Bid_Summary_rev3.docx.pdf
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- Attached to
- RSW Skyplex - Arthrex Shovel Ready Project
- Solicitation number
- 26-0048RG
- Issued by
- Lee County, Fort Lauderdale City, Florida
About this file
This is a Bid Summary Table for a construction project issued by the Lee County Port Authority for site preparation and infrastructure development at Southwest Florida International Airport (RSW) in the Skyplex Development area for lessee Arthrex. The project encompasses comprehensive site preparation and infrastructure work on approximately 44.71 acres of undeveloped land, including clearing and grubbing of 108.95 acres, lake excavation of 504,656 cubic yards, embankment placement of 401,461 cubic yards, and installation of drainage systems with storm sewer pipe ranging from 15 inches to 48 inches totaling 2,385 linear feet. Additional work includes roadway construction with approximately 13,447 square yards of asphalt paving, water utility installation of 1,991 linear feet of 12-inch PVC water main with associated fittings and fire hydrants, wastewater infrastructure including 1,813 linear feet of force main and a lift station, landscape restoration with 30,000 square yards of seed and mulch and 42,189 square yards of performance sod, underground irrigation systems, roadway lighting, and utility conduit installation. A non-mandatory pre-bid meeting was scheduled for March 18, 2026, at 1:00 p.m., with a question deadline of March 25, 2026, at 2:00 p.m. Electronic bid submissions through OpenGov were due April 13, 2026, before 2:00 p.m. local time. Project substantial completion is required by July 30, 2027, final certification by August 17, 2027, and final completion by September 17, 2027.
The bid summary table presents engineer's estimates organized by cost categories including General Conditions, Earthwork, Paving, Drainage, Signage and Pavement Markings, Utility-Water, Utility-Sewer, and Miscellaneous. Bidders must hold a Florida Certified General Contractor license maintained for a minimum of five years and demonstrate prior successful experience on similar projects completed within the past five years. Award will be made to the lowest responsive and responsible bidder, with liquidated damages of $1,500 per calendar day applying for delays beyond the final completion date. The contractor must submit a bid bond equal to five percent of the total bid amount and provide performance and payment bonds of 100 percent of the contract value. The project is subject to Federal Aviation Administration Airport Improvement Program grant conditions, including Buy American preferences, Davis-Bacon prevailing wage requirements, and Disadvantaged Business Enterprise participation requirements. All bid prices must be fixed, firm net pricing inclusive of all labor, materials, equipment, and ancillary costs, with compliance required to FDOT Standard Specifications for Fiscal Year 2025-26 and Lee County Utilities technical specifications. The project is subject to South Florida Water Management District Environmental Resource Permit No. 36-101711-P and requires AOA security clearance compliance with TSA regulation adherence.
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Text version
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BID SUMMARY TABLE
ENGINEER’S ESTIMATE OF PLAN QUANTITIES
Pay Item Quantity Unit Unit Price Total
GENERAL CONDITIONS
Mobilization 1 LS Maintenance of Traffic 1 LS Permanent & Temp. Fence & Gates 1 LS Pre & Post Construction Video 1 LS Material Testing 1 LS Record Survey and Final Drawings 1 LS
SUBTOTAL=
EARTHWORK
Erosion and Sediment Control NPDES and Monitoring 1 LS Clearing and Grubbing 108.95 AC Temporary Haul Route 1 LS Removal of Existing Drainage Structures 1 LS Lake Excavation (Bank Volume) **see note 1 504656 CY Embankment (Bank Volume) **see note 2 401461 CY Silt Fence 49012 LF Inlet Sediment Protection 12 EA Fine Grading – PJD Swales 1 LS Convert Haul Route to Graded Swale 1 LS Swale Maintenance – Debris Removal 1 LS
SUBTOTAL=
PAVING
Friction Course FC-12.5 (Traffic C) (1.5”) 11445 SY Structural Course SP-12.5 (Traffic C) (2”) 11445 SY Structural Course SP-12.5 (Traffic C) (7”) (Overbuild) 2002 SY Milling Asphalt (1.5”) 3506 SY Optional Base Group 9 7896 SY 12” Type B Stabilized Sub-Grade (LBR40) 9303 SY 4’ Concrete Traffic Separator 255 LF 4” Concrete Sidewalk 1195 SY Saw Cut and Remove Paved Shoulder 56 SY Remove Existing Curbing 542 LF Valley Gutter 62 LF Type F Curb and Gutter 4743 LF Pedestrian Detectable Warning 1 EA FDOT Pedestrian Curb Ramps 2 EA
SUBTOTAL=
DRAINAGE
15” RCP storm sewer 145 LF 18” RCP storm sewer 83 LF 24” RCP storm sewer 881 LF 30” RCP storm sewer 28 LF 42” RCP storm sewer 18 LF 48” RCP storm sewer 1230 LF FDOT Type D inlet 1 EA FDOT Type E Inlet 3 EA FDOT Type 9 Inlet Top w/ Type P Bottom 10 EA
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FDOT Type P-5 Storm Structure 1 EA Junction Box w/ Ring and Cover 7 EA Junction Box w/ Type C Riser 1 EA FDOT Type E Bubble-up Structure 1 EA Modified FDOT Type H Inlet Control Structure 1 EA Modified Type J Inlet Control Structure 1 EA Concrete Wier Overflow 2 EA Modify Existing Drainage Structure 1 EA Core Existing Structure (48”) 1 EA 18” Opening Mitered End Section 5 EA Rip-Rap w/ Geotextile Liner 300 SY
SUBTOTAL=
SIGNAGE & PAVEMENT MARKINGS
Temporary Painted Pavement Marking 1 LS 6” White Thermoplastic 5584 LF 6” Yellow Thermoplastic 896 LF 24” White Thermoplastic 42 LF 6” White Thermoplastic (10-30 Skip) 1140 LF 6” Yellow Thermoplastic (10-30 Skip) 1881 LF 6” Yellow Thermoplastic (10-10 Skip) 250 LF 6” Yellow Thermoplastic (2-4 Skip) 225 LF Pavement Message Thermoplastic 9 EA Median Island Nose Painting 79 LF R1-1 Stop Sign 2 EA R4-7 Median Keep Right Sign 2 EA W14-2P No Outlet Sign 1 EA
SUBTOTAL=
UTILITY-WATER
12” PVC DR-18 C-900 Water Main 1991 LF 12” DIP Class 250 Water Main 25 LF 10” DIP Class 250 Water Main 257 LF 12” Gate Valve 6 EA 10” Gate Valve 12 EA 6” Gate Valve 1 EA Air Release Blowoff Assembly 4 EA Fire Hydrant Assembly 7 EA 12” Tee w/ 10” Reducer Fitting 6 EA 12” Tee w/ 6” Reducer Fitting 1 EA 12” Tapping Sleeve & Valve 1 EA Connect Proposed Water Main to Existing Main 2 EA Remove Existing Water Main 1 LS
SUBTOTAL=
UTILITY-SEWER
4” PVC DR-14 Force Main 49 LF 6” PVC DR-18 C-900 Force Main 1547 LF 6” PVC DR-14 Force Main 72 LF 8” HDPE DR-11 Directional Drill 125 LF 6” Tapping Sleeve & Valve 1 EA 4” Plug Valve 1 EA
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Note 1: Lake excavation estimated at 12’ depth is 663429 CY.
Note 2: Does not include losses due to compaction or clearing and grubbing.
Note 3 – Includes FPL conduit and coordination for electrical service Note 4 – Includes installing conduit and handholes to be furnished by public utility; coordination with utility to install replacement lines; and removal of existing FPL line and structures within lease site and Lumen fiber optic cable and copper line within lease site as identified for removal upon acceptance by each utility to complete.
6” Plug Valve 3 EA Air Release Valve Assembly 1 EA 4’ Dia. Manhole 6’-8’ Depth 3 EA 4’ Dia. Manhole 8’-10’ Depth 2 EA 4’ Dia. Manhole 10’-12’ Depth 1 EA 4’ Dia. Manhole 12’-14’ Depth 1 EA 6’ Dia. Master Manhole 12’-14’ Depth 1 EA 8” SDR-26 @ 6’-8’ Depth 470 LF 8” SDR-26 @ 8’-10’ Depth 690 LF 8” SDR-26 @ 10’-12’ Depth 827 LF 8” SDR-26 @ 12’-14’ Depth 169 LF 8” Cleanout 6 EA Connect Proposed Force Main to Existing Force Main 1 EA Wastewater Lift Station – LCU Standard **see note 3 1 LS
SUBTOTAL=
MISCELLANEOUS
Seed and Mulch 30000 SY Performance Sod 42189 SY Landscaping & Irrigation 1 LS Roadway Lighting 1 LS Easement Relocation **see note 4 1 LS
SUBTOTAL=
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