Pricing_Form_FInal_10.6.25.xlsx
XLSX spreadsheet 14 KB Posted
- Attached to
- City Sidewalk Project
- Solicitation number
- 2026-005
- Issued by
- Alachua County, Graceville City, Florida
About this file
This pricing form is a bid item schedule for asphalt and concrete services requested by the City of Gainesville, Florida, for the Pedestrianization Safe Street Project-Package B, with bids due by February 26, 2026, at 10:15 am via the City's electronic procurement portal. The scope of work encompasses a comprehensive range of surface restoration services including SuperPave asphalt installation (up to 80,000 SF across various thickness specifications), asphalt prime and tack coats (55,000 SF total), concrete sidewalks and driveways in multiple thicknesses (4-inch, 6-inch, and 8-inch depths totaling approximately 8,800 SF), concrete sidewalk ramps with detectable warnings (four total units in varying widths), FDOT-standard curbing and gutters (270 linear feet), brick pavers for both traffic-bearing and non-traffic-bearing locations (12 SF), pavement striping and markers (13,005 linear feet and retroreflective markers), demolition services (114,000 SF of concrete, asphalt, and brick pavers plus 25,000 SF of milling resurfacing), and temporary traffic control services including lane closures, intersection work, sidewalk closures, and flagging operations across a 20-day to 100-day range.
The pricing form requires line-item unit pricing for all bid items with tiered pricing structures for quantities exceeding 2,500 square feet for asphalt and concrete work and 100-200 square feet thresholds for other items, allowing the contracting entity to evaluate costs across various project scales. The form does not specify set-aside designations, incumbent contractor information, or total estimated contract value, though the comprehensive nature of the work and multiple service categories suggest a significant project scope. Contractors must submit pricing in accordance with prevailing wage laws and meet bonding, insurance, and administrative compliance requirements established by the City of Gainesville for public works projects exceeding the established cost threshold.
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Text version
Sheet1
| Bid Item | Description | Unit Price | Unit | Unit Price | Total Estimated Annual Value Qty ≤ 2,500 SF | Total Estimated Annual Value Qty> 2,500 SF | ||
| A | SuperPave Asphalt | Estimated Annual Qty's | Qty ≤ 100 SF | Qty ≤ 2,500 SF | Qty > 2,500 SF | |||
| A.1 | SP 12.5, Up to 2" Thickness | 30,000 | SF | |||||
| A.2 | SP 12.5, Additional 1" incremental increase in thickness above 2" thick | 50,000 | SF | |||||
| B | Asphalt Prime or Tack Coats | Qty ≤ 2,500 SF | Qty > 2,500 SF | |||||
| B.1 | Prime Coat | 20,000 | SF | |||||
| B.2 | Tack Coat | 35,000 | SF | |||||
| C | Concrete Sidewalk | Qty ≤ 200 SF | Qty > 200 SF | |||||
| C.1 | Concrete Sidewalk, Driveways and Turnouts, 4-inch Thickness | 4,000 | SF | |||||
| C.2 | Concrete Sidewalk, Driveways and Turnouts, 6-inch Thickness | 4,500 | SF | |||||
| C.3 | Concrete Sidewalk, Driveways and Turnouts, 8-inch Thickness | 300 | SF | |||||
| D | Concrete Sidewalk Ramps with Detectable Warnings | Per Unit | $/ Unit | N/A | ||||
| D.1 | Sidewalk Ramp with Detectable Warning Mats | N/A | ||||||
| D.1a | Ramp width less than or equal to 6-feet | 2 | EA | N/A | ||||
| D.1b | Ramp width greater than 6-feet | 2 | EA | N/A | ||||
| D.2 | Sidewalk Ramp with Detectable Warning Brick Pavers | N/A | ||||||
| D.2a | Ramp width less than or equal to 6-feet | 2 | EA | N/A | ||||
| D.2b | Ramp width greater than 6-feet | 2 | EA | N/A | ||||
| F | Concrete Curbing | Qty ≤ 100 LF | Qty > 100 LF | |||||
| E.1 | FDOT Type D Curb | 20 | LF | |||||
| E.2 | FDOT Type F Curb and Gutter | 100 | LF | |||||
| E.3 | FDOT Valley Gutter | 150 | LF | |||||
| G | Brick Pavers | Qty ≤ 200 SF | Qty > 200 SF | |||||
| F.1 | Brick Pavers - Traffic Bearing Locations | 2 | SF | |||||
| F.2 | Brick Pavers - Non-Traffic Bearing Locations | 10 | SF | |||||
| H | Pavement Striping and Markers | Qty ≤ 100 LF | Qty > 100 LF | |||||
| G.1 | Painted Pavement Markings | 12,000 | LF | |||||
| G.2 | Thermoplastic Pavement Markings | 1,000 | LF | |||||
| G.3 | Retroreflective Pavement Markers (RPMs) | 5 | EA | |||||
| I | Demolition | Per Unit | $/ Unit | N/A | ||||
| H.1 | Concrete Demolition | 13,000 | SF | N/A | ||||
| H.2 | Asphalt Demolition | 75,000 | SF | N/A | ||||
| H.3 | Brick Paver Demolition | 1,000 | SF | N/A | ||||
| H.4 | Milling Resurfacing | 25,000 | SF | |||||
| J | Temporary Traffic Control | Per Unit | $/ Unit | N/A | ||||
| I.1 | Two-Lane, Two-Way, Work Within the Travel Way per FDOT Index No. 102-603, Sheet 1 of 3 | 20 | DAY | N/A | ||||
| I.2 | Two-Lane, Two-Way, Intersection Work per FDOT Index No. 102-604 | 10 | DAY | N/A | ||||
| I.3 | Multilane Roadway, Lane Closures per FDOT Index No. 102- 613, Sheets 1 of 5, 2 of 5, 3 of 5 | 15 | DAY | N/A | ||||
| I.4 | Multilane Roadway, Intersection Work per FDOT Index No. 102-615, Sheets 1 of 5, 2 of 5, 3 of 5 | 5 | DAY | N/A | ||||
| I.5 | Sidewalk Closure per FDOT Index 102-660, Sheet 1 of 2 | 100 | DAY | N/A | ||||
| I.6 | Bicycle Facility Closures per FDOT Index 102-661, Sheet 1 of 2 | 10 | DAY | N/A | ||||
| I.7 | Flaggers (2 Flagger min - 4 hours min) | 150 | 1/2 Day | N/A | ||||
| I.8 | Signed and Sealed MOT Plan (Required for all Detours and Lane Closures) | 20 | EA | N/A | ||||
| Total Estimated Value of Scope of Work |
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