2026-005_Pricing_Form.xlsx
XLSX spreadsheet 15 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 attachment for Asphalt and Concrete Services solicitation RFP #2026-005 issued by Gainesville Regional Utilities (GRU) in Florida. The contractor will be responsible for furnishing all labor, materials, equipment, and incidentals required to restore asphalt and concrete surfaces damaged or removed as part of utility work. The scope of work encompasses roadways, sidewalks, curb and gutter, driveways, sidewalk ramps, brick pavers, and roadway pavement markers. Estimated annual quantities include 30,000 square feet of SuperPave asphalt (SP 12.5 up to 2" thickness), 50,000 square feet of additional asphalt for incremental thickness increases, 20,000 square feet of prime coat, 35,000 square feet of tack coat, concrete sidewalk and driveway work totaling approximately 8,800 square feet across multiple thickness specifications, two sidewalk ramps with detectable warning systems, concrete curbing of 270 linear feet, brick paver installation of 12 square feet, pavement striping of 13,000 linear feet and 1,000 linear feet of thermoplastic markings with 5 retroreflective pavement markers, demolition work comprising 13,000 square feet of concrete, 75,000 square feet of asphalt, 1,000 square feet of brick pavers, and 25,000 square feet of milling resurfacing, and temporary traffic control services estimated at 60 days of two-lane work, 10 days of intersection work, 15 days of multilane lane closures, 5 days of multilane intersection work, 100 days of sidewalk closures, 10 days of bicycle facility closures, 150 half-day flagger assignments, and 20 sealed and signed management of traffic plans.
Respondents must submit line-item pricing for all bid form items to be considered responsive and qualified; vendors are required to bid the entire scope of work as presented. The pricing schedule requires unit pricing for various service categories, with differentiated pricing tiers for quantities below and above specified thresholds (such as 100 square feet for brick pavers, 200 square feet for concrete sidewalks, and 2,500 square feet for asphalt work). The document does not specify set-asides, incumbent information, funding sources, or performance bonds within this pricing form itself. All respondents must provide a total estimated value of the scope of work based on their submitted unit prices and the estimated annual quantities provided. The contract term extends five years with potential annual price adjustments, and the mandatory pre-proposal meeting was scheduled for July 29, 2025, with proposal submissions due by August 11, 2025, at 2:00 pm and a contract start date of October 1, 2025.
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Text version
Sheet1
| ATTACHMENT A |
| PRICING SCHEDULE |
| Vendor Name: _____________________________________________________________________________ |
| Bid Item | Description | QTY | 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 |
NOTE: Respondents must bid the entire bid form items in order to be considered a responsive and qualified bid.
File details come from the government source that posted it. Updated .