2-Bid Form.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Professional Integrator Services
- Solicitation number
- St. Pete Beach Professional Integrator Services 2026
- Issued by
- Pinellas County, Florida
About this file
This is a bid form document for two distinct projects in Florida: Professional Integrator Services for a SCADA upgrade and 36th Avenue Seawall Repairs. The Professional Integrator Services project encompasses eight line items covering licensing, server hardware, cellular modems with SIMs, integration and programming, historian setup, HMI and reports, testing and commissioning, and training and documentation, all quoted on a lump sum basis. The 36th Avenue Seawall Repairs project involves extensive civil construction work including general conditions, paving and base work, and seawall construction with estimated quantities provided for informational purposes. The seawall project includes 69 linear feet of seawall demolition and reconstruction, 649 square yards of asphalt milling, placement of concrete curbing and pavement, installation of drainage infrastructure including 18-inch and 36-inch reinforced concrete pipe, and associated site work. Contractors are required to perform independent quantity take-offs and submit comprehensive bids for all work items.
The bid forms establish pricing structures with the Professional Integrator Services project including a 10 percent contingency applied to the subtotal, while the 36th Avenue Seawall Repairs project applies a 30 percent contingency to the subtotal before contingency of $389,464.33, resulting in a grand total of $506,303.63. The seawall project includes calculated general condition costs with mobilization at 7 percent of subtotal and maintenance of traffic at 2.5 percent of subtotal. Contractors are instructed that variations from estimated quantities do not entitle bidders to unit price adjustments or additional compensation, establishing fixed pricing parameters for the work scope.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Professional Integrator Services RFP Final.pdf | ||
| 3-Professional Integrator Services RFP Addendum 1.docx | DOCX document |
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Text version
Table 1
| Professional Integrator Services | ||||
| BID FORM | ||||
| Item No. | Description | Bid | ||
| Quantity | Unit | Unit Cost | Total | |
| 1.00 | Licensing | 1 | LS | |
| 2.00 | Server Hardware | 1 | LS | |
| 3.00 | Cellular Modems + SIMs | 1 | LS | |
| 4.00 | Integration & Programming | 1 | LS | |
| 5.00 | Historian Setup | 1 | LS | |
| 6.00 | HMI & Reports | 1 | LS | |
| 7.00 | Testing & Commissioning | 1 | LS | |
| 8.00 | Traning & Docs | 1 | LS | |
| Subtotal |
| 9.00 | Contingency (10%) | 1 | LS | 10% Subtotal |
| GRAND TOTAL |
Sheet1
| 36th Avenue Seawall Repairs |
| BID FORM |
| The estimated quantities shown in the Bid Form are approximate and provided for informational purposes to aid in preparing Bid Proposals and to show the approximate scope of the work to be performed. The contractor shall perform their own quantity take-off and shall submit a bid showing the items of ALL work, unit prices, and lump sum price for all work. Any variations from the estimated quantities shall not entitle the bidder to an adjustment in the unit price or any additional compensation. |
| Item No. | Description | Estimated | ||||
| Quantity | Bid | |||||
| Quantity | Unit | Unit Cost | Total | |||
| 1.00 | GENERAL CONDITIONS | |||||
| 1.01 | Mobilization (7% of subtotal before contingency) | 1 | LS | $24,898.00 | $24,898.00 | |
| 1.02 | Maintenance of Traffic (2.5% of subtotal before contingency) | 1 | LS | $8,892.00 | $8,892.00 | |
| 1.03 | Const. Stakeout / Record Survey (per LF of Road) | 250 | LF | $10.00 | $2,500.00 | |
| GENERAL CONDITIONS SUB-TOTAL | $36,290.00 |
| 2.00 | PAVING & BASE | ||||
| 2.01 | Milling Existing Asphalt Pavement | 649 | SY | $3.81 | $2,472.69 |
| 2.02 | Demo- Curb | 430 | LF | $10.00 | $4,300.00 |
| 2.03 | Demo - Seawall (per LF of Seawall) | 69 | LF | $300.00 | $20,700.00 |
| 2.04 | Adjust Manhole Rim | 2 | EA | $1,173.33 | $2,346.66 |
| 2.05 | 1.5" Asphalt (SP-9.5) | 52 | TN | $149.05 | $7,820.93 |
| 2.06 | Concrete Removal | 82 | SY | $57.25 | $4,694.50 |
| 2.07 | Type "D" Curb - Concrete | 436 | LF | $42.53 | $18,543.08 |
| 2.08 | 6" Concrete | 91 | SY | $112.19 | $10,209.29 |
| 2.09 | 18" RCP | 65 | LF | $191.66 | $12,457.90 |
| 2.10 | 36" RCP | 8 | LF | $295.65 | $2,365.20 |
| 2.11 | Ditch Bottom Inlet Type E | 1 | EA | $8,805.87 | $8,805.87 |
| 2.12 | Type 8 Manhole | 2 | EA | $8,146.89 | $16,293.78 |
| 2.13 | Type 7 Manhole | 1 | EA | $8,911.38 | $8,911.38 |
| 2.14 | Type 5 Inlet | 2 | EA | $9,664.77 | $19,329.54 |
| PAVING & BASE SUB-TOTAL | $139,250.82 |
| 3.00 | SEAWALL | ||||
| 3.01 | Seawall | 69 | LF | $2,800.00 | $193,200.00 |
| 3.02 | 12" Wide Retaining Wall | 3 | CY | $2,400.04 | $7,311.23 |
| 3.03 | Riprap | 11 | TN | $240.00 | $2,640.00 |
| 3.04 | Sand | 12 | CY | $70.20 | $842.40 |
| 3.05 | Manatee Grate for 36" Pipe | 1 | EA | $4,250.00 | $4,250.00 |
| 3.06 | Modified U-Type Endwall Index 430-012 | 1 | EA | $5,679.87 | $5,679.87 |
| SEAWALL SUB TOTAL | $213,923.50 |
Sub-Total Before Contingency $389,464.33
| Contingency (30%) | $116,839.30 | |
| Grand Total | $506,303.62 |
File details come from the government source that posted it. Updated .