Section_F_-_Bid_Submittal_Sheet-protected.xls
XLS spreadsheet 43 KB Posted
- Solicitation number
- 23-0030-ITB-CONSTRUCTION STEP 2
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a Bid Submittal Sheet for a water main improvement project in the City of St. Pete Beach, Florida, specifically covering Pass-A-Grille Way and Gulf Way from 9th Avenue to 22nd Avenue (Project ID: 004573A, Bid No. 23-0030-ITB). The project involves replacing water mains using Horizontal Directional Drilling (HDD) and open-cut methods, including approximately 175 linear feet of 6" pipe, 4,600 linear feet of 4" pipe, and 1,575 linear feet of 2" pipe. The scope includes installing water services, fire hydrants, blowoffs, and connections to existing water mains, with additional work involving the installation of new AMR water meters, disconnecting and plugging existing pipes, and replacing various surface elements like sidewalks, driveways, pavers, and asphalt.
The bid submittal sheet indicates a total bid amount of $150,000, with a significant portion ($150,000) allocated to unspecified work. The bid includes multiple line items for various technical components such as pipe installations, valve assemblies, service connections, and meter relocations. While specific pricing details are not filled in on this document, the comprehensive breakdown suggests a detailed and structured approach to the water infrastructure improvement project. The bid appears to be a fixed-price contract with itemized components, allowing for precise tracking and potential future adjustments.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum_No._1-23-0030.pdf | ||
| APPENDIX_1_-_Permits.pdf | ||
| Plans.pdf | ||
| ITB.pdf | ||
| Section_I_-_Agreement.pdf | ||
| Section_E_-_Technical_Specifications.pdf |
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Text version
Sheet1 Section F - Bid Summary Pass-A-Grille Way and Gulf Way from 9th Avenue to 22nd Avenue Water Main Improvements
PID NO. 004573A
BID NO. 23-0030-ITB
| Vendor | |||||
| Pay Item No. | Description | Quantity | Unit | UnitPrice | Amount |
| Miscellaneous | |||||
| 005-0900 | As-Built Survey | 1.00 | LS | $ - 0 | |
| 101-0100 | Mobilization | 1.00 | LS | $ - 0 | |
| 102-0100 | Maintenance of Traffic | 1.00 | LS | $ - 0 | |
| Miscellaneous Subtotal | $ - 0 | ||||
| Proposed Improvements | |||||
| PW-330521-202-06PE11 | 6” Directional Drill HDPE DR 11, DIPS OD | 175.00 | LF | $ - 0 | |
| PW-330521-202-04PE11 | 4” Directional Drill HDPE DR 11, DIPS OD | 4,600.00 | LF | $ - 0 | |
| PW-330521-202-02PE9 | 2” Directional Drill HDPE DR 9, IPS OD | 1,575.00 | LF | $ - 0 | |
| PW-331101-105-9001 | Out of service main grouting | 2.00 | CY | $ - 0 | |
| PW-331101-105-90608 | Disconnect & Plug 6" or 8" Pipe | 4.00 | EA | $ - 0 | |
| PW-331101-105-90204 | Disconnect & Plug 2" or 4" Pipe | 26.00 | EA | $ - 0 | |
| PW-331101-304-08P18RJF | 8” PVC Restrained Joint Pipe and Fittings, C-900 DR 18 | 50.00 | LS | $ - 0 | |
| PW-331101-304-06P18RJF | 6” PVC Restrained Joint Pipe and Fittings, C-900 DR 18 | 50.00 | LF | $ - 0 | |
| PW-331101-304-04P18RJF | 4” PVC Restrained Joint Pipe and Fittings, C-900 DR 18 | 300.00 | LF | $ - 0 | |
| PW-331101-304-02P17RJF | 2" PVC Restrained Pipe SDR 17 including Fittings | 125.00 | LF | $ - 0 | |
| PW-331101-304-90608 | 2"-4" Pipe and Appurtenances Over Depth Excavation | 10.00 | LF | $ - 0 | |
| PW-331101-304-90204 | 6"-8" Pipe and Appurtenances Over Depth Excavation | 10.00 | LF | $ - 0 | |
| PW-331101-308-C153 | DI Fittings C153 (Compact Body) | 2.00 | TONS | $ - 0 | |
| PW-331101-309-01AROS | 1” Air Release Assembly (Offset) | 5.00 | EA | $ - 0 | |
| PW-331101-309-08RW515 | 8” RWGV & Box C515 | 1.00 | EA | $ - 0 | |
| PW-331101-309-06RW515 | 6” RWGV & Box C515 | 1.00 | EA | $ - 0 | |
| PW-331101-309-04RW515 | 4” RWGV & Box C515 | 26.00 | EA | $ - 0 | |
| PW-331101-309-02RW | 2” RWGV (Resilient Wedge Gate Valve) & Box | 17.00 | EA | $ - 0 | |
| PW-331101-310-0002 | Fire Hydrant Assembly with Valve | 2.00 | EA | $ - 0 | |
| PW-331101-310-9001 | Remove Fire Hydrant Assembly | 2.00 | EA | $ - 0 | |
| PW-331101-312-1604TV | 16"x4" Tapping Sleeve and Valve | 2.00 | EA | $ - 0 | |
| PW-331101-312-1208TV | 12"x8" Tapping Sleeve and Valve | 1.00 | EA | $ - 0 | |
| PW-331101-308-04SC | 4" Sleeved Connection | 4.00 | EA | $ - 0 | |
| PW-331101-308-02SC | 2" Sleeved Connection | 12.00 | EA | $ - 0 | |
| PW-331101-308-924RD | Reverse Dead-Man for 2" or 4" Pipe | 12.00 | EA | $ - 0 | |
| PW-331101-314-02LS | 2" Service Connections - (Long Side) | 3.00 | EA | $ - 0 | |
| PW-331101-314-15LS | 1 1/2" Service Connections - (Long Side) | 2.00 | EA | $ - 0 | |
| PW-331101-314-15SS | 1 1/2" Service Connections - (Short Side) | 2.00 | EA | $ - 0 | |
| PW-331101-314-01LS | 1" Service Connections - (Long Side) | 2.00 | EA | $ - 0 | |
| PW-331101-314-01SS | 1" Service Connections - (Short Side) | 2.00 | EA | $ - 0 | |
| PW-331101-314-75LS | 3/4" Service Connections - (Long Side) | 80.00 | EA | $ - 0 | |
| PW-331101-314-75SS | 3/4" Service Connections - (Short Side) | 12.00 | EA | $ - 0 | |
| PW-331101-314-902MBR | 2" Meter & Backflow (Remove, Relocate & Reconnect) | 3.00 | EA | $ - 0 | |
| PW-331101-314-915MBR | 1 1/2" Meter & Backflow (Remove, Relocate & Reconnect) | 3.00 | EA | $ - 0 | |
| PW-331101-314-901MBR | 1" Meter & Backflow (Remove, Relocate & Reconnect) | 3.00 | EA | $ - 0 | |
| PW-331101-314-975MBR | 3/4" Meter & Backflow (Remove, Relocate & Reconnect) | 208.00 | EA | $ - 0 | |
| PW-331301-301-0002 | 2" Permanent Blow-off Assembly | 3.00 | EA | $ - 0 | |
| PW-331301-301-004A | 4" Permanent Blow-off Assembly | 3.00 | EA | $ - 0 | |
| PW-999-0001 | Concrete Sidewalk Replacement | 300.00 | SY | $ - 0 | |
| PW-999-0002 | Concrete Driveway Replacement | 100.00 | SY | $ - 0 | |
| PW-999-0003 | Paver Replacement | 100.00 | SY | $ - 0 | |
| PW-999-0004 | Asphalt Replacement | 700.00 | SY | $ - 0 | |
| Proposed Improvements Subtotal | $ - 0 | ||||
| Total | $ - 0 | ||||
| Unspecified | |||||
| PW-999-0000 | Unspecified Work | 150,000.00 | EA | 1.00 | $ 150,000.00 |
| TOTAL BID | $ 150,000.00 |
File details come from the government source that posted it. Updated .