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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Technical_Specifications.docx DOCX document
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Contract_Sample_Document.pdf PDF
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2026-005_Pricing_Form.xlsx XLSX spreadsheet
2026-005_Pricing_Form.xlsx XLSX spreadsheet
2026-005_Pricing_Form.xlsx XLSX spreadsheet
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Pricing_Form_FInal_10.6.25.xlsx XLSX spreadsheet
Attachment_3_-Tech_Specs_10.6.25.docx DOCX document
Attachment_3_-Tech_Specs_10.6.25.docx DOCX document
Attachment_4_GRU_Construction_Inspection_Form_10.6.25.docx DOCX document
Pricing_Form_FInal_10.6.25.xlsx XLSX spreadsheet
Attachment_3_-Tech_Specs_10.6.25.docx DOCX document
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Attachment_4_GRU_Construction_Inspection_Form_10.6.25.docx DOCX document
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Text version

Sheet1

Bid ItemDescriptionUnit PriceUnitUnit PriceTotal Estimated Annual Value Qty ≤ 2,500 SFTotal Estimated Annual Value Qty> 2,500 SF
ASuperPave AsphaltEstimated Annual Qty'sQty ≤ 100 SFQty ≤ 2,500 SFQty > 2,500 SF
A.1SP 12.5, Up to 2" Thickness30,000SF
A.2SP 12.5, Additional 1" incremental increase in thickness above 2" thick50,000SF
BAsphalt Prime or Tack CoatsQty ≤ 2,500 SFQty > 2,500 SF
B.1Prime Coat20,000SF
B.2Tack Coat35,000SF
CConcrete SidewalkQty ≤ 200 SFQty > 200 SF
C.1Concrete Sidewalk, Driveways and Turnouts, 4-inch Thickness4,000SF
C.2Concrete Sidewalk, Driveways and Turnouts, 6-inch Thickness4,500SF
C.3Concrete Sidewalk, Driveways and Turnouts, 8-inch Thickness300SF
DConcrete Sidewalk Ramps with Detectable WarningsPer Unit$/ UnitN/A
D.1Sidewalk Ramp with Detectable Warning MatsN/A
D.1aRamp width less than or equal to 6-feet2EAN/A
D.1bRamp width greater than 6-feet2EAN/A
D.2Sidewalk Ramp with Detectable Warning Brick PaversN/A
D.2aRamp width less than or equal to 6-feet2EAN/A
D.2bRamp width greater than 6-feet2EAN/A
FConcrete CurbingQty ≤ 100 LFQty > 100 LF
E.1FDOT Type D Curb20LF
E.2FDOT Type F Curb and Gutter100LF
E.3FDOT Valley Gutter150LF
GBrick PaversQty ≤ 200 SFQty > 200 SF
F.1Brick Pavers - Traffic Bearing Locations2SF
F.2Brick Pavers - Non-Traffic Bearing Locations10SF
HPavement Striping and MarkersQty ≤ 100 LFQty > 100 LF
G.1Painted Pavement Markings12,000LF
G.2Thermoplastic Pavement Markings1,000LF
G.3Retroreflective Pavement Markers (RPMs)5EA
IDemolitionPer Unit$/ UnitN/A
H.1Concrete Demolition13,000SFN/A
H.2Asphalt Demolition75,000SFN/A
H.3Brick Paver Demolition1,000SFN/A
H.4Milling Resurfacing25,000SF
JTemporary Traffic ControlPer Unit$/ UnitN/A
I.1Two-Lane, Two-Way, Work Within the Travel Way per FDOT Index No. 102-603, Sheet 1 of 320DAYN/A
I.2Two-Lane, Two-Way, Intersection Work per FDOT Index No. 102-60410DAYN/A
I.3Multilane Roadway, Lane Closures per FDOT Index No. 102- 613, Sheets 1 of 5, 2 of 5, 3 of 515DAYN/A
I.4Multilane Roadway, Intersection Work per FDOT Index No. 102-615, Sheets 1 of 5, 2 of 5, 3 of 55DAYN/A
I.5Sidewalk Closure per FDOT Index 102-660, Sheet 1 of 2100DAYN/A
I.6Bicycle Facility Closures per FDOT Index 102-661, Sheet 1 of 210DAYN/A
I.7Flaggers (2 Flagger min - 4 hours min)1501/2 DayN/A
I.8Signed and Sealed MOT Plan (Required for all Detours and Lane Closures)20EAN/A
Total Estimated Value of Scope of Work

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