LAL_TW_A_Holding_Bay_Bid_Form.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- Taxiway A Holding Bay
- Solicitation number
- 2026-ITB-028
- Issued by
- Polk County, Florida
About this file
This is a bid form for the City of Lakeland, Florida, for the construction of a holding bay along Taxiway A at Lakeland Linder International Airport. The project involves creating a designated paved area where aircraft can temporarily position for pre-departure safety checks without obstructing taxiway traffic. The improvements are designed to enhance operational efficiency and airfield safety while maintaining continuous aircraft flow on Runway 10/28. The holding bay will consist of two bays accommodating up to two simultaneous aircraft operations with a taxilane-to-taxilane centerline separation of 190 feet, designed in accordance with FAA Advisory Circular 150/5300-13B. The bid form includes 59 line items encompassing mobilization, quality control, pollution control, grading and excavation, lime rock stabilization, asphalt paving courses, pavement markings, drainage structures including reinforced concrete pipes and manhole installations, airfield lighting, electrical conduit and cable installation, and sodding. Quantities range substantially across items, from one lump sum allowance to 36,150 square yards of subgrade preparation and 17,900 cubic yards of embankment-in-place work.
The bid form is structured as an Excel spreadsheet with prospective bidders instructed to modify only yellow-highlighted cells, with totals automatically calculated. All 59 line items currently display zero dollar amounts for unit prices and extended totals, indicating this is a blank form awaiting bidder submissions. The form does not specify pricing terms, bid due dates, response deadlines, site visit requirements, pre-bid conference information, award dates, or contract term details within this document itself. Bidders are responsible for completing unit prices across diverse construction categories including earthwork, asphalt materials measured in tons, electrical components measured in linear feet and individual units, and specialized airfield infrastructure components.
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Other files
| File | Type | Posted |
|---|---|---|
| LAL_TW_A_Holding_Bay_Bid_Form_Addendum_1.xlsx | XLSX spreadsheet | |
| Taxiway_A_Holding_Bay_(Addendum_#1_Revision).pdf | ||
| Taxiway_A_Holding_Bay.pdf | ||
| LAL_Taxiway_A_Holding_Bay_Plans_IFB_R1.pdf | ||
| LAL_Taxiway_A_Holding_Bay_Project_Manual_IFB.pdf | ||
| Contractor_Safety_Evaluation_Form.pdf | ||
| PSM_-_Contractor_Annual_Audit_Form.pdf | ||
| Indemnification_2026_Contractor.doc | DOC document | |
| Indemnification_2026_Contractor_-_FDOT.docx | DOCX document | |
| Indemnification_2026_Consultant_-_FDOT.docx | DOCX document | |
| Indemnification_2026_Vendor.doc | DOC document | |
| Human_Trafficking_Affidavit.docx | DOCX document | |
| Indemnification_2026_Consultant.doc | DOC document |
Show all 13
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Text version
BID FORM
| BIDDER: | ||||||
| PROJECT: | Taxiway A Holding Bay | |||||
| LOCATION: | Lakeland Linder International Airport | |||||
| CITY BID NO.: | ||||||
| NOTES: | Prospective bidders shall only modify cells highlighted yellow, totals are automatically calculated. | |||||
| ABBREVIATIONS: | LS - Lump Sum; SY - Square Yards; CY - Cubic Yards; LF - Linear Feet: SF - Square Feet; AC - Acre; TN - Ton; GAL - Gallon; EA - Each; AL - Allowance | |||||
| BID ITEM | PAY ITEM | ITEM DESCRIPTION | TAXIWAY A HOLDING BAY | |||
| UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | |||
| 1 | C-100-14.1 | Contractor Quality Control Program (CQCP) | LS | 1 | $ - 0 | |
| 2 | C-102-5.1 | Temporary Air and Water Pollution, Soil Erosion, and Siltation Control | LS | 1 | $ - 0 | |
| 3 | C-105-6.1 | Mobilization | LS | 1 | $ - 0 | |
| 4 | P-101-5.1 | Variable Depth Milling | SY | 750 | $ - 0 | |
| 5 | P-101-5.2 | Demolition of Existing Pipe | LF | 500 | $ - 0 | |
| 6 | P-101-5.3 | Removal of Drainage Structures (Inlets, Manholes and Mitered End Sections) | EA | 3 | $ - 0 | |
| 7 | P-151-4.1 | Stripping | AC | 12 | $ - 0 | |
| 8 | P-152-4.1 | Unclassified Excavation | CY | 14,600 | $ - 0 | |
| 9 | P-152-4.2 | Embankment-In-Place | CY | 17,900 | $ - 0 | |
| 10 | P-152-4.3 | Subgrade Preparation | SY | 36,150 | $ - 0 | |
| 11 | P-152-4.4 | Unsuitable Excavation | CY | 350 | $ - 0 | |
| 12 | P-154-5.1 | Lime Rock Stabilized Subgrade, 12-Inch Depth | SY | 32,200 | $ - 0 | |
| 13 | P-211-5.1 | Lime Rock Base Course (Shoulder), 6-Inch Depth | SY | 10,200 | $ - 0 | |
| 14 | P-211-5.2 | Lime Rock Base Course (Taxiway), 10-Inch Depth | SY | 19,900 | $ - 0 | |
| 15 | P-211-5.3 | Lime Rock Base Course (Haul Route), 9-Inch Depth | SY | 5,400 | $ - 0 | |
| 16 | P-401-8.1 | Asphalt Surface Course (PG 82-22) | TN | 4,910 | $ - 0 | |
| 17 | P-403-8.1 | Asphalt Base Course (PG 82-22) | TN | 6,060 | $ - 0 | |
| 18 | P-403-8.2 | Asphalt Shoulder Course (PG 67-22) | TN | 3,460 | $ - 0 | |
| 19 | P-602-5.1 | Asphalt Prime Coat | GAL | 10,700 | $ - 0 | |
| 20 | P-603-5.1 | Asphalt Tack Coat | GAL | 7,200 | $ - 0 | |
| 21 | P-620-5.1 | Permanent Pavement Markings with Reflective Media (White and Yellow) | SF | 5,475 | $ - 0 | |
| 22 | P-620-5.2 | Permanent Pavement Markings without Reflective Media (White) | SF | 2,150 | $ - 0 | |
| 23 | P-620-5.3 | Pavement Markings without Reflective Media (Black) | SF | 9,875 | $ - 0 | |
| 24 | P-620-5.4 | Pavement Marking Removal | SF | 1,800 | $ - 0 | |
| 25 | D-701-5.1 | 30” Reinforced Concrete Pipe, Class V | LF | 112 | $ - 0 | |
| 26 | D-701-5.2 | 72” Reinforced Concrete Pipe, Class V | LF | 632 | $ - 0 | |
| 27 | D-701-5.3 | 72” Reinforced Concrete Pipe, Class III | LF | 272 | $ - 0 | |
| 28 | D-701-5.4 | 36” Reinforced Concrete Pipe, Class III | LF | 144 | $ - 0 | |
| 29 | D-751-5.1 | 4' x 9' Manhole Structure - Aircraft Rated | EA | 1 | $ - 0 | |
| 30 | D-751-5.2 | 4' x 9' Type E DBI Drainage Inlet - Aircraft Rated | EA | 2 | $ - 0 | |
| 31 | D-751-5.3 | 4' x 9' Drainage Manhole Structure | EA | 1 | $ - 0 | |
| 32 | D-751-5.4 | 4' x 9' Drainage Control Strucuture | EA | 1 | $ - 0 | |
| 33 | D-751-5.5 | 12' Diameter Drainage Manhole Structure | EA | 1 | $ - 0 | |
| 34 | D-751-5.6 | Mitered End Section (3 – 36” Pipes) | EA | 2 | $ - 0 | |
| 35 | T-904-5.1 | Sodding | SY | 15,900 | $ - 0 | |
| 36 | L-100-5.1 | Verification of Existing Conditions | LS | 1 | $ - 0 | |
| 37 | L-104-6.1 | Temporary Airfield Lighting | LS | 1 | $ - 0 | |
| 38 | L-105-5.1 | Demolish Fixture and Base Can in Turf | EA | 10 | $ - 0 | |
| 39 | L-105-5.2 | Remove Fixture and Base Can in Turf, Store Fixture for Reinstallation | EA | 7 | $ - 0 | |
| 40 | L-105-5.3 | Remove Sign and Store for Reinstallation, Remove Existing Foundation | EA | 1 | $ - 0 | |
| 41 | L-105-5.4 | Remove Sign and Foundation | EA | 1 | $ - 0 | |
| 42 | L-105-5.5 | Remove Handhole/Junction Can | EA | 5 | $ - 0 | |
| 43 | L-105-5.6 | Miscellaneous Airfield Electrical Demolition | LS | 1 | $ - 0 | |
| 44 | L-108-5.1 | No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Duct Bank or Conduit | LF | 6,500 | $ - 0 | |
| 45 | L-108-5.2 | No. 6 AWG, Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods and Connections/Terminations | LF | 5,150 | $ - 0 | |
| 46 | L-108-5.3 | 3/4" X 10' Copper Clad Steel Sectional Ground Rods with Exothermic Ground Connectors (Supplemental) | EA | 100 | $ - 0 | |
| 47 | L-110-5.1 | Non-Encased Electrical Conduit, 1-Way 2-Inch, Schedule 40 PVC | LF | 400 | $ - 0 | |
| 48 | L-110-5.2 | Concrete Encased Electrical Conduit, 1-Way 2-Inch, Schedule 40 PVC | LF | 3,700 | $ - 0 | |
| 49 | L-110-5.3 | Concrete Encased Electrical Duct Bank, 1-Way 4-Inch, Schedule 40 PVC | LF | 300 | $ - 0 | |
| 50 | L-110-5.4 | Concrete Encased Electrical Duct Bank, 2-Way 2-Inch, Schedule 40 PVC | LF | 650 | $ - 0 | |
| 51 | L-115-5.1 | L-867D Junction Can | EA | 1 | $ - 0 | |
| 52 | L-115-5.2 | Electrical Junction Can Plaza, 2-Cans | EA | 3 | $ - 0 | |
| 53 | L-125-5.1 | L-861T(L), LED Elevated Taxiway Edge Light, on New L-867B Base Can in Asphalt Shoulder Pavement | EA | 79 | $ - 0 | |
| 54 | L-125-5.2 | Reinstall L-861T(L), LED Elevated Taxiway Edge Light, on Existing Base Can | EA | 3 | $ - 0 | |
| 55 | L-125-5.3 | L-858(L) LED, 2 Module Sign, Size 2 on New Concrete Foundation | EA | 4 | $ - 0 | |
| 56 | L-125-5.4 | L-858(L) LED, 3 Module Sign, Size 2 on New Concrete Foundation | EA | 4 | $ - 0 | |
| 57 | L-125-5.5 | Reinstall L-858(L) LED, 3 Module Sign, Size 2 on New Concrete Foundation | EA | 1 | $ - 0 | |
| 58 | L-125-5.6 | ALCMS Modifications (Manufacturer) | AL | 1 | $ - 0 | |
| 59 | L-125-5.7 | ALCMS Modifications (Contractor) | LS | 1 | $ - 0 |
BID TOTAL $ - 0
File details come from the government source that posted it. Updated .