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 restoration services for GRU (a Florida utility company). The scope of work encompasses a comprehensive range of surface restoration services including SuperPave asphalt, concrete sidewalks, curbs, brick pavers, pavement striping, demolition, and temporary traffic control. Specific bid items and estimated annual quantities are detailed across nine major categories: SuperPave asphalt with varying thicknesses (30,000 SF and 50,000 SF estimated annually), asphalt prime and tack coats (20,000 SF and 35,000 SF), concrete sidewalks and driveways at multiple thicknesses ranging from 4 to 8 inches (4,000 to 4,500 SF), concrete sidewalk ramps with detectable warnings (4 line items at 2 EA each), concrete curbing including FDOT Type D and F curbs and valley gutters (totaling 270 LF), brick pavers in traffic and non-traffic bearing locations (12 SF and 10 SF), pavement striping and markers (12,000 LF painted markings, 1,000 LF thermoplastic markings, and 5 retroreflective pavement markers), demolition services for concrete, asphalt, and brick pavers (ranging from 1,000 to 75,000 SF), and temporary traffic control including lane closures, sidewalk closures, and flagger services (spanning 5 to 150 days or units).
The pricing form requires line-item unit pricing for each bid item with separate pricing tiers for quantities under and over specified thresholds (100 SF, 200 SF, or 2,500 SF depending on the item category). The form includes columns for unit price, total estimated annual value, and estimated annual quantities to enable calculation of total contract value. The document appears to be the final pricing submittal form (dated 10.6.25) requiring contractors to populate all unit prices to establish the cost basis for this restoration services contract with GRU in Florida.
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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 |
File details come from the government source that posted it. Updated .