37-14-7. REQUIRED REVISED 08-21-25 PRICE SCHEDULE IFB 092-25-RM-ADDENDUM 5.xlsx
XLSX spreadsheet 32 KB Posted
- Attached to
- Pump Station 43 Improvements
- Solicitation number
- IFB-092-25-RM
- Issued by
- Leon County, Florida
About this file
This document is a Bid Form (Price Schedule) for the Pump Station 43 Improvements project in Florida, issued by a local government entity. The project involves comprehensive infrastructure upgrades, including removal and installation of approximately 675 linear feet of 18-inch ductile iron pipe (DIP) force main, installation of a surge tank, a kingpin manhole, and bypass pumping components. Key project elements include tree removal, fence installation, concrete removal, sewer utility modifications, and surface restoration activities such as asphalt patching and milling. A mandatory pre-bid meeting is scheduled for July 23, 2025, at 2:00 PM EST via Microsoft Teams, with specific connection details provided. The bid will be awarded to the contractor submitting the lowest total bid, with numerous line items covering mobilization, traffic maintenance, erosion control, concrete removal, fencing, sewer utilities, and tank installations.
The bid form provides a detailed breakdown of item quantities and placeholders for unit pricing across multiple categories, including general contract items, road surface restoration, miscellaneous surface restoration, sanitary sewer utilities, and surge tank installations. The total project scope encompasses approximately 405 linear feet of perimeter fencing, 6 tree removals, 72 square yards of asphalt restoration, 2,050 square yards of sod, and various sewer main removal and installation tasks. While specific pricing is not filled in, the document indicates that incidental items not explicitly listed will be considered part of the most appropriate bid item. The project appears to be fully funded and ready for contractor bidding, with comprehensive specifications for infrastructure replacement and restoration.
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Text version
PS-43-Bid Form
| 14-7b. - Schedule of Bid Items REVISED 08-21-25 REQUIRED | |||||
| Pump Station 43 Improvements | |||||
| 8/21/25 | |||||
| Contractor Name: __________________________________________________ | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| General Contract Items | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| 101-1 | Mobilization | 1 | LS | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | 1 | LS | $ - 0 | $ - 0 |
| 104-WS | Temporary Erosion, Sedimentation, and Water Pollution Control | 1 | LS | $ - 0 | $ - 0 |
| 104-15 | Soil Tracking Prevention Device | 1 | EA | $ - 0 | $ - 0 |
| 110-1-1 | Clearing & Grubbing | 1 | LS | $ - 0 | $ - 0 |
| 110-4 | Removal of Existing Concrete Pavement | 45 | SY | $ - 0 | $ - 0 |
| 110-4-1 | Removal of Existing Concrete Air Release Vault | 1 | LS | $ - 0 | $ - 0 |
| 110-4-2 | Removal of Existing Concrete Thrust Restraints | 1 | LS | $ - 0 | $ - 0 |
| 110-15 | Tree Protection & Arboricultural Mitigation | 1 | LS | $ - 0 | $ - 0 |
| 110-23 | Tree Removal | 6 | EA | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | 7 | SY | $ - 0 | $ - 0 |
| 550-10-70 | Fence Gate (3') | 1 | EA | $ - 0 | $ - 0 |
| 550-10-80 | Fence Gate (16' Cantilever) | 1 | EA | $ - 0 | $ - 0 |
| SBP-10 | Sewer Bypass Pumping (Each Day)1 | 1 | EA | $ - 0 | $ - 0 |
| PWS-1 | Relocate/Adjust Existing Water Service | 1 | EA | $ - 0 | $ - 0 |
| 550-10-620 | Perimeter Fence (Vinyl - 5.1'-6.0') | 405 | LF | $ - 0 | $ - 0 |
| Subtotal - General | $ - 0 | ||||
| Road Surface Restoration Items | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| 334-1 | Structural Asphalt (SP 9.5) (1.5") | 72 | SY | $ - 0 | $ - 0 |
| 327-70-4 | Milling (1.5") | 72 | SY | $ - 0 | $ - 0 |
| Subtotal - Roadway | $ - 0 | ||||
| Miscellaneous Surface Restoration Items | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| 522-1 | Reinforced Concrete Ditch Pavement2 | 23 | SY | $ - 0 | $ - 0 |
| 570-1 | Solid Sod | 2050 | SY | $ - 0 | $ - 0 |
| Subtotal - Miscellaneous | $ - 0 | ||||
| Sanitary Sewer Utilities | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| MHL-SPEC-0721 | Sanitary Manhole (Sluice Gate Structure) | 1 | EA | $ - 0 | $ - 0 |
| GSM-02-18-20-DIP | Gravity Sewer Main, 18", 18.1-20.0 Ft. Depth, DIP | 16 | LF | $ - 0 | $ - 0 |
| YP-16-SS | 16" Stainless Steel Suction Assembly | 1 | EA | $ - 0 | $ - 0 |
| 522-10 | Concrete Slab (6" - Bypass)3 | 8 | SY | $ - 0 | $ - 0 |
| SFM-01-18-DIP | Sewer Force Main, 18”, DIP (In Pavement/Road) | 47 | LF | $ - 0 | $ - 0 |
| SFM-02-18-DIP | Sewer Force Main, 18”, DIP (Outside Pavement/Road) | 632 | LF | $ - 0 | $ - 0 |
| SPV-18 | Plug Valve w/ Valve Box, 18” | 2 | EA | $ - 0 | $ - 0 |
| YP-18-DIP | Bypass Connection Assembly | 1 | EA | $ - 0 | $ - 0 |
| APS-01 | Place Out of Service Sanitary Sewer Main Grout-Fill | 33 | CY | $ - 0 | $ - 0 |
| APS-05-8 | Remove Sanitary Sewer Main (8") | 11 | LF | $ - 0 | $ - 0 |
| APS-05-16 | Remove Sanitary Sewer Main (16") | 591 | LF | $ - 0 | $ - 0 |
| APS-05-18 | Remove Sanitary Sewer Main (18") | 520 | LF | $ - 0 | $ - 0 |
| Subtotal - Sewer | $ - 0 | ||||
| Surge Tank and Chemical Feed Tank | |||||
| Item No. | Description of Item | QTY | Unit | Unit Prices | Extended Prices |
| 522-11 | Concrete Foundation (Surge Tank and Chem Tank Pads)4 | 42 | SY | $ - 0 | $ - 0 |
| Tank-01 | Surge Tank Installation | 1 | LS | $ - 0 | $ - 0 |
| YP-12-DIP | 12" DIP Pipe Connection | 1 | LS | $ - 0 | $ - 0 |
| YP-3-DIP | 4" DIP Pipe Connection | 1 | LS | $ - 0 | $ - 0 |
| Subtotal - Tanks | $ - 0 | ||||
| TOTAL | |||||
| TOTAL | $ - 0 | ||||
| Notes | |||||
| 1) | Contractor shall provide anticipated number of days sewer bypass to be required. | ||||
| 2) | Quantity may vary as paved ditch shall be removed and replaced to nearest joint. | ||||
| 3) | Quantity includes concrete slabs around suction line and connection line for sewer bypass system. | ||||
| 4) | Quantity includes concrete slabs surge tank and chemical feed tank per foundation design plans. | ||||
| 5) | Any item not specifically identified on the bid form shall be considered incidental and all costs associated with that item shall be included using the most appropriate bid item listed. This could include, but is not limited to: As‐built preparation, and coordination with City Electric/Gas/Growth Management Departments, etc. |
Bid will be awarded to contractor with the lowest total bid for both projects.
File details come from the government source that posted it. Updated .