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 is a Pricing Form for asphalt and concrete services solicited by GRU (Gainesville Regional Utilities) in Florida. The contractor shall provide all labor, materials, equipment, and incidentals necessary to restore asphalt and concrete surfaces damaged or removed during utility work. Services encompass roadways, sidewalks, curb and gutter, driveways, sidewalk ramps, brick pavers, and pavement markers. The scope of work includes SuperPave asphalt installation in various thicknesses (A.1-A.2), asphalt prime and tack coats (B.1-B.2), concrete sidewalks and driveways in multiple thicknesses ranging from 4 to 8 inches (C.1-C.3), concrete sidewalk ramps with detectable warnings (D.1-D.2), FDOT-compliant concrete curbing (E.1-E.3), brick pavers for traffic and non-traffic bearing locations (F.1-F.2), pavement striping and markers (G.1-G.3), demolition services for concrete, asphalt, brick pavers, and milling resurfacing (H.1-H.4), and temporary traffic control measures (I.1-I.8). Estimated annual quantities are provided for items with varying volume brackets, including 30,000 square feet of SuperPave asphalt, 20,000 to 35,000 square feet of prime and tack coats, 4,000 to 4,500 square feet of concrete sidewalks, 12,000 linear feet of painted pavement markings, and significant demolition quantities up to 75,000 square feet of asphalt.
The pricing form requires line-item unit pricing for all bid items, with separate pricing tiers for quantities below and above specified thresholds (100 to 2,500 square feet depending on item category). Contractors must provide unit prices and calculate total estimated annual values based on the provided estimated quantities. The form does not specify contract award dates, term duration, renewal options, set-asides, incumbent contractor status, or funding sources within the pricing documentation itself. The comprehensive nature of the bid items and estimated quantities suggests a substantial annual contract value, though specific total amounts are not disclosed in this pricing form.
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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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