2-7. REQUIRED BID SCHEDULE.pdf
PDF 133 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 document for the Pump Station 92 Replacement project (IFB 044-26-RM) issued by the City of Tallahassee, Florida. The project consists of constructing a new quadruplex submersible pump station to replace the existing Pump Station 92 located at 6636 Buck Lake Rd, with the new facility constructed adjacent to the existing station on City-owned property. The scope of work encompasses deep foundation installation (micropiles), site grading and clearing, stormwater retention area construction with energy dissipator, utility relocation and installation (water and sewer services), gravity and force main sanitary sewer piping with associated manholes, electrical service and generator installation, landscaping, fencing replacement, driveway demolition and replacement, shade structure construction, and demolition and decommissioning of the existing pump station. The bid schedule includes over 100 individual pay items spanning general contract work, miscellaneous surface restoration, landscaping, demolition, water services, sewer infrastructure, electrical systems, and geotechnical work, with quantities ranging from single items (such as 1 lump sum for mobilization) to larger quantities (such as 2,143 square yards for site grading and 220 shrubs for landscaping). A mandatory pre-bid meeting is scheduled for March 16, 2026 at 2:00 PM EST on Microsoft Teams, with the bid due date of April 9, 2026.
The bid schedule requires contractors to submit unit prices for each pay item, with the total base bid calculated by multiplying quantities by unit prices. The document includes 20 detailed footnotes that specify scope inclusions for complex pay items such as micropile installation (including design, QC testing, and static load testing), sewer bypass structure installation, wet well decommissioning, and equipment relocations. Bidders must account for all labor, equipment, materials, and incidentals necessary to complete each work item as outlined in the Technical Specifications and Contract Documents. The contract will require the contractor to maintain existing pump station operations during new construction and to deliver a complete, operable system upon completion, including the production of as-built and record drawings.
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
PUMP STATION 92 REPLACEMENT
BID SCHEDULE (IFB 044-26-RM)
APRIL 9, 2026
BIDDER NAME: ________________________________
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 -$ GCI-10 Temporary Traffic Control LS 1 -$ GCI-30 Temporary Erosion, Sedimentation, and Water Pollution Control LS 1 -$ GCI-40 Tree Protection (& Arboricultural Mitigation) LS 1 -$ MSR-30 Site Grading SY 2143 -$
0550 10222 Fence, Chain Link LF 370 -$ 0550 60211 Single Gate, 3' wide EA 2 -$ 0550 60235 Cantilever/Slide Gate, 22' wide EA 1 -$
MISCELLANEOUS SURFACE RESTORATION
MSR-01 Miscellaneous Concrete, 6”, Reinforced SY 473 -$ MSR-05 #57 Stone (Gravel Parking Area) SY 171 -$
MSR-501-1(3) 20mil Geotextile underlayment (Gravel Parking Area) SY 171 -$ MSR-06 Rip Rap Rubble w/ 20 mil Geotextile Underlayment (Energy Dissipator) CY 9 -$
MSR-501-2(4) Reinforced Concrete Curb (Gravel Parking Area and Berm) LF 118 -$
LANDSCAPING
MSR-10 (20) Solid Sod (See Footnote 20) SY 1118 -$ 0580 5173 Trees EA 4 -$ 0580 7671 Shrubs EA 220 -$
MISCELLANEOUS DEMOLITION
MD-501-1(5) Remove Existing Asphalt Paving SY 400 -$ MD-501-2(6) Remove Existing Concrete Platforms SF 656 -$ MD-501-3(7) Removing Existing Fence & Gates LF 250 -$
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 -$
WATER METER SETTING
1080 21400 Relocate Water Meter EA 1 -$
MISCELLANEOUS WATER
1080 22400 Relocate Backflow Preventer EA 1 -$ MW-501-1(8) 3/4" Hose Bibb Installation EA 1 -$
SEWER
PRECAST CONCRETE SEWER MANHOLES
MHL-501-1(9) Sewer Bypass Structure, 8'x8' Precast, Lined, > 10' Deep EA 1 -$ MHL-0414 Sewer Manhole, Lined, 4' Dia., 12.1-14.0 Ft. Depth EA 1 -$ MHL-0418 Sewer Manhole, Lined, 4' Dia., 16.1-18.0 Ft. Depth EA 2 -$
GRAVITY SEWER MAIN - OUTSIDE OF PAVEMENT/ROAD (Select Fill only) 1050 31215 Gravity Sewer Main, 15”, Depth Varies, PVC (DR26) LF 67 -$ 1050 31224 Gravity Sewer Main, 24", Depth Varies, PVC (DR26) LF 67 -$ 1050 31230 Gravity Sewer Main, 30", Depth Varies, PVC (DR26) LF 5 -$
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 -$
SFM-02-12-DIP Sewer Force Main, 12”, DI (Emergency Bypass Connection) LF 6 -$ SFM-02-14-DIP Sewer Force Main, 14”, DI (at Connection to Existing) LF 12 -$ SFM-02-18-DIP Sewer Force Main, 18”, DI LF 215 -$
ABANDONMENT OF EXISTING SANITARY SEWER AND APPURTENANCES
1080 26600 Remove Sanitary Sewer Air Release Valve & Manhole EA 2 -$
APS-03 Remove Sanitary Sewer Manhole EA 3 -$ APS-501-1(10) Place Existing Wet Well Out of Service LS 1 -$
APS-05 Remove Sanitary Sewer Main LF 136 -$ 1050 16003 Remove Sanitary Sewer Force Main, 5 - 7.9" LF 103 -$ 1050 16004 Remove Sanitary Sewer Force Main, 8-19.9" LF 220 -$
GCI-80 Place Existing Sewer Force Main Out of Service (Grout Fill) CY 0.8 -$ 1080 21600 1080 24600 Remove Sanitary Sewer Valve & Valve Box EA 7 -$
MISCELLANEOUS SEWER
CIC-14 Cut-In Connection to Existing Sewer FM, 14" EA 1 -$
SPS-I-03 Cast-In-Place Wet Well w/ Liner LS 1 -$ SPS-I-02 Discharge Piping, Assembly, Above Ground Valve Array (Includes ARVs on valve array) LS 1 -$
MS-501-1(11) Mag-Meter LS 1 -$ ARV-02 Air Release Valve 2” (on Bypass Connection & Downstream of Mag Meter) EA 2 -$
MS-501-2(12) Stainless Steel Sluice Gate EA 1 -$ MS-501-3(13) Odor Control Tank Relocation LS 1 -$
BID SCHEDULE
PUMP STATION 92 REPLACEMENT
BID SCHEDULE (IFB 044-26-RM)
APRIL 9, 2026
BIDDER NAME: ________________________________
ELECTRICAL
0639 3 12 Electrical Service Disconnect, Furnish & Install EA 1 -$ 0639 2 1 Electrical Service Wire, Furnish & Install (includes grounding) LF 800 -$ 0635 2 11 Pull & Splice Box, Furnish & Install EA 4 -$ 0630 2 17 Conduit, Furnish & Install, Open Trench Under Pavement LF 1400 -$ 0633 8 12 Multi-conductor Communication (instrument) Cable, Furnish & Install LF 750 -$
0639 8153(14) Electrical Power Service - Contribution in Aid of Construction - City of TLH Electric (see Footnote 14) LS 1 -$ 0639 5 32 Emergency/Stand-by Generator - Permanent (600KW) - includes Automatic Transfer Switch LS 1 -$
MSR-501-3(15) Supply & Installation of concrete foundation for Generator with fuel tank (in conjunction w/main slab) LS 1 -$ MSR-501-4(16) Supply & Installation of concrete foundation for Padmount Transformer LS 1 -$
SPS-I-06 Shade Structure LS 1 -$ SPS-I-01(1, 2, 17) Pumps and Control System (See Footnotes 1,2,and 17) LS 1 -$
SPS-I-07 Pump Station Demolition - Salvage Electrical Items (Generator, ATS, Electrical Controls, Control Cabinet) and Transport to SE Farm LS 1 -$
GEOTECHNICAL
455-51-501(18) Micropile Mobilization, Installation, Design, QC Testing LS 1 -$
120-4 Overexcavation CY 65 -$ 289-1-501(19) No. 57 Stone, Geosynthetic Reinforcement (Geogrid), & Geotextile Wrap LS 1 -$
TOTAL BASE BID -$
Footnotes:
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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
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.
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).
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.
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.
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.
Option 1 - BID FORM
File details come from the government source that posted it. Updated .