNT on 1/24/2025. The project involves a comprehensive rehabilitation of the airport's east ramp, with two distinct bid schedules: a base bid and an additive alternate bid. The base bid includes mobilization, safety and traffic maintenance, silt fence installation, inlet protection, full-depth asphalt and base removal, excavation, subgrade preparation, limerock base course installation, new asphalt pavement, emulsified asphalt coatings, and permanent and temporary pavement markings. The base bid's total construction cost is estimated at $1,926,452.50, with an additional 10% for design evolution, bringing the total to $2,119,097.75.
The additive alternate bid schedule expands the project scope to include electrical distribution work, new conduit and cable installations, a new high mast light installation, and additional tiedown hook and foundation work. This alternate bid increases the construction subtotal to $1,613,115.00, with a 10% design evolution cost, resulting in a total of $1,774,426.50. Key line items include electrical distribution for $50,000, a new high mast light installation for $125,000, and new tiedown hook installations at $67,500. The estimate includes contingency line items for unsuitable excavation and accounts for variations in existing site conditions, demonstrating a comprehensive approach to project budgeting and potential site complexities.
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Text version
Orlando Executive Airport By: MEAD & HUNT
ORL EAST RAMP REHABILITATION- PHASE 1 Date: 1/24/2025
FAA # Revision#: 90% Submittal
MH #: 466445-212152.01
Item No. Spec. Description Unit of Issue Quantity Unit Price Extended Price Notes
1 C-105.1 MOBILIZATION LS 1 155,000.00$ $ 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 .