Bid_Summary_rev3.docx.pdf
PDF 227 KB Posted
- Attached to
- RSW Skyplex - Arthrex Shovel Ready Project
- Solicitation number
- 26-0048RG
- Issued by
- Lee County, Fort Lauderdale City, Florida
About this file
This Bid Summary Table is a reference document for the RSW Skyplex - Arthrex Shovel Ready Project in Florida, outlining engineer's estimates of plan quantities and costs for a comprehensive site development project. The project involves construction work to prepare an undeveloped 44.71-acre parcel on the south side of Paul J Doherty Parkway near Skyplex Boulevard for the lessee Arthrex. The scope encompasses general conditions, earthwork, paving, drainage, signage and pavement markings, water utility installation, sewer utility installation, and miscellaneous improvements. Major earthwork items include clearing and grubbing of 108.95 acres, lake excavation of 504,656 cubic yards (bank volume), and embankment work of 401,461 cubic yards (bank volume). Paving work includes friction course and structural asphalt courses totaling 13,447 square yards, concrete sidewalk installation of 1,195 square yards, and curb and gutter work of 4,743 linear feet. Drainage infrastructure consists of storm sewer installation ranging from 15-inch to 48-inch RCP pipe totaling approximately 2,385 linear feet, along with various inlet structures, junction boxes, and weir overflow systems. Utility work includes 1,991 linear feet of 12-inch PVC water main, gate valves, fire hydrant assemblies, and sewer force main installation totaling approximately 1,813 linear feet of various diameter PVC and HDPE pipe with associated manhole and lift station work.
The document specifies all quantities in the bid summary must be loaded into OpenGov for formal bid submission. Landscaping and site restoration work includes 30,000 square yards of seed and mulch and 42,189 square yards of performance sod. The project includes provisions for roadway lighting, easement relocation, and a wastewater lift station with standard LCU equipment. Note 1 indicates lake excavation is estimated at 12-foot depth representing 663,429 cubic yards, while Note 2 clarifies embankment quantities exclude losses from compaction or clearing and grubbing. Note 3 addresses electrical service coordination including FPL conduit installation, and Note 4 encompasses utility relocation work including removal of existing FPL and Lumen fiber optic infrastructure within the lease site boundaries. The document serves as a reference only for bid preparation purposes.
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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=
File details come from the government source that posted it. Updated .