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.

View the file

Other files

Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

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 ExcavationCY14,600$ - 0
9P-152-4.2Embankment-In-PlaceCY17,900$ - 0
10P-152-4.3Subgrade PreparationSY36,150$ - 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 DepthSY5,400$ - 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)TN3,460$ - 0
19P-602-5.1Asphalt Prime CoatGAL10,700$ - 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

File details come from the government source that posted it. Updated .