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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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 ITEMPAY ITEMITEM DESCRIPTIONTAXIWAY A HOLDING BAY
UNITQUANTITYUNIT PRICEEXTENDED TOTAL
1C-100-14.1Contractor Quality Control Program (CQCP)LS1$ - 0
2C-102-5.1Temporary Air and Water Pollution, Soil Erosion, and Siltation ControlLS1$ - 0
3C-105-6.1MobilizationLS1$ - 0
4P-101-5.1Variable Depth MillingSY750$ - 0
5P-101-5.2Demolition of Existing PipeLF500$ - 0
6P-101-5.3Removal of Drainage Structures (Inlets, Manholes and Mitered End Sections)EA3$ - 0
7P-151-4.1StrippingAC12$ - 0
8P-152-4.1Unclassified ExcavationCY14,100$ - 0
9P-152-4.2Embankment-In-PlaceCY17,400$ - 0
10P-152-4.3Subgrade PreparationSY34,250$ - 0
11P-152-4.4Unsuitable ExcavationCY350$ - 0
12P-154-5.1Lime Rock Stabilized Subgrade, 12-Inch DepthSY32,200$ - 0
13P-211-5.1Lime Rock Base Course (Shoulder), 6-Inch DepthSY10,200$ - 0
14P-211-5.2Lime Rock Base Course (Taxiway), 10-Inch DepthSY19,900$ - 0
15P-211-5.3Lime Rock Base Course (Haul Route), 9-Inch DepthSY4,500$ - 0
16P-401-8.1Asphalt Surface Course (PG 82-22)TN4,910$ - 0
17P-403-8.1Asphalt Base Course (PG 82-22)TN6,060$ - 0
18P-403-8.2Asphalt Shoulder Course (PG 67-22)TN3,300$ - 0
19P-602-5.1Asphalt Prime CoatGAL10,400$ - 0
20P-603-5.1Asphalt Tack CoatGAL7,200$ - 0
21P-620-5.1Permanent Pavement Markings with Reflective Media (White and Yellow)SF5,475$ - 0
22P-620-5.2Permanent Pavement Markings without Reflective Media (White)SF2,150$ - 0
23P-620-5.3Pavement Markings without Reflective Media (Black)SF9,875$ - 0
24P-620-5.4Pavement Marking RemovalSF1,800$ - 0
25D-701-5.130” Reinforced Concrete Pipe, Class VLF112$ - 0
26D-701-5.272” Reinforced Concrete Pipe, Class VLF632$ - 0
27D-701-5.372” Reinforced Concrete Pipe, Class IIILF272$ - 0
28D-701-5.436” Reinforced Concrete Pipe, Class IIILF144$ - 0
29D-751-5.14' x 9' Manhole Structure - Aircraft RatedEA1$ - 0
30D-751-5.24' x 9' Type E DBI Drainage Inlet - Aircraft RatedEA2$ - 0
31D-751-5.34' x 9' Drainage Manhole StructureEA1$ - 0
32D-751-5.44' x 9' Drainage Control StrucutureEA1$ - 0
33D-751-5.512' Diameter Drainage Manhole StructureEA1$ - 0
34D-751-5.6Mitered End Section (3 – 36” Pipes)EA2$ - 0
35T-904-5.1SoddingSY15,900$ - 0
36L-100-5.1Verification of Existing ConditionsLS1$ - 0
37L-104-6.1Temporary Airfield LightingLS1$ - 0
38L-105-5.1Demolish Fixture and Base Can in TurfEA10$ - 0
39L-105-5.2Remove Fixture and Base Can in Turf, Store Fixture for ReinstallationEA7$ - 0
40L-105-5.3Remove Sign and Store for Reinstallation, Remove Existing FoundationEA1$ - 0
41L-105-5.4Remove Sign and FoundationEA1$ - 0
42L-105-5.5Remove Handhole/Junction CanEA5$ - 0
43L-105-5.6Miscellaneous Airfield Electrical DemolitionLS1$ - 0
44L-108-5.1No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Duct Bank or ConduitLF6,500$ - 0
45L-108-5.2No. 6 AWG, Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods and Connections/TerminationsLF5,150$ - 0
46L-108-5.33/4" X 10' Copper Clad Steel Sectional Ground Rods with Exothermic Ground Connectors (Supplemental)EA100$ - 0
47L-110-5.1Non-Encased Electrical Conduit, 1-Way 2-Inch, Schedule 40 PVCLF400$ - 0
48L-110-5.2Concrete Encased Electrical Conduit, 1-Way 2-Inch, Schedule 40 PVCLF3,700$ - 0
49L-110-5.3Concrete Encased Electrical Duct Bank, 1-Way 4-Inch, Schedule 40 PVCLF300$ - 0
50L-110-5.4Concrete Encased Electrical Duct Bank, 2-Way 2-Inch, Schedule 40 PVCLF650$ - 0
51L-115-5.1L-867D Junction CanEA1$ - 0
52L-115-5.2Electrical Junction Can Plaza, 2-CansEA3$ - 0
53L-125-5.1L-861T(L), LED Elevated Taxiway Edge Light, on New L-867B Base Can in Asphalt Shoulder PavementEA79$ - 0
54L-125-5.2Reinstall L-861T(L), LED Elevated Taxiway Edge Light, on Existing Base CanEA3$ - 0
55L-125-5.3L-858(L) LED, 2 Module Sign, Size 2 on New Concrete FoundationEA4$ - 0
56L-125-5.4L-858(L) LED, 3 Module Sign, Size 2 on New Concrete FoundationEA4$ - 0
57L-125-5.5Reinstall L-858(L) LED, 3 Module Sign, Size 2 on New Concrete FoundationEA1$ - 0
58L-125-5.6ALCMS Modifications (Manufacturer)AL1$ - 0
59L-125-5.7ALCMS Modifications (Contractor)LS1$ - 0

BID TOTAL $ - 0

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