17-18. BID SCHEDULRE EXELL .xlsx
XLSX spreadsheet 33 KB Posted
- Attached to
- Pump Station 92 Replacement
- Solicitation number
- IFB-044-26-RM
- Issued by
- Leon County, Florida
About this file
This is a bid schedule for the Pump Station 92 Replacement project issued by the City of Tallahassee, Florida. The project encompasses the construction of a new quadruplex submersible pump station to replace the existing facility located at 6636 Buck Lake Rd, with the new station constructed adjacent to the existing operational station. The scope of work includes deep foundation installation via micropiles, site grading and clearing, stormwater retention area construction with energy dissipation features, driveway demolition and replacement, fencing and gate removal and replacement, landscaping with sod installation and plantings, gravity sanitary sewer piping with associated manholes, force main piping, bypass pumping systems, erosion control measures, electrical and water service installations, emergency generator installation, motor control equipment arrays, shade structure construction, and complete demolition and decommissioning of the existing pump station. A mandatory pre-bid meeting is scheduled for March 16, 2026 at 2:00 PM EST via Microsoft Teams. The bid schedule identifies numerous pay items across multiple categories including general contract items, miscellaneous surface restoration, landscaping, demolition, water services, sewer infrastructure, electrical systems, and geotechnical work, with quantities ranging from single units to thousands of square yards depending on the item.
The bid schedule is structured as a lump-sum format with individual line-item pricing for each pay item, with all prices currently showing zero values pending contractor submissions. Pricing includes comprehensive unit costs incorporating all labor, equipment, materials, transportation, installation, and incidental work necessary to complete each specified item, as detailed in the associated footnotes. The contract requires contractors to demonstrate capability to perform all services in a timely and first-class workmanlike manner in accordance with solicitation documents. The project includes provisions for initial operation with three pumps rated at 1,500 gpm, with provisions for future expansion to 4,100 gpm through additional pumps and impeller replacements to be procured by others. All bid submissions must include the contractor's name and be submitted in accordance with the invitation for bid (IFB 044-26-RM) specifications.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Option 1 - BID FORM
| BID SCHEDULE | |||||
| Pay Item Number | Pay Item Description | Units | Quantity | Unit Price | Total |
| GENERAL CONTRACT ITEM: | |||||
| GCI-00 | Mobilization (Including Stake Out and As-built) | LS | 1 | $ - 0 | |
| GCI-10 | Temporary Traffic Control | LS | 1 | $ - 0 | |
| GCI-30 | Temporary Erosion, Sedimentation, and Water Pollution Control | LS | 1 | $ - 0 | |
| GCI-40 | Tree Protection (& Arboricultural Mitigation) | LS | 1 | $ - 0 | |
| MSR-30 | Site Grading | SY | 2143 | $ - 0 | |
| 0550 10222 | Fence, Chain Link | LF | 370 | $ - 0 | |
| 0550 60211 | Single Gate, 3' wide | EA | 2 | $ - 0 | |
| 0550 60235 | Cantilever/Slide Gate, 22' wide | EA | 1 | $ - 0 | |
| MISCELLANEOUS SURFACE RESTORATION | |||||
| MSR-01 | Miscellaneous Concrete, 6”, Reinforced | SY | 473 | $ - 0 | |
| MSR-05 | #57 Stone (Gravel Parking Area) | SY | 171 | $ - 0 | |
| MSR-501-1(3) | 20mil Geotextile underlayment (Gravel Parking Area) | SY | 171 | $ - 0 | |
| MSR-06 | Rip Rap Rubble w/ 20 mil Geotextile Underlayment (Energy Dissipator) | CY | 9 | $ - 0 | |
| MSR-501-2(4) | Reinforced Concrete Curb (Gravel Parking Area and Berm) | LF | 118 | $ - 0 | |
| LANDSCAPING | |||||
| MSR-10 (20) | Solid Sod (See Footnote 20) | SY | 1118 | $ - 0 | |
| 0580 5173 | Trees | EA | 4 | $ - 0 | |
| 0580 7671 | Shrubs | EA | 220 | $ - 0 | |
| MISCELLANEOUS DEMOLITION | |||||
| MD-501-1(5) | Remove Existing Asphalt Paving | SY | 400 | $ - 0 | |
| MD-501-2(6) | Remove Existing Concrete Platforms | SF | 656 | $ - 0 | |
| MD-501-3(7) | Removing Existing Fence & Gates | LF | 250 | $ - 0 | |
| WATER | |||||
| POTABLE WATER SERVICES – STANDARD INSTALLATION (MAIN x SERVICE) | |||||
| PWS-01-0801-99 | Water Service, 8”x1”,>40 Ft., HDPE (PE4710, CTS, DR9) | LF | 105 | $ - 0 | |
| WATER METER SETTING | |||||
| 1080 21400 | Relocate Water Meter | EA | 1 | $ - 0 | |
| MISCELLANEOUS WATER | |||||
| 1080 22400 | Relocate Backflow Preventer | EA | 1 | $ - 0 | |
| MW-501-1(8) | 3/4" Hose Bibb Installation | EA | 1 | $ - 0 | |
| SEWER | |||||
| PRECAST CONCRETE SEWER MANHOLES | |||||
| MHL-501-1(9) | Sewer Bypass Structure, 8'x8' Precast, Lined, > 10' Deep | EA | 1 | $ - 0 | |
| MHL-0414 | Sewer Manhole, Lined, 4' Dia., 12.1-14.0 Ft. Depth | EA | 1 | $ - 0 | |
| MHL-0418 | Sewer Manhole, Lined, 4' Dia., 16.1-18.0 Ft. Depth | EA | 2 | $ - 0 | |
| GRAVITY SEWER MAIN - OUTSIDE OF PAVEMENT/ROAD (Select Fill only) | |||||
| 1050 31215 | Gravity Sewer Main, 15”, Depth Varies, PVC (DR26) | LF | 67 | $ - 0 | |
| 1050 31224 | Gravity Sewer Main, 24", Depth Varies, PVC (DR26) | LF | 67 | $ - 0 | |
| 1050 31230 | Gravity Sewer Main, 30", Depth Varies, PVC (DR26) | LF | 5 | $ - 0 | |
| SEWER FORCE MAIN, STANDARD INSTALLATION - OUTSIDE OF PAVEMENT/ROAD (Select Fill only) | |||||
| 1050 11524 | Sewer Force Main, 12”, S.S. (Suction Line at Bypass Structure) | LF | 22 | $ - 0 | |
| SFM-02-12-DIP | Sewer Force Main, 12”, DI (Emergency Bypass Connection) | LF | 6 | $ - 0 | |
| SFM-02-14-DIP | Sewer Force Main, 14”, DI (at Connection to Existing) | LF | 12 | $ - 0 | |
| SFM-02-18-DIP | Sewer Force Main, 18”, DI | LF | 215 | $ - 0 | |
| ABANDONMENT OF EXISTING SANITARY SEWER AND APPURTENANCES | |||||
| 1080 26600 | Remove Sanitary Sewer Air Release Valve & Manhole | EA | 2 | $ - 0 | |
| APS-03 | Remove Sanitary Sewer Manhole | EA | 3 | $ - 0 | |
| APS-501-1(10) | Place Existing Wet Well Out of Service | LS | 1 | $ - 0 | |
| APS-05 | Remove Sanitary Sewer Main | LF | 136 | $ - 0 | |
| 1050 16003 | Remove Sanitary Sewer Force Main, 5 - 7.9" | LF | 103 | $ - 0 | |
| 1050 16004 | Remove Sanitary Sewer Force Main, 8-19.9" | LF | 220 | $ - 0 | |
| GCI-80 | Place Existing Sewer Force Main Out of Service (Grout Fill) | CY | 0.8 | $ - 0 | |
| 1080 21600 1080 24600 | Remove Sanitary Sewer Valve & Valve Box | EA | 7 | $ - 0 | |
| MISCELLANEOUS SEWER | |||||
| CIC-14 | Cut-In Connection to Existing Sewer FM, 14" | EA | 1 | $ - 0 | |
| SPS-I-03 | Cast-In-Place Wet Well w/ Liner | LS | 1 | $ - 0 | |
| SPS-I-02 | Discharge Piping, Assembly, Above Ground Valve Array (Includes ARVs on valve array) | LS | 1 | $ - 0 | |
| MS-501-1(11) | Mag-Meter | LS | 1 | $ - 0 | |
| ARV-02 | Air Release Valve 2” (on Bypass Connection & Downstream of Mag Meter) | EA | 2 | $ - 0 | |
| MS-501-2(12) | Stainless Steel Sluice Gate | EA | 1 | $ - 0 | |
| MS-501-3(13) | Odor Control Tank Relocation | LS | 1 | $ - 0 | |
| ELECTRICAL | |||||
| 0639 3 12 | Electrical Service Disconnect, Furnish & Install | EA | 1 | $ - 0 | |
| 0639 2 1 | Electrical Service Wire, Furnish & Install (includes grounding) | LF | 800 | $ - 0 | |
| 0635 2 11 | Pull & Splice Box, Furnish & Install | EA | 4 | $ - 0 | |
| 0630 2 17 | Conduit, Furnish & Install, Open Trench Under Pavement | LF | 1400 | $ - 0 | |
| 0633 8 12 | Multi-conductor Communication (instrument) Cable, Furnish & Install | LF | 750 | $ - 0 | |
| 0639 8153(14) | Electrical Power Service - Contribution in Aid of Construction - City of TLH Electric (see Footnote 14) | LS | 1 | $ - 0 | |
| 0639 5 32 | Emergency/Stand-by Generator - Permanent (600KW) - includes Automatic Transfer Switch | LS | 1 | $ - 0 | |
| MSR-501-3(15) | Supply & Installation of concrete foundation for Generator with fuel tank (in conjunction w/main slab) | LS | 1 | $ - 0 | |
| MSR-501-4(16) | Supply & Installation of concrete foundation for Padmount Transformer | LS | 1 | $ - 0 | |
| SPS-I-06 | Shade Structure | LS | 1 | $ - 0 | |
| SPS-I-01(1, 2, 17) | Pumps and Control System (See Footnotes 1,2,and 17) | LS | 1 | $ - 0 | |
| SPS-I-07 | Pump Station Demolition - Salvage Electrical Items (Generator, ATS, Electrical Controls, Control Cabinet) and Transport to SE Farm | LS | 1 | $ - 0 | |
| GEOTECHNICAL | |||||
| 455-51-501(18) | Micropile Mobilization, Installation, Design, QC Testing | LS | 1 | $ - 0 | |
| 120-4 | Overexcavation | CY | 65 | $ - 0 | |
| 289-1-501(19) | No. 57 Stone, Geosynthetic Reinforcement (Geogrid), & Geotextile Wrap | LS | 1 | $ - 0 | |
| TOTAL BASE BID | $ - 0 |
| Footnotes: | |
| 1 | Provide and install three pumps for initial operation (1,500 gpm). One additional pump is required for future design flows (4,100 gpm) and will be purchased and installed by others. |
| 2 | Impeller replacements are required for future design flows (1,600 gpm condition with future force main improvements and 4,100 gpm future condition) and will be purchased and installed by others. |
| 3 | The contract unit price shall be the total compensation for furnishing and installing geotextile underlayment; including, but not limited to, all transport, labor, equipment, materials, placement, and incidentals necessary to complete the work. |
| 4 | The contract unit price shall be the total compensation for furnishing and installing reinforced concrete curbs per detail on sheet 5.0; including, but not limited to, all transport, labor, equipment and materials required for grading, compaction, installing formwork, reinforcing, concrete placement, tooling, finishing, construction joints, and saw-cutting expansion joints. |
| 5 | The contract unit price shall be the total compensation for removal of existing asphalt; including, but not limited to all transport, labor, equipment, and materials required for removal, hauling, disposal, sweeping, and dust abatement necessary to complete the work. |
| 6 | The contract unit price shall be the total compensation for removal of existing concrete platforms; including, but not limited to all transport, labor, equipment, and materials required for removal, hauling, disposal, sweeping, and dust abatement necessary to complete the work. |
| 7 | The contract unit price shall be the total compensation for removal of existing fencing and gates; including but not limited to all transport, labor, equipment, and materials required for removal, hauling, and disposal necessary to complete the work. |
| 8 | The contract unit price shall be the total compensation for furnishing and installing a hose bibb; including all transport, labor, equipment, materials, and incidentals necessary to complete the work. |
| 9 | The contract unit price shall be the total compensation for furnishing and installing a precast concrete sewer bypass structure; including but not limited to all transport, labor, equipment, and materials required for sub-surface investigation; bypass pumping and maintaining sewer service; saw-cutting; excavation, sheeting, and shoring; removal and disposal (when required); dewatering; adjustment of utilities; transporting, handling, and placement of structure; verify rim and invert elevations; sewer pipe connections; drop connections; placement and compaction of backfill, stabilized subgrade. |
| 10 | The contract unit price shall be the total compensation for placing the existing wet well out of service; including, but not limited to all transport, labor, equipment, and materials required to salvage existing non-electrical items within or near the wet well scheduled to be salvaged (i.e. pumps, pump stands, check valves, ARVs, control valves, stainless steel pipe and fittings, metal landing, metal hand rails); return salvaged items to City; removal and disposal of items within the wet well scheduled for removal; removal and disposal of the existing wet well lid; removal and disposal of the portion of the wet well walls scheduled for removal; grout-fill remaining wet well with flowable fill; placement of backfill. |
| 11 | The contract unit price shall be the total compensation for furnishing and installing magnetic flow meters; including all transport, labor, equipment, and materials necessary to complete the work. |
| 12 | The contract unit price shall be the total compensation for furnishing and installing stainless steel fabricated sluice gates; including all transport, labor, equipment, and materials necessary to complete the work. |
| 13 | The contract unit price shall be the total compensation required to salvage, relocate, and reinstall the existing odor control tank; including all transport, labor, equipment, and materials necessary to complete the work. |
| 14 | Pay Item 0639 8153 shal be the total compensation for fees paid to City of Tallahassee Electric Department for power meter, CT &PT Enclosures, permitting, pole for SCADA etc. |
| 15 | The contract price shall be the total compensation for furnishIng and installing the form-work, re-bar, concrete, and finishing for the installation of the foundation for the Stand-by Generator. The foundation shall be coordinated with the overall concrete installation of the Pump Station's main slab |
| 16 | The contract price shall be the total compensation for furnishing and installing the form-work, re-bar, concrete, and finishing for the installation of the foundation for the Padmount Transformer. The installation shall conform to COT Electric Department's specifications. |
| 17 | The contract price shall be the total compensation for furnishing and installing the Control Panel compete with motor controllers and SCADA Equipment, and for furnishing and installing Field Instrumentation (radar level transmitter, float level switches, pressure transmitter, and magmeter acccesories). |
| 18 | The contract unit price shall be the total compensation for all work specified in the TSP and Contract Documents associated with the construction of deep foundations for the wet well and bypass structure. This includes, but is not limited to, the cost of grout, reinforcing steel, casing, labor, materials, equipment and incidentals necessary to complete the micropile installation, performance of the static load tests, verification of load tests, design, recording, load test data collection and professional services to prepare the static load test and verification of load test reports. |
| 19 | The contract unit price shall be the total compensation for constructing the coarse aggregate base for the wet well, bypass structure, and flow meter valve vault, meeting the requirements of, and in accordance with, the TSP and contract documents. This includes but is not limited to, furnishing all labor, equipment, and mateirals required to complete the work. |
| 20 | When sod is paid as a separate item, the basis of payment will be Lump Sum or Square Yards (paid on planned quantities, no additional payment will be made for overruns). When a separate pay item is not provided, all costs of solid sodding shall be considered incidental to the work necessitating its placement. No separate payment will be provided. |
&"-,Bold"&12PUMP STATION 92 REPLACEMENT
BID SCHEDULE (IFB 044-26-RM)
APRIL 9, 2026
BIDDER NAME: ________________________________
&P OF &N
File details come from the government source that posted it. Updated .