ITB_AIR261130_OCF_Concrete_Pads__THanger_Taxilane_Rehabilitation__Exhibit_B__Price_Proposal.xlsx
XLSX spreadsheet 32 KB Posted
- Solicitation number
- ITB# AIR/261130
- Issued by
- Marion County, Orlando City, Florida
About this file
This is a Price Proposal Exhibit (Exhibit B) for ITB# AIR/261130 submitted to Ocala International Airport in Ocala, Florida, for the OCF Concrete Pads & T-Hanger Taxilane Rehabilitation project. The bidding process includes a mandatory pre-bid meeting scheduled for October 8, 2026, at 10:00 AM EST at Ocala International Airport, 1770 SW 60th Avenue, Suite 600, Ocala, Florida 34474. The project scope encompasses concrete pad and taxilane rehabilitation work at the airport, with specific requirements detailed in the associated exhibits. A bid bond equal to 5% of the bid amount is required from all respondents.
The price proposal document serves as the formal pricing submission mechanism for this competitive sealed bid process. Bidders must complete this exhibit to present their cost proposals for the concrete pads and T-hanger taxilane rehabilitation work. The document structure allows contractors to itemize costs and present their financial offers in accordance with the invitation to bid requirements. All pricing information, project specifications, and delivery schedules should be clearly documented in this exhibit to ensure compliance with the bid evaluation criteria established by Ocala International Airport.
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Text version
Sheet1
| Exhibit B - PRICE PROPOSAL | CONTRACT# AIR/261130 | ||
| Bidder name | Bidder Location | ||
| ENTER COMPANY NAME HERE | ENTER OFFICE LOCATION HERE |
| SCHEDULE A - BASE BID | |||||
| ITEM # | ITEM DESCRIPTION | Unit | Estimated Quantity | Unit Cost | Extended Cost |
| 1720 | PROJECT RECORD DOCUMENTS | LS | 1 | $0.00 | $ - 0 |
| C-100 | CONTRACTOR QUALITY CONTROL PLAN | LS | 1 | $0.00 | $ - 0 |
| C-105 | MOBILIZATION | LS | 1 | $0.00 | $ - 0 |
| M-150-1 | FIELD SURVEY AND STAKEOUT | LS | 1 | $0.00 | $ - 0 |
| M-200-1 | MAINTENANCE AND PROTECTION OF TRAFFIC | LS | 1 | $0.00 | $ - 0 |
| P-101 | MILL EXISTING ASPHALT PAVEMENT AT 2" DEPTH | SY | 11,300 | $0.00 | $ - 0 |
| P-602-5.1 | EMULSIFIED ASPHALT PRIME COAT | GAL | 380 | $0.00 | $ - 0 |
| P-605-5.1 | JOINT SEALER FILLER | GAL | 50 | $0.00 | $ - 0 |
| FDOT 334 | ASPHALT PAVEMENT SUPERPAVE - 12.5 | TON | 1,310 | $0.00 | $ - 0 |
| P-620-5.1 | TEMPORARY MARKINGS | SF | 600 | $0.00 | $ - 0 |
| P-620-5.2 | PERMANENT MARKING | SF | 600 | $0.00 | $ - 0 |
| SCHEDULE A - ALTERNATE 1 | |||||
| P-620-5.2 | PERMANENT MARKING | SF | 4,400 | $0.00 | $ - 0 |
| P-620-5.3 | SURFACE PREPERATION | SF | 3,705 | $0.00 | $ - 0 |
| SCHEDULE B | |||||
| 1720 | PROJECT RECORD DOCUMENTS | LS | 1 | $0.00 | $ - 0 |
| C-100 | CONTRACTOR QUALITY CONTROL PLAN | LS | 1 | $0.00 | $ - 0 |
| C-102-5.1 | INSTALLATION AND REMOVAL OF SILT FENCE | LF | 100 | $0.00 | $ - 0 |
| C-102-5.2 | INSTALLATION AND REMOVAL OF INLET PROTECTION | EA | 5 | $0.00 | $ - 0 |
| C-105 | MOBILIZATION | LS | 1 | $0.00 | $ - 0 |
| M-150-1 | FIELD SURVEY AND STAKEOUT | LS | 1 | $0.00 | $ - 0 |
| M-200-1 | MAINTENANCE AND PROTECTION OF TRAFFIC | LS | 1 | $0.00 | $ - 0 |
| M-400-1 | INSTALL 1" WATER PIPE | LF | 170 | $0.00 | $ - 0 |
| M-400-2 | WATER VALVE BOX | EA | 1 | $0.00 | $ - 0 |
| M-400-3 | BACKFLOW PREVENTER | EA | 1 | $0.00 | $ - 0 |
| M-500-1 | 6" BOLLARD | EA | 14 | $0.00 | $ - 0 |
| M-900-1 | 250 GALLON OIL-WATER SEPARATOR | LS | 1 | $0.00 | $ - 0 |
| M-900-2 | 750 GALLON OIL-WATER SEPARATOR | LS | 1 | $0.00 | $ - 0 |
| P-152-4.1 | UNCLASSIFIED EXCAVATION | CY | 300 | $0.00 | $ - 0 |
| P-152-4.2 | EMBANKMENT (OFF-SITE) | CY | 100 | $0.00 | $ - 0 |
| P-211-5.1 | LIME ROCK BASE COURSE | CY | 310 | $0.00 | $ - 0 |
| FDOT 334 | SUPERPAVE ASPHALTIC CONCRETE | TON | 110 | $0.00 | $ - 0 |
| P-501-8.1 | CONCRETE PAVEMENT | CY | 170 | $0.00 | $ - 0 |
| P-603-5.1 | EMULSIFIED ASPHALT TACK COAT | GAL | 30 | $0.00 | $ - 0 |
| P-605-5.1 | JOINT SEALER FILLER | GAL | 10 | $0.00 | $ - 0 |
| P-610-5.1 | CONCRETE WHEELSTOP | EA | 4 | $0.00 | $ - 0 |
| P-610-5.2 | 4" CONCRETE CURB | LF | 140 | $0.00 | $ - 0 |
| P-620-5.1 | TEMPORARY MARKINGS | SF | 220 | $0.00 | $ - 0 |
| P-620-5.2 | PERMANENT MARKING | SF | 640 | $0.00 | $ - 0 |
| FDOT 710 | PAINTED PAVEMENT MARKINGS (FINAL SURFACE) | LS | 1 | $0.00 | $ - 0 |
| D-701-5.1 | 6" PVC PIPE | LF | 30 | $0.00 | $ - 0 |
| D-701-5.2 | 8" PVC PIPE | LF | 45 | $0.00 | $ - 0 |
| D-751-5.1 | MANHOLE | EA | 3 | $0.00 | $ - 0 |
| D-751-5.2 | CATCH BASIN (TIED INTO EXISTING 18"PVC PIPE) | EA | 1 | $0.00 | $ - 0 |
| D-751-5.3 | CATCH BASIN (LOWER RIM ELEVATION) | EA | 1 | $0.00 | $ - 0 |
| D-751-5.4 | 6" TRENCH DRAIN | LF | 275 | $0.00 | $ - 0 |
| T-901-5.1 | SEEDING | SY | 0 | $0.00 | $ - 0 |
| T-904-5.1 | SODDING | SY | 2,800 | $0.00 | $ - 0 |
| T-905-5.1 | TOPSOIL (OBTAINED ON-SITE) | CY | 310 | $0.00 | $ - 0 |
| L-108-5.1 | NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH, ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS | LF | 320 | $0.00 | $ - 0 |
| L-110-5.1 | CONCRETE ENCASED DUCT BANK | LF | 60 | $0.00 | $ - 0 |
| L-110-5.2 | UNENCASED DUCT BANK | LF | 580 | $0.00 | $ - 0 |
| L-115-5.1 | ELECTRIC HANDHOLE | EA | 3 | $0.00 | $ - 0 |
| Subtotal Bid Schedule A - Base Bid | $ - 0 |
| Subtotal Bid Schedule A - Alternate 1 | $ - 0 |
| Subtotal Bid Schedule B | $ - 0 |
| Total Schedule A and B | $ - 0 |
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