ITB_ENG250564_Terminal_Apron_Rehabilitation_-_OCF_Ocala_International_Airport_-_Exhibit_B_-_Price_Proposal.xlsx
XLSX spreadsheet 30 KB Posted
- Solicitation number
- ITB# ENG/250564
- Issued by
- Marion County, Orlando City, Florida
About this file
The file is an Invitation to Bid (ITB# ENG/250564) from the City of Ocala for a Terminal Apron Rehabilitation project at Ocala International Airport (OCF) in Marion County, Florida. The project involves comprehensive airport infrastructure improvements, including removing 27 pavement tie-downs, milling 16,364 square yards of existing apron area, and applying multiple layers of asphalt pavement. Specific deliverables include a 6-inch Hot Mix Asphalt (HMA) Pavement leveling course of 3,685 tons, a 2-inch Fuel Resistance Asphalt Mix Pavement overlay of 1,845 tons, installation of two underground mini hatch pit systems, electrical work with underground conduits, and comprehensive pavement markings. The solicitation was posted on May 1, 2025, with proposals due by June 2, 2025, and a total project duration of 22 calendar days.
The project is grant-funded through the FAA Airport Improvement Program (AIP) and Florida Department of Transportation (FDOT), with a Disadvantaged Business Enterprise (DBE) goal of 15.31%. Bidders must be licensed General or Building Contractors in Florida with a minimum of 5 years' experience in commercial/industrial construction and must submit three completed work projects with professional references. The bid will be awarded on a unit price basis to the lowest responsive bidder, with pricing honored for 120 days after award. Insurance requirements include Commercial General Liability ($1,000,000 per occurrence), Commercial Automotive Liability ($1,000,000 combined limit), Workers' Compensation, and Builder's Risk Insurance covering the full project value. Bidders must provide licensing proof through the Florida Department of Business and Professional Regulations and comply with mandatory badging for supervisory personnel. While no specific budget is stated, the project involves approximately 167,450 square feet of pavement rehabilitation, indicating a significant infrastructure investment.
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Text version
Sheet1
| Exhibit B - PRICE PROPOSAL | CONTRACT# AIR/250564 | ||
| Bidder name | Bidder Location | ||
| ENTER COMPANY NAME HERE | ENTER OFFICE LOCATION HERE |
| PHASE 1-BID SCHEDULE | |||||
| ITEM # | ITEM DESCRIPTION | Unit | Estimated Quantity | Unit Cost | Extended Cost |
| 1530 | SAFETY, SECURITY AND BARRICADES | LS | 1 | $ - 0 | |
| 1720 | PROJECT RECORD DOCUMENTS | LS | 1 | $ - 0 | |
| 2000 | CONSTRUCTION LAYOUT AND TOPOGRAPHIC AS-BUILT SURVEY | LS | 1 | $ - 0 | |
| C-100 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| C-105 | MOBILIZATION | LS | 1 | $ - 0 | |
| P-101 | REMOVE EXIST. CONCRETE HARDSTAND | SY | 93 | $ - 0 | |
| S-140 | CONCRETE TIE-DOWN REMOVAL | EA | 27 | $ - 0 | |
| S-141 | 8" BITUMINOUS PAVEMENT MILLING | SY | 16,610 | $ - 0 | |
| P-403 | 6" HOT MIX ASPHALT (HMA) PAVEMENT, LEVELING COURSE, GYRATORY, PG 76-22 | TON | 5,525 | $ - 0 | |
| P-404 | 2" FUEL RESISTANCE ASPHALT MIX PAVEMENT, GYRATORY, PG 88-22 FR | TON | 1,855 | $ - 0 | |
| P-602 | EMULSIFIED ASPHALT PRIME COAT | GAL | 2,460 | $ - 0 | |
| P-603 | EMULSIFIED ASPHALT TACK COAT | GAL | 3,275 | $ - 0 | |
| P-610 | GROUT FILL TIE-DOWN REMOVAL | CY | 15 | $ - 0 | |
| P-620-1 | NON-REFLECTIVE PAVEMENT MARKINGS (BLACK) | SF | 500 | $ - 0 | |
| P-620-2 | REFLECTIVE PAVEMENT MARKINGS (WHITE) | SF | 270 | $ - 0 | |
| P-620-3 | REFLECTIVE PAVEMENT MARKINGS (YELLOW) | SF | 325 | $ - 0 | |
| P-620-4 | TEMPORARY PAVEMENT MARKINGS | SF | 595 | $ - 0 | |
| L-108 | INSTALL #6 AWG, SOLID BARE, GROUND COUNTERPOISE INSTALLED IN TRENCH | LF | 244 | $ - 0 | |
| L-110 | 2 WAY, 4" SCHEDULE 80 PVC CONDUIT, CONCRETE ENCASED | LF | 244 | $ - 0 | |
| L-115-5 | IN-GROUND UTILITY/POWER MINI HATCH PIT BOX/ ELEC. HANDHOLE 4'X4'X4' FULL ASSEMBLY, (AIRCRAFT RATED, EXPLOSION PROOF COMPONENT) | EA | 2 | $ - 0 | |
| Subtotal Bid Schedule 1 | $ - 0 |
| Phase 2-BID SCHEDULE | |||||
| Item # | ITEM DESCRIPTION | Unit | Qty | Unit Cost | Extended Cost |
| 1530 | SAFETY, SECURITY AND BARRICADES | LS | 1 | $ - 0 | |
| 1720 | PROJECT RECORD DOCUMENTS | EACH | 1 | $ - 0 | |
| 2000 | CONSTRUCTION LAYOUT AND TOPOGRAPHIC AS-BUILT SURVEY | EACH | 1 | $ - 0 | |
| FDOT-101 | MOBILIZATION | LS | 1 | $ - 0 | |
| FDOT-300 | TACK COAT | GAL | 340 | $ - 0 | |
| FDOT-327 | 2" BITUMINOUS PAVEMENT MILLING | SY | 2,260 | $ - 0 | |
| FDOT-334 | 2" SUPERPAVE ASPHALT CONCRETE (SP 12.5) PG 67-22 | TON | 255 | $ - 0 | |
| P-620-1 | NON-REFLECTIVE PAVEMENT MARKINGS | SF | 400 | $ - 0 | |
| P-620-2 | REFLECTIVE PAVEMENT MARKINGS (WHITE) | SF | 400 | $ - 0 | |
| L-108 | INSTALL #6 AWG, SOLID BARE, GROUND COUNTERPOISE INSTALLED IN TRENCH | LF | 220 | $ - 0 | |
| L-110 | 2 WAY, 4" SCHEDULE 80 PVC CONDUIT, IN TURF | LF | 220 | $ - 0 | |
| Subtotal Bid Schedule 2 | $ - 0 |
Total Bid Schedule 1 & 2 Amount $ - 0 image1.png
File details come from the government source that posted it. Updated .