LAL_TW_A_Holding_Bay_Bid_Form_Addendum_1.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 addendum for the City of Lakeland, Florida, for the construction of a holding bay along Taxiway A at Lakeland Linder International Airport. The project encompasses site preparation, earthwork, subgrade stabilization, lime rock base course installation, asphalt pavement placement, drainage infrastructure installation, pavement markings, LED edge lighting, airfield signage, grading and sodding, and underground electrical duct banks and conduit installation. The bid form contains 59 line items with specified quantities, including variable depth milling (750 square yards), unclassified excavation (14,100 cubic yards), embankment-in-place (17,400 cubic yards), asphalt surface course (4,910 tons), asphalt base course (6,060 tons), various reinforced concrete pipes ranging from 30 to 72 inches, drainage structures, elevated taxiway edge lights (79 units), and sodding (15,900 square yards). The non-mandatory pre-bid meeting was scheduled for April 7, 2026, at 3:30 p.m., with a deadline for written questions on April 14, 2026, at 5:00 p.m. Sealed bids were required to be submitted electronically by April 24, 2026, at 3:00 p.m., with public opening and reading on the same date and time.
Bidders were required to submit pricing as a lump sum total and provide either a certified check or bid bond equal to not less than five percent of the bid price, valid for sixty days after bid closing, along with a Public Construction Bond within ten days of award. The project is federally funded through the Airport Improvement Program (AIP) with a disadvantaged business enterprise (DBE) participation goal of 6.82%. All bidders must comply with federal Davis-Bacon prevailing wage requirements, Buy American preferences, and civil rights provisions applicable to federally funded airport projects. The City offers local vendor preference to qualified local businesses meeting specified criteria and providing a valid local business tax receipt. Qualified bidders must provide a minimum of three references for projects of equal size, scope, magnitude, and complexity completed within the past three years, demonstrate adequate safety programs with appropriate experience modification rates, and possess Commercial General Liability insurance with limits of $2,000,000 per occurrence, Business Automobile Liability of $2,000,000, Workers' Compensation at statutory limits, Excess Liability of $10,000,000, Builder's Risk coverage at replacement cost, and Contractors Pollution Liability of $1,000,000. Mobilization costs are limited to 10 percent of total project cost, and liquidated damages provisions apply for failure to meet phased completion deadlines.
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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 | ||
| LAL_TW_A_Holding_Bay_Bid_Form.xlsx | XLSX spreadsheet | |
| 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 14
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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 | 14,100 | $ - 0 | |
| 9 | P-152-4.2 | Embankment-In-Place | CY | 17,400 | $ - 0 | |
| 10 | P-152-4.3 | Subgrade Preparation | SY | 34,250 | $ - 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 | 4,500 | $ - 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 | 3,300 | $ - 0 | |
| 19 | P-602-5.1 | Asphalt Prime Coat | GAL | 10,400 | $ - 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 .