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 Taxiway A Holding Bay at Lakeland Linder International Airport. The project encompasses site preparation, earthwork, drainage infrastructure installation, asphalt pavement placement, LED lighting and airfield signage installation, and electrical conduit work. The bid form contains 59 line items with quantities ranging from 1 lump sum item to 34,250 square yards for subgrade preparation, including major components such as 750 square yards of variable depth milling, 14,100 cubic yards of unclassified excavation, 17,400 cubic yards of embankment, 32,200 square yards of lime rock stabilized subgrade, asphalt courses totaling approximately 14,270 tons, installation of reinforced concrete pipes totaling 1,188 linear feet, eight drainage structures, 15,900 square yards of sodding, and comprehensive airfield lighting and electrical infrastructure. The non-mandatory pre-bid meeting was scheduled for April 7, 2026, at 3:30 p.m.; written questions were due by April 14, 2026, at 5:00 p.m.; and sealed bids were due electronically via the OpenGov e-Procurement Portal by April 24, 2026, at 3:00 p.m.
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. 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. Contractors must maintain 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. A Public Construction Bond must be provided within ten days of award in accordance with Florida Statute Section 255.05. 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 |
|---|---|---|
| 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 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 | 14,100 | $ - 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 .