05-LN 26-13 Bid Price Form (BF 4.1-4.5).xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- LNA Southside Redevelopment Program Phase 3
- Solicitation number
- IFB 120 LN 26-13 8
- Issued by
- Palm Beach County, Florida
About this file
Bid Price Form Summary
This is a Bid Price Form (Attachment No. 1) for LN 26-13, a unit price contract for the Federal Front End LNA Southside Redevelopment Program Phase 3 at Palm Beach County Park Airport, dated October 30, 2026, under Addendum No. 5. The project encompasses extensive infrastructure development and site improvements, including demolition and removal of existing structures, utilities, and site elements; installation of water, sanitary sewer, and stormwater systems; electrical and communication infrastructure; landscaping and site restoration; and parking and access improvements. The bid form contains 129 line items with quantities ranging from single units to thousands of units across various categories including demolition (concrete, pavement, buildings, utilities), site preparation, drainage systems, concrete work, landscaping, electrical work, conduit installation, and utility coordination. Bidders are required to provide unit prices for each item, calculate total amounts, and submit their complete bid amount. The document specifies that all work must be completed in accordance with the contract documents, plan sheets, and specifications for the project.
The bid price form provides no explicit pricing information, as all unit prices and total amounts are listed as "$–0," indicating this is a blank template awaiting contractor submission. No specific contract award date, contract term, renewal options, set-asides, or funding sources are detailed in this form. The document serves as the standardized pricing submission tool for interested bidders to establish their costs for all identified work items under this unit price contract.
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Text version
Base Bid
| BID PRICE FORM | |||||||
| ATTACHMENT NO. 1 TO THE BID FORM | |||||||
| Bid Number: LN 26-13 | Date: | 10/30/26 | |||||
| BASE CONTRACT BID | |||||||
| Bid Item | Specification No. | Description | Unit | Quantity | Unit Price | ||
| (Dollars-Cents) | Total Amount |
(Dollars-Cents)
| 1 | C-100 | Contractor Quality Control Program (CQCP) | LS | 1 | $ - 0 |
| 2 | C-105 | Mobilization (10%) | LS | 1 | $ - 0 |
| 3 | 102-1 | Maintenance of Traffic | LS | 1 | $ - 0 |
| 4 | 1720 | Project Record Documents | LS | 1 | $ - 0 |
| 5 | 104-1 | Temporary Stormwater Pollution Prevention , Erosion and Siltation Control | LS | 1 | $ - 0 |
| 6 | 110-1 | Clearing and Grubbing | AC | 3.70 | $ - 0 |
| 7 | 110-2 | Miscellaneous Site Removals (Signage). | EA | 10 | $ - 0 |
| 8 | 110-3 | Large Tree Removal | EA | 114 | $ - 0 |
| 9 | 110-4 | Existing Monuments and Structures to Protect in Place | EA | 3 | $ - 0 |
| 10 | 110-5 | Removal of Benches | EA | 3 | $ - 0 |
| 11 | 110-6 | Demo Concrete Sidewalk | SF | 2280 | $ - 0 |
| 12 | 110-7 | Demo - Security Fence | LF | 525 | $ - 0 |
| 13 | 110-8 | Demo-Building (1001 & 950) | SF | 3400 | $ - 0 |
| 14 | 110-9 | Demo - Pavement (Existing Asphalt and Base) | SY | 4600 | $ - 0 |
| 15 | 110-10 | Demo - Regular Excavation | CY | 2000 | $ - 0 |
| 16 | 110-11 | Demo - Endwall | EA | 2 | $ - 0 |
| 17 | 110-12 | Demo - Curb and Gutter | LF | 130 | $ - 0 |
| 18 | 110-13 | Demo - Type D Curb | LF | 600 | $ - 0 |
| 19 | 110-14 | Demo - Exist. 8" DIP Watermain | LF | 520 | $ - 0 |
| 20 | 110-15 | Demo - Exist. Fire Hydrants | EA | 2 | $ - 0 |
| 21 | 110-16 | Demo - Exist. 8" Sanitary Sewer | LF | 700 | $ - 0 |
| 22 | 110-17 | Demo - Exist. Sanitary Sewer Manhole | EA | 3 | $ - 0 |
| 23 | 110-18 | Demo - Existing Lift Station | EA | 1 | $ - 0 |
| 24 | 110-19 | Demo - Existing Remove Exist.Water Service and Meter Boxes | EA | 2 | $ - 0 |
| 25 | 110-20 | Demo - Existing 6" force Main | LF | 330 | $ - 0 |
| 26 | 110-21 | Demo - Grout Fill and Abandon Exist. 6" Force Main | LF | 125 | $ - 0 |
| 27 | 110-22 | Demo - Exist. Sanitary Sewer Lateral & Cleanouts | EA | 2 | $ - 0 |
| 28 | 110-23 | Demo - Exist. Beacon Tower Foundation | EA | 1 | $ - 0 |
| 29 | 110-24 | Demo - Existing 48" RCP Pipe | LF | 160 | $ - 0 |
| 30 | 120-1 | Regular Excvation (Dry Detention Pond Area) | CY | 1400 | $ - 0 |
| 31 | 160-1 | Stabilization, 12" Type B LBR 40 | SY | 6130 | $ - 0 |
| 32 | 285-7 | Optional Base, Base Group 4 (Limerock) | SY | 6340 | $ - 0 |
| 33 | 334-1 | Superpave Asphalt concrete, TL-C, 2" Thickness | TN | 700 | $ - 0 |
| 34 | 425-1 | FDOT Type D Inlet Index No. 425-052 | EA | 3 | $ - 0 |
| 35 | 425-2 | FDOT Type G Inlet (J-bottom) Index No. 425-053 | EA | 2 | $ - 0 |
| 36 | 425-3 | FDOT Type 7 Manhole (J-bottom) Index No. 425-001 | EA | 3 | $ - 0 |
| 37 | 430-1 | 18" RCP (Class-IV) | LF | 172 | $ - 0 |
| 38 | 430-2 | 24" RCP (Class-IV) | LF | 120 | $ - 0 |
| 39 | 430-4 | 48" RCP (Class-IV) | LF | 22 | $ - 0 |
| 40 | 430-5 | 60" RCP (Class-IV) | LF | 334 | $ - 0 |
| 41 | 430-6 | FDOT Straight Concrete Endwall Single 60" Pipe Index. 430 | EA | 1 | $ - 0 |
| 42 | 443-1 | FDOT Exfiltration Trench (24" Perforated Pipe) Index No. 443-001 | LF | 97 | $ - 0 |
| 43 | 520-1 | Concrete Curb, Type D (0520 2 4) | LF | 2300 | $ - 0 |
| 44 | 520-2 | Concrete Curb and Gutter, Type F (0520 1 10) | LF | 125 | $ - 0 |
| 45 | 520-3 | Concrete Wheel Stops | EA | 75 | $ - 0 |
| 46 | 520-4 | Concrete Filled Bollards | EA | 8 | $ - 0 |
| 47 | 522-1 | Concrete Sidewalks and Driveways, 6” Thick | SY | 275 | $ - 0 |
| 48 | 527-1 | Detectable Warnings | SF | 20 | $ - 0 |
| 49 | F-162-5.1 | 7-Ft Galvanized Chain Link Fence with Barbed Wire | LF | 360 | $ - 0 |
| 50 | 570-1 | Performance Turf, Sod | SY | 2500 | $ - 0 |
| 51 | 570-2 | Performance Turf, Seeding- Bahia Argentine (Graded Drainage Areas) | SY | 7500 | $ - 0 |
| 52 | 580-1 | Landscaping (Large Plants) | EA | 21 | $ - 0 |
| 53 | 580-2 | Landscaping (Small Plants, Shrubs) | EA | 303 | $ - 0 |
| 54 | 580-3 | Landscaping (Palms 12') | EA | 14 | $ - 0 |
| 55 | 590-1 | Irrigation system - Conplete | LS | 1 | $ - 0 |
| 56 | 700-1 | Single Column Ground Sign Assembly, F&I Ground Mount, Less than 12 sf | EA | 14 | $ - 0 |
| 57 | 710-1 | Painted Pavement Markings (Final Surface) | LS | 1 | $ - 0 |
| 58 | 1000-1 | Unclassified Excavation of Pond | CY | 800 | $ - 0 |
| 59 | 1000-3 | Placement and Compaction and Grading of Backfill Pond and Form Swale | CY | 1775 | $ - 0 |
| 60 | 2000-1 | 6-inch C-900 Water Complete with all Fittings (Bends), Joint Restraints and Appurtenances | LF | 134 | $ - 0 |
| 61 | 2000-2 | 10-inch C-900 Water Main Restrained Joint Pipe Complete with all Fittings (bends), joint restraints and Appurtenances | LF | 830 | $ - 0 |
| 62 | 2000-4 | 6-inch Gave Valve | EA | 4 | $ - 0 |
| 63 | 2000-5 | 10-inch Plug | EA | 1 | $ - 0 |
| 64 | 2000-6 | 10-inch Gate Valve | EA | 5 | $ - 0 |
| 65 | 2000-7 | 10-inch x 6-inch Tee - PVC Fittings | EA | 2 | $ - 0 |
| 66 | 2000-8 | 10-inch x 10-inch Tee - PVC Fittings | EA | 4 | $ - 0 |
| 67 | 2000-9 | 10-inch 90 degree Bend - PVC Fittings | EA | 2 | $ - 0 |
| 68 | 2000-10 | Valve Box | EA | 9 | $ - 0 |
| 69 | 2000-11 | Fire Hydrant Assembly, Complete | EA | 3 | $ - 0 |
| 70 | 2000-12 | Hose Bib | EA | 3 | $ - 0 |
| 71 | 2000-13 | 2-inch Water Service and Meter Assembly, Complete | EA | 3 | $ - 0 |
| 72 | 2100-1 | 8-inch PVC Gravity Sanitary Sewer (10-12 ft) | LF | 640 | $ - 0 |
| 73 | 2100-2 | 6-inch PVC Gravity Laterals, SDR-26 | LF | 70 | $ - 0 |
| 74 | 2100-3 | 4-inch Force Main | LF | 390 | $ - 0 |
| 75 | 2100-4 | Manhole Frame and Cover | EA | 7 | $ - 0 |
| 76 | 2100-5 | Sanitary Sewer Manhole | EA | 8 | $ - 0 |
| 77 | 2100-6 | Clean Outs | EA | 2 | $ - 0 |
| 78 | 2100-7 | Sample Points | EA | 3 | $ - 0 |
| 79 | 2100-8 | Provide and Construct New Lift Station, Complete | LS | 1 | $ - 0 |
| 80 | 13700-1 | Electrical Vehicle Gate Accessories with Card Reader (Reuse Existing Equipment), Complete | LS | 1 | $ - 0 |
| 81 | 13700-2 | Extend New Site Fibre to Phase 4 Manhole, Complete | LS | 1 | $ - 0 |
| 82 | 13700-4 | Electrical Pedestrian Gate Accessories with Card Reader, Complete | EA | 1 | $ - 0 |
| 83 | 13700-5 | Modifications to Existing Pedestrian Gate, Complete | LS | 1 | $ - 0 |
| 84 | 260000-5.1 | #10, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 1700 | $ - 0 |
| 85 | 260000-5.2 | #6, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 7500 | $ - 0 |
| 86 | 260000-5.3 | #2, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 500 | $ - 0 |
| 87 | 260000-5.4 | #1, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 1050 | $ - 0 |
| 88 | 260000-5.5 | #3/0, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 2050 | $ - 0 |
| 89 | 260000-5.6 | #350KCM, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 2600 | $ - 0 |
| 90 | 260000-5.7 | #500KCM, XHHW, 600V, installed in new and existing conduit, complete in place. | LF | 3100 | $ - 0 |
| 91 | 260000-5.8 | One 3/4” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 75 | $ - 0 |
| 92 | 260000-5.9 | One 2” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 2350 | $ - 0 |
| 93 | 260000-5.10 | One 2” schedule 40 PVC concrete encased conduit, sawcut, installed in existing pavement, complete in place. | LF | 25 | $ - 0 |
| 94 | 260000-5.11 | One 2” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. | LF | 1150 | $ - 0 |
| 95 | 260000-5.12 | One 2” with innerduct schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 250 | $ - 0 |
| 96 | 260000-5.13 | One 3” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 55 | $ - 0 |
| 97 | 260000-5.14 | One 3” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. | LF | 300 | $ - 0 |
| 98 | 260000-5.15 | One 3.5” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 85 | $ - 0 |
| 99 | 260000-5.16 | Two 3” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 25 | $ - 0 |
| 100 | 260000-5.17 | Two 3” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. | LF | 300 | $ - 0 |
| 101 | 260000-5.18 | Two 4” schedule 40 PVC conduit direct buried in earth, complete in place. | LF | 185 | $ - 0 |
| 102 | 260000-5.19 | Two 2” and two 4” schedule 40 PVC conduits direct buried in earth, complete in place. | LF | 265 | $ - 0 |
| 103 | 260000-5.20 | Two 2” and two 4” schedule 40 PVC concrete encased conduits, sawcut, installed in existing pavement, complete in place. | LF | 50 | $ - 0 |
| 104 | 260000-5.21 | Two 2”, two 4” with innerduct and four 4” schedule 40 PVC conduits direct buried in earth, complete in place. | LF | 475 | $ - 0 |
| 105 | 260000-5.22 | Three 2” schedule 40 PVC conduits furnished by FP&L and installed by Contractor in earth, complete in place | LF | 65 | $ - 0 |
| 106 | 260000-5.23 | Three 2” HDPE/Schedule 40 PVC conduits furnished by FP&L and installed (directional bored) 48" deep under existing pavement/earth by Contractor, complete in place. | LF | 250 | $ - 0 |
| 107 | 260000-5.24 | Modification of existing hangar/terminal/building electrical service, complete in place. | EA | 4 | $ - 0 |
| 108 | 260000-5.25 | Modification to existing Security Building electrical distribution system, complete in place. | EA | 1 | $ - 0 |
| 109 | 260000-5.26 | Security gate power and control pedestal, complete in place. | EA | 1 | $ - 0 |
| 110 | 260000-5.27 | New electrical pull box with cover installed in earth. | EA | 6 | $ - 0 |
| 111 | 260000-5.28 | Communication concrete manhole, 48" x 48" x 48" internal dimensions with cover installed in earth. | EA | 1 | $ - 0 |
| 112 | 260000-5.29 | Sign light fixture installed in earth complete in place. | EA | 2 | $ - 0 |
| 113 | 260000-5.30 | Parking lot single light fixture, pole and pull box installed in earth/pavement complete in place. | EA | 9 | $ - 0 |
| 114 | 260000-5.31 | Parking lot double light fixtures, pole and pull box installed in earth/pavement complete in place. | EA | 3 | $ - 0 |
| 115 | 260000-5.32 | New DOA electrical service, complete in place. | EA | 1 | $ - 0 |
| 116 | 260000-5.33 | Modify Hangar 807 electrical distribution system, complete in place. | EA | 1 | $ - 0 |
| 117 | 260000-5.34 | New lift station power and control system, complete in place. | EA | 1 | $ - 0 |
| 118 | 260000-5.35 | Removal of existing light pole, base and pull box, complete. | EA | 8 | $ - 0 |
| 119 | 260000-5.36 | Removal of existing DOA concrete manhole and cover, complete. | EA | 2 | $ - 0 |
| 120 | 260000-5.37 | Removal of existing lift station power and control pedestal, complete. | EA | 1 | $ - 0 |
| 121 | 260000-5.38 | Removal of existing gate electrical system, complete. | EA | 1 | $ - 0 |
| 122 | 260000-5.39 | Removal of existing Building 1001 and 950 electrical services, complete. | EA | 2 | $ - 0 |
| 123 | 260000-5.40 | Removal of existing AT&T concrete manhole and cover, complete. | EA | 1 | $ - 0 |
| 124 | 260000-5.41 | Removal of existing Hangar 807 electrical service, complete. | EA | 1 | $ - 0 |
| 125 | 260000-5.42 | Removal of existing DOA electrical service, complete. | EA | 2 | $ - 0 |
| 126 | 260000-5.43 | Removal of existing pull box, complete. | EA | 1 | $ - 0 |
| 127 | UTIL-1 | FPL Coodination | LS | 1 | $ - 0 |
| 128 | UTIL-2 | ATT Coodination | LS | 1 | $ - 0 |
| 129 | UTIL-3 | COMCAST Coordinaton | LS | 1 | $ - 0 |
TOTAL BID AMOUNT, BASE BID= $ - 0
Name of Bidder/Contractor Signature of Officer
Provide, in the appropriate spaces of the Bid Price Form, the unit price(s) and lump sum prices(s), based on the description indicated for that item, the Total Amount of each item in numerical figures and the Total Amount Bid for the entire work.
| The Bid includes the work as described in the plan sheets and specifications for the Project project, and shall include all costs to complete the project in accordance with the contract documents. |
| This is a (UNIT PRICE) Contract |
&"Times New Roman,Regular"Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport &"Times New Roman,Regular"BF-4.&Pr2 of 4.&N &"Times New Roman,Regular"Bid Price Form-rev 010422 October 30, 2026 Addendum No. 5
File details come from the government source that posted it. Updated .