3-Bid Form Detail Table.xlsx
XLSX spreadsheet 25 KB Posted
- Attached to
- WWTF #1 HEADWORKS REHABILITATION PROJECT
- Solicitation number
- RFP-UT-26-51
- Issued by
- Flagler County, Florida
About this file
This is a Bid Form Detail Table for the City of Palm Coast's Wastewater Treatment Facility #1 Headworks Rehabilitation Project in Florida. The project encompasses cleaning, sandblasting, inspection, concrete repair and restoration, chemical-resistant coating installation, equipment removal and reinstallation, and site restoration for the Master Lift Station, Headworks, and Screening Structure. Work will be executed in two phases to minimize facility downtime: Phase 1 includes the Headworks and Master Pump Station rehabilitation, while Phase 2 covers the Screening Structure repair. The bid form is structured with Part A containing lump sum items for mobilization and general conditions for both phases, sitework, and general repairs, and Part B containing unit price bid items for concrete and coating rehabilitation work across all three structures.
The bid form details extensive unit price items organized by work location and repair type, including sandblasting services (vertical, horizontal, and overhead surfaces) totaling approximately 5,345 square feet across all structures, chemical-resistant coating application using GLM Green Monster or approved equivalent totaling approximately 5,345 square feet, and concrete surface area patches for exposed anchors and reinforcement repair totaling 45 each across all structures. Additional repair items include spalling concrete patches totaling 80 square feet and 40 cubic feet with reinforcement repair, and crack repairs for active leaks and structural cracks totaling 305 linear feet for active leak repairs and 145 linear feet for structural crack repairs. All unit prices, lump sum amounts, and total bid price fields are currently blank in the form, indicating this is a template for contractor completion. The coating application must be performed by a contractor certified or approved by the coating manufacturer.
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Text version
Sheet1
| City of Palm Coast |
| WWTF #1 Headworks Rehabilitation Project |
Bid Form Detail Table
| Item | Est. | Unit | Repair Type | Description | Unit | Total |
| No. | Quantity | (RT) | Price | Price | ||
| Part A - Lump Sum | ||||||
| 1.1 | 1 | LS | Mobilization and Contractor's General and Specific Conditions (Phase 1) | $ - 0 | ||
| 1.2 | 1 | LS | Mobilization and Contractor's General and Specific Conditions (Phase 2) | $ - 0 | ||
| 2 | 1 | LS | Sitework | $ - 0 | ||
| 3.1 | 1 | EA | General (Phase 1) | $ - 0 | ||
| 3.2 | 1 | EA | General (Phase 2) | $ - 0 |
| Part A Subtotal | $ - 0 | |
| Part B - Unit Price Bid | ||
| Headworks Concrete and Coating Rehabilitation |
| Phase 2 - Screening Structure Repair (Ref. Drawing 10-S-502) | |||||
| 4.1 | 1100 | SF | SB-1 | SANDBLAST VERTICAL SURFACE | $ - 0 |
| 4.2 | 380 | SF | SB-2 | SANDBLAST HORIZONTAL SURFACE | $ - 0 |
| 4.3 | 25 | SF | SB-3 | SANDBLAST OVERHEAD SURFACE | $ - 0 |
| 4.4 | 1100 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - VERTICAL SURFACE | $ - 0 |
| 4.5 | 380 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - HORIZONTAL SURFACE | $ - 0 |
| 4.6 | 25 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - OVERHEAD SURFACE | $ - 0 |
| 4.7 | 10 | EA | RT1-V | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 4.8 | 5 | EA | RT1-H | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 4.9 | 5 | EA | RT1-O | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 4.10 | 15 | SF | RT2-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 4.11 | 5 | SF | RT2-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 4.12 | 5 | SF | RT2-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 4.13 | 10 | CF | RT3-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 4.14 | 5 | CF | RT3-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 4.15 | 5 | CF | RT3-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 4.16 | 60 | LF | RT4-V | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 4.17 | 20 | LF | RT4-H | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 4.18 | 5 | LF | RT4-O | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 4.19 | 25 | LF | RT5-V | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 4.20 | 20 | LF | RT5-H | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 4.21 | 5 | LF | RT5-O | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| Phase 1 - Master Pump Station Repair (Ref. Drawing 10-S-503) | |||||
| 5.1 | 1500 | SF | SB-1 | SANDBLAST VERTICAL SURFACE | $ - 0 |
| 5.2 | 450 | SF | SB-2 | SANDBLAST HORIZONTAL SURFACE | $ - 0 |
| 5.3 | 335 | SF | SB-3 | SANDBLAST OVERHEAD SURFACE | $ - 0 |
| 5.4 | 1500 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - VERTICAL SURFACE | $ - 0 |
| 5.5 | 450 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - HORIZONTAL SURFACE | $ - 0 |
| 5.6 | 335 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - OVERHEAD SURFACE | $ - 0 |
| 5.7 | 10 | EA | RT1-V | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 5.8 | 5 | EA | RT1-H | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 5.9 | 15 | EA | RT1-O | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 5.10 | 15 | SF | RT2-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 5.11 | 5 | SF | RT2-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 5.12 | 15 | SF | RT2-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 5.13 | 10 | CF | RT3-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 5.14 | 5 | CF | RT3-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 5.15 | 10 | CF | RT3-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 5.16 | 80 | LF | RT4-V | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 5.17 | 25 | LF | RT4-H | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 5.18 | 20 | LF | RT4-O | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 5.19 | 30 | LF | RT5-V | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 5.20 | 25 | LF | RT5-H | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 5.21 | 20 | LF | RT5-O | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| Phase 1 - Headworks Repair (Ref. Drawing 10-S-504) | |||||
| 6.1 | 2900 | SF | SB-1 | SANDBLAST VERTICAL SURFACE | $ - 0 |
| 6.2 | 700 | SF | SB-2 | SANDBLAST HORIZONTAL SURFACE | $ - 0 |
| 6.3 | 65 | SF | SB-3 | SANDBLAST OVERHEAD SURFACE | $ - 0 |
| 6.4 | 2900 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - VERTICAL SURFACE | $ - 0 |
| 6.5 | 700 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - HORIZONTAL SURFACE | $ - 0 |
| 6.6 | 65 | SF | COAT-23 | COATING (CHEMICAL RESISTANT) - OVERHEAD SURFACE | $ - 0 |
| 6.7 | 15 | EA | RT1-V | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 6.8 | 5 | EA | RT1-H | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 6.9 | 5 | EA | RT1-O | CONCRETE SURFACE AREA PATCH - EXPOSED ANCHORS, REINF CHAIRS, TIES: | $ - 0 |
| 6.10 | 30 | SF | RT2-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 6.11 | 10 | SF | RT2-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 6.12 | 5 | SF | RT2-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (NO REINF REPAIR) | $ - 0 |
| 6.13 | 15 | CF | RT3-V | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 6.14 | 5 | CF | RT3-H | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 6.15 | 5 | CF | RT3-O | CONCRETE SURFACE AREA PATCH - SPALLING CONCRETE (WITH REINF REPAIR) | $ - 0 |
| 6.16 | 150 | LF | RT4-V | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 6.17 | 40 | LF | RT4-H | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 6.18 | 5 | LF | RT4-O | CRACK REPAIR - ACTIVE LEAKS - HYDROPHOBIC OR POLYURETHANE INJECTION GROUTING | $ - 0 |
| 6.19 | 60 | LF | RT5-V | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 6.20 | 35 | LF | RT5-H | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| 6.21 | 5 | LF | RT5-O | CRACK REPAIR - STRUCTURAL CRACKS - EPOXY INJECTION (NOTE 5) | $ - 0 |
| Part B Subtotal | $ - 0 |
Total Bid Price (Parts A + B) $ - 0
| *Coating needs to be GLM - Green monster or approved equal |
| The coating must be applied by a contractor certified or approved by the coating manufacturer. |
File details come from the government source that posted it. Updated .