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
This is a Price Proposal (Exhibit B) for ITB# ENG/250564 by the City of Ocala for Terminal Apron Rehabilitation at Ocala International Airport (OCF) in Florida. The project involves comprehensive airport infrastructure improvements, including removing 27 pavement tie-downs, milling 16,610 square yards of existing apron area, and applying 5,525 tons of 6" Hot Mix Asphalt (HMA) Pavement with PG 76-22 and 1,855 tons of 2" Fuel Resistance Asphalt Mix Pavement with PG 88-22 FR. Additional scope includes installing two underground mini hatch pit systems, electrical conduit work, pavement markings, and milling and overlaying 2,260 square yards in front of the terminal building with 255 tons of FDOT Superpave SP 12.5 asphalt concrete.
The project is grant-funded and requires bidders to be licensed General or Building Contractors in Florida with a minimum of 5 years' commercial/industrial construction experience. Bids will be received on a unit price basis, with award going to the lowest bidder, and pricing honored for 120 days after solicitation award. Bidders must submit three completed work projects and three professional references. Licensing verification will be conducted through the Florida Department of Business and Professional Regulations, and supervisory personnel will require badging, with a two-hour processing time at no cost. Payments to the contractor may be offset by any delinquent amounts owed to the City of Ocala.
View the file
Other files
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
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 .