ITB_CIP250467_Southwest_44th46th_Avenue_4-Lane_Extension_-_REV_3.25.2025_Exhibit_B_-_Price_Proposal.xlsx
XLSX spreadsheet 30 KB Posted
- Attached to
- Southwest 44th/46th Avenue 4-Lane Extension
- Solicitation number
- ITB# CIP/250467
- Issued by
- Marion County, Orlando City, Florida
About this file
This document is an Invitation to Bid (ITB) for the City of Ocala, Florida, specifically for the Southwest 44th/46th Avenue 4-Lane Extension project (ITB# CIP/250467). The project involves widening an existing two-lane roadway from SR 40 to SW 20th Street to create a four-lane divided roadway, with construction including four 12-foot travel lanes, a 6-foot traffic separator, grass median, 4-foot bike lanes, concrete sidewalks, curb and gutter, curb ramps, sod, gravity wall, and associated signing and pavement markings. The scope encompasses roadway stabilization, base installation, milling, asphalt paving, drainage work, manhole and inlet modifications, and inlet protection. Key requirements include maintaining traffic at all times, adhering to ADA standards, and completing all construction activities.
Bidding will be conducted on a unit price basis, with the City paying only for actual units provided or constructed. Contractors must bid on all line items and possess specific qualifications, including three years of roadway resurfacing experience, FDOT pre-qualification in grading, flexible paving, hot plant mix, and sidewalk work, and a Maintenance of Traffic (MOT)/Temporary Traffic Control (TTC) Advanced certification. The bid requires a 5% bid bond, with prices to be honored for 60 days after award. The lowest responsive bidder meeting all requirements will be selected, and bidders must submit a completed Exhibit B - Price Proposal. Contractors must also be current on all obligations to the City, with the understanding that payments may be offset by any delinquent amounts owed.
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
Sheet1
| REV 3.25.2025 Exhibit B - PRICE PROPOSAL | CONTRACT# CIP/250467 | ||
| Bidder name | Bidder Location | ||
| ENTER COMPANY NAME HERE | ENTER OFFICE LOCATION HERE | ||
| ITB# CIP/250467 Southwest 44th/46th Avenue 4-Lane Extension |
| SUMMARY OF GENERAL ROADWAY | |||||
| ITEM NUMBER | DESCRIPTION | UNITS | EST. QTY | UNIT COST | EXTENDED COST |
| G-01 | Mobilization | LS | 1 | $ - 0 | |
| G-02 | Maintenance and Guarantee Bond | LS | 1 | $ - 0 | |
| G-03 | Project Construction Signs | EA | 2 | $ - 0 | |
| G-05 | Maintenance of Traffic | LS | 1 | $ - 0 | |
| G-06 | Silt Fence and Sediment Control (back of sidewalk) | LF | 1,975 | $ - 0 | |
| FDOT 104-18 | Silt Fence and Sediment Control (Inlet Protection) | EA | 38 | $ - 0 | |
| G-09-01 | Clearing and Grubbing - Light (at sod median) | SY | 14,218 | $ - 0 | |
| G-09-02 | Clearing and Grubbing - Heavy | SY | 2,447 | $ - 0 | |
| G-11 | Excavation, General (3' wide curb/gutter trench) | CY | 925 | $ - 0 | |
| G-15 | Finish Grading | SY | 14,275 | $ - 0 | |
| G-17 | Remove and Replace Unsuitable Material | CY | 231 | $ - 0 | |
| G-18 | Stablized Subgrade | SY | 14,218 | $ - 0 | |
| G-19 | Limerock - 10" Base (new pvmt) | SY | 14,275 | $ - 0 | |
| G-21 | Removal of Existing Concrete Sidewalks and Driveways | SY | 1,155 | $ - 0 | |
| G-24 | Removal of Existing Asphalt Pavement (Driveways) | SY | 1,325 | $ - 0 | |
| G-27 | Asphalt Milling Pavement at 2" Depth | SY | 28,848 | $ - 0 | |
| G-28 | Compacted Roadway Subbase | SY | 14,275 | $ - 0 | |
| G-32-12.1 | SP-12.5 Asphalt Superpave (2" structural course) 14,275 SY | TN | 1,570 | $ - 0 | |
| G-32-12.2 | FC-9.5 Asphalt Superpave (2" friction course) 14,275 SY + 28,848 SY | TN | 4,513 | $ - 0 | |
| G-52 | Construction Survey | LS | 1 | $ - 0 | |
| G-53 | As Bulit Survey | LS | 1 | $ - 0 | |
| G-56-E | Concrete Curb and Gutter, Type E | LF | 8,316 | $ - 0 | |
| G-56-f | Concrete Curb and Gutter, Type F | LF | 72 | $ - 0 | |
| G-60-C | Concrete Curb Ramp with Detectable Warning Surface (CR-C) | EA | 20 | $ - 0 | |
| G-60-G | Concrete Curb Ramp with Detectable Warning Surface (CR-G) | EA | 18 | $ - 0 | |
| G-67-4 | Concrete (Sidewalk, 4" Thick, Fiber Reinforced) | SY | 19,290 | $ - 0 | |
| G-67-6 | Concrete (Sidewalk and Driveways, 6” Thick) | SY | 4,350 | $ - 0 | |
| G-80 | Sod, Bahia (12" Edge at inside Median Curb) | SY | 1,856 | $ - 0 | |
| G-100 | Concrete Traffic Separator - Type IV, 6' Wide | LF | 355 | $ - 0 | |
| FDOT 400-011 | Gravity Wall (retaining behind sidewalk) | CY | 61 | $ - 0 | |
| FDOT 520-2-4 | Concrete Curb, Type D (retaining behind sidewalk) | LF | 595 | $ - 0 | |
| GENERAL ROADWAY CONSTRUCTION SUB-TOTAL: | $ - 0 |
| SUMMARY OF STORM WATER | ||||
| G-45-02 | Replace MH Cover w Type 5 Curb Inlet (STA 113+62) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 6 Curb Inlet (STA 114+83) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 5 Curb Inlet (STA 118+93) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 5 Curb Inlet (STA 123+52) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 5 Curb Inlet (STA 135+16) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 5 Curb Inlet (STA 139+20) | EA | 1 | $ - 0 |
| G-45-02 | Replace Ditch Inlet w Type 5 Curb Inlet (STA 140+55) | EA | 1 | $ - 0 |
| STORM WATER MITIGATION SUB-TOTAL: | $ - 0 |
| SUMMARY OF TRAFFIC CONTROL | ||||
| G-34-01 | Object Marker, Type 1 (bike lane) | EA | 10 | $ - 0 |
| G-89-11 | Single Post Sign, F&I, Less than 12 ft | AS | 34 | $ - 0 |
| G-90-02 | Single Post Sign, Remove | AS | 7 | $ - 0 |
| G-91 | Raised Retro-Reflective Pavement Marker w Adhesive | EA | 775 | $ - 0 |
| G-93-121 | Temporary Traffic Stripes and Markings, Standard, White, Solid, 6” Stripe | LF | 1,086 | $ - 0 |
| G-93-123 | Temporary Traffic Stripes and Markings, Standard, White, Solid, 12” Stripe | LF | 250 | $ - 0 |
| G-93-125 | Temporary Traffic Stripes and Markings, Standard, White, Solid, 24” Stripe | LF | 35 | $ - 0 |
| G-93-131 | Temporary Solid 6" Skip Stripe 10' x 30' White (Gross) | GLF | 11,349 | $ - 0 |
| G-93-141 | Temporary Traffic Stripes and Markings 6" Double Skip 2' x 4', White (Gross) | GLF | 70 | $ - 0 |
| G-93-221 | Temporary Traffic Stripes and Markings, Standard, Yellow, Solid, 6” Stripe | LF | 11,349 | $ - 0 |
| G-94-1-121 | Thermoplastic Traffic Stripes and Markings, Standard, White, Solid, 6” Stripe | LF | 12,867 | $ - 0 |
| G-94-1-123 | Thermoplastic Traffic Stripes and Markings, Standard, White, Solid, 12” Stripe | LF | 226 | $ - 0 |
| G-94-1-125 | Thermoplastic Traffic Stripes and Markings, Standard, White, Solid, 24” Stripe | LF | 88 | $ - 0 |
| G-94-1-131 | ThermoPlastic Traffic Stripes and Markings 6" Skip Stripe 10' x 30', White (Gross) | GLF | 12,366 | $ - 0 |
| G-94-1-141 | Thermoplastic Traffic Stripes and Markings 6" Double Skip 2' x 4', White (Gross) | GLF | 272 | $ - 0 |
| G-94-1-221 | Thermoplastic Traffic Stripes and Markings, Standard, Yellow, Solid, 6” Stripe | LF | 9,567 | $ - 0 |
| G-94-4-125 | ThermoPlastic Traffic Stripes and Markings, White, Solid, Preformed 24” Stripe | LF | 260 | $ - 0 |
| G-94-1-231 | ThermoPlastic Traffic Stripes and Markings 6" Skip Stripe 6' x 10', Yellow (Gross) | GLF | 634 | $ - 0 |
| G-95-17 | Thermoplastic Pavement Arrow | EA | 7 | $ - 0 |
| G-96-17 | Temporary Pavement Arrow | EA | 6 | $ - 0 |
| G-105 | Remove Stripe/Pavement/Message (Grind) | SF | 500 | $ - 0 |
| SIGNING & PAVEMENT MARKING SUB-TOTAL: | $ - 0 |
| SUMMARY | ||
| GENERAL CONSTRUCTION & ROADWAY | $ - 0 | |
| STORM WATER MITIGATION | $ - 0 | |
| SIGNING & PAVEMENT MARKING | $ - 0 | |
| TOTAL BID AMOUNT: | $ - 0 | |
| * Enter TOTAL BID AMOUNT into Total Bid Amount Section on your electronic bid response. |
image1.png
File details come from the government source that posted it. Updated .