25-036-ITB_Pricing_Table_-_OpenGov.xlsx
XLSX spreadsheet 23 KB Posted
- Attached to
- Taxiway S Select Panel Reconstruction State and local contract opportunity
- Solicitation number
- 25-036-ITB
- Issued by
- Bell County, Kentucky
About this file
The document is a detailed pricing table for the Kenton County Airport Board's Taxiway S Select Panel Reconstruction project, spanning seven distinct project tables with comprehensive line-item specifications. The project involves pavement reconstruction, electrical work, and infrastructure improvements across multiple sections, with specific quantities for concrete removal, excavation, subbase course installation, geotextile separation, concrete pavement replacement, and electrical system modifications. The solicitation indicates a pre-bid meeting scheduled for June 5, 2025, at the CVG Centre in Erlanger, Kentucky, with bid submissions due by June 26, 2025, at 2:00 pm, and a question submission deadline of June 20, 2025.
The pricing table reveals substantial project complexity, with line items ranging from contractor quality control programs and mobilization to specialized tasks like pavement removal, electrical cable installation, and lighting fixture replacements. Project security allowances vary across tables from $12,000 to $232,000, suggesting different scope and scale for each section. The quantities and line items indicate a comprehensive airport infrastructure renovation project, with significant electrical, concrete, and surface work. Each table includes consistent core items such as mobilization, maintenance of traffic, construction engineering, and project security, suggesting a structured, methodical approach to the airport taxiway reconstruction effort.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Taxiway_S_Select_Panel_Reconstruction_(Addendum_#2_Revision).pdf | ||
| 25-036-ITB_Taxiway_S_Panel_Reconstruction_-_Exhibit_A_-_Proposal_Forms_06.19.25.pdf | ||
| 25-036-ITB_TW_S_Panel_Reconstruction_-_Dwgs_-_Addendum_2_06.19.25.pdf | ||
| Revised_Itemized_Proposal_-_Add_1_06.19.2025.xlsx | XLSX spreadsheet | |
| 25-036-ITB_TW_S_Panel_Reconstr_-_Tech_Specs_-_Addendum_2_06.19.25.pdf | ||
| Revised_Cost_Estimate_-_Add_1_06.19.2025.xlsx | XLSX spreadsheet | |
| 25-036-ITB_Ad.pdf | ||
| Email_from_DBELO_with_goal_and_forms.pdf | ||
| 25-036-ITB_Taxiway_S_Panel_Reconstruction_-_Exhibit_B_-_Contract_&_Bonds.pdf | ||
| 25-036-ITB_Davis_Bacon_Wage_Rates_-_Heavy.pdf | ||
| BF&S_ITB_Itemized_Proposal_-_Taxiway_S_Project.xlsx | XLSX spreadsheet | |
| BF&S_-_ITB_Cost_Estimate_-_Taxiway_S_Project.xlsx | XLSX spreadsheet | |
| 24-21_Taxiway_S_Select_Panel_Reconstruction.pdf |
Show all 13
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Text version
Pricing_Table_Template
| Table Name | Line Item | Description | Unit of Measure | Quantity | Taxable | Unit Cost | Custom1 | Custom2 | Custom3 | Custom4 | Custom5 | Section Header |
| Table 1 | 1 | Contractor Quality Control Program (CQCP) | LS | 1 | ||||||||
| Table 1 | 2 | Mobilization | LS | 1 | ||||||||
| Table 1 | 3 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 1 | 4 | Construction Engineering | LS | 1 | ||||||||
| Table 1 | 5 | Project Security | ALLOWANCE | 1 | 232000 | |||||||
| Table 1 | 6 | Pavement Removal, Concrete, 25 in. | SY | 5682 | ||||||||
| Table 1 | 7 | Partial Depth Concrete Repair | SF | 2 | ||||||||
| Table 1 | 8 | Unclassified Excavation | CY | 2052 | ||||||||
| Table 1 | 9 | Subbase Course | CY | 1894 | ||||||||
| Table 1 | 10 | Separation Geotextile | SY | 5682 | ||||||||
| Table 1 | 11 | Cement Treated Permeable Base Course (CTPB) | SY | 5682 | ||||||||
| Table 1 | 12 | Concrete Pavement, 20 in. | SY | 5682 | ||||||||
| Table 1 | 13 | Reface, Clean, and Seal Joint | LF | 225 | ||||||||
| Table 1 | 14 | Concrete Crack Repair | LF | 15 | ||||||||
| Table 1 | 15 | Surface Preparation | SY | 3375 | ||||||||
| Table 1 | 16 | Marking, Yellow | SF | 1525 | ||||||||
| Table 1 | 17 | Marking, Black | SF | 1850 | ||||||||
| Table 1 | 18 | 6" Pipe Underdrains, Complete (Including Porous Backfill and Filter Fabric) | LF | 1570 | ||||||||
| Table 1 | 19 | No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench, Duct Bank, or Conduit | LF | 900 | ||||||||
| Table 1 | 20 | No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench or Above the Duct Bank or Conduit, Including Connections/Terminations | LF | 800 | ||||||||
| Table 1 | 21 | Concrete Encased Electrical Conduit, 1-Way, 2-Inch, PVC | LF | 800 | ||||||||
| Table 1 | 22 | Remove Existing Lighting Fixture and Base Can | EA | 20 | ||||||||
| Table 1 | 23 | Reinstall Taxiway Centerline Light | EA | 20 | ||||||||
| Table 1 | 24 | Base Can, Type L-868, Class 1B, Size B (36" Tall) | EA | 20 | ||||||||
| Table 2 | 25 | Contractor Quality Control Program (CQCP) | LS | 1 | ||||||||
| Table 2 | 26 | Mobilization | LS | 1 | ||||||||
| Table 2 | 27 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 2 | 28 | Construction Engineering | LS | 1 | ||||||||
| Table 2 | 29 | Project Security | ALLOWANCE | 1 | 125000 | |||||||
| Table 2 | 30 | Pavement Removal, Concrete, 25 in. | SY | 3966 | ||||||||
| Table 2 | 31 | Partial Depth Concrete Repair | SF | 32 | ||||||||
| Table 2 | 32 | Unclassified Excavation | CY | 1432 | ||||||||
| Table 2 | 33 | Subbase Course | CY | 1322 | ||||||||
| Table 2 | 34 | Separation Geotextile | SY | 3966 | ||||||||
| Table 2 | 35 | Cement Treated Permeable Base Course (CTPB) | SY | 3966 | ||||||||
| Table 2 | 36 | Concrete Pavement, 20 in. | SY | 3966 | ||||||||
| Table 2 | 37 | Reface, Clean, and Seal Joint | LF | 1650 | ||||||||
| Table 2 | 38 | Concrete Crack Repair | LF | 750 | ||||||||
| Table 2 | 39 | Surface Preparation | SY | 2800 | ||||||||
| Table 2 | 40 | Marking, Yellow | SF | 1200 | ||||||||
| Table 2 | 41 | Marking, Black | SF | 1600 | ||||||||
| Table 2 | 42 | 6" Pipe Underdrains, Complete (Including Porous Backfill and Filter Fabric) | LF | 950 | ||||||||
| Table 2 | 43 | No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench, Duct Bank, or Conduit | LF | 500 | ||||||||
| Table 2 | 44 | No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench or Above the Duct Bank or Conduit, Including Connections/Terminations | LF | 500 | ||||||||
| Table 2 | 45 | Concrete Encased Electrical Conduit, 1-Way, 2-Inch, PVC | LF | 480 | ||||||||
| Table 2 | 46 | Remove Existing Lighting Fixture and Base Can | EA | 10 | ||||||||
| Table 2 | 47 | Reinstall Taxiway Centerline Light | EA | 10 | ||||||||
| Table 2 | 48 | Base Can, Type L-868, Class 1B, Size B (36" Tall) | EA | 10 | ||||||||
| Table 3 | 49 | Contractor Quality Control Program (CQCP) | LS | 1 | ||||||||
| Table 3 | 50 | Mobilization | LS | 1 | ||||||||
| Table 3 | 51 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 3 | 52 | Construction Engineering | LS | 1 | ||||||||
| Table 3 | 53 | Project Security | ALLOWANCE | 1 | 75000 | |||||||
| Table 3 | 54 | Pavement Removal, Concrete, 25 in. | SY | 116 | ||||||||
| Table 3 | 55 | Partial Depth Concrete Repair | SF | 102 | ||||||||
| Table 3 | 56 | Concrete Crack Repair | LF | 130 | ||||||||
| Table 3 | 57 | Unclassified Excavation | CY | 42 | ||||||||
| Table 3 | 58 | Subbase Course | CY | 39 | ||||||||
| Table 3 | 59 | Separation Geotextile | SY | 116 | ||||||||
| Table 3 | 60 | Cement Treated Permeable Base Course (CTPB) | SY | 116 | ||||||||
| Table 3 | 61 | Concrete Pavement, 20 in. | SY | 116 | ||||||||
| Table 3 | 62 | Reface, Clean, and Seal Joint | LF | 11300 | ||||||||
| Table 4 | 63 | Mobilization | LS | 1 | ||||||||
| Table 4 | 64 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 4 | 65 | Construction Engineering | LS | 1 | ||||||||
| Table 4 | 66 | Project Security | ALLOWANCE | 1 | 17500 | |||||||
| Table 4 | 67 | Partial Depth Concrete Repair | SF | 20 | ||||||||
| Table 4 | 68 | Concrete Crack Repair | LF | 10 | ||||||||
| Table 4 | 69 | Reface, Clean, and Seal Joint | LF | 1900 | ||||||||
| Table 5 | 70 | Mobilization | LS | 1 | ||||||||
| Table 5 | 71 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 5 | 72 | Construction Engineering | LS | 1 | ||||||||
| Table 5 | 73 | Project Security | ALLOWANCE | 1 | 12000 | |||||||
| Table 5 | 74 | Partial Depth Concrete Repair | SF | 20 | ||||||||
| Table 5 | 75 | Concrete Crack Repair | LF | 15 | ||||||||
| Table 5 | 76 | Reface, Clean, and Seal Joint | LF | 90 | ||||||||
| Table 6 | 77 | Mobilization | LS | 1 | ||||||||
| Table 6 | 78 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 6 | 79 | Construction Engineering | LS | 1 | ||||||||
| Table 6 | 80 | Project Security | ALLOWANCE | 1 | 12000 | |||||||
| Table 6 | 81 | Partial Depth Concrete Repair | SF | 4 | ||||||||
| Table 6 | 82 | Concrete Crack Repair | LF | 610 | ||||||||
| Table 6 | 83 | Reface, Clean, and Seal Joint | LF | 680 | ||||||||
| Table 7 | 84 | Mobilization | LS | 1 | ||||||||
| Table 7 | 85 | Maintenance of Traffic | LS | 1 | ||||||||
| Table 7 | 86 | Construction Engineering | LS | 1 | ||||||||
| Table 7 | 87 | Project Security | ALLOWANCE | 1 | 12000 | |||||||
| Table 7 | 88 | Partial Depth Concrete Repair | SF | 2 | ||||||||
| Table 7 | 89 | Concrete Crack Repair | LF | 125 | ||||||||
| Table 7 | 90 | Reface, Clean, and Seal Joint | LF | 800 |
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