Bid_Form_Table_MAR_Well.xlsx
XLSX spreadsheet 37 KB Posted
- Attached to
- Chesnut Park Managed Aquifer Recharge Well Drilling And Completion Of Subsurface Testing
- Solicitation number
- 26-0046-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a unit price bid form for the Chesnut Park Managed Aquifer Recharge Well Drilling and Completion project issued by Pinellas County Utilities in Florida. The bid form encompasses two parts: Part I covers the primary recharge well (MAR-1) construction with a 24-inch diameter steel casing to 600 feet below land surface and open hole drilling to 1,250 feet, while Part II is an optional shallow monitor well (MW-1) with 6-inch diameter PVC casing. Part I includes 21 line items covering mobilization and demobilization, drilling operations using mud rotary and reverse-air techniques at various depths and diameters, geophysical logging, casing installation, grouting, pressure testing, packer tests, pumping tests, injection tests, well development, water sampling, and bridge plugs. Part II includes 15 line items for similar activities at reduced scope. The project requires substantial completion within 365 calendar days. The bid was issued on November 3, 2025, with a mandatory site visit on November 5, 2025, at 10:00 am, questions due by November 7, 2025, and proposal submissions due November 13, 2025, at 3:00 pm.
The bid form is structured as a unit price schedule requiring bidders to provide costs for each line item, with estimated quantities provided for calculation of total bid amounts. The contract will be awarded to the lowest responsive, responsible bidder. A Small Business Enterprise (SBE) participation goal of 5% of the contract value is established. The project is co-funded by the Southwest Florida Water Management District (SWFWMD) and Pinellas County Utilities. Bidders must comply with E-Verify requirements, provide comprehensive insurance coverage with minimum limits of $500,000 to $1,000,000 per occurrence, submit bonding letters, demonstrate technical capability through reference projects, and meet financial stability requirements. The contract duration extends for 540 consecutive calendar days including a 12-month guarantee period beyond substantial completion.
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
Part 1 Bid Form
| Pinellas County | ||||||
| Reclaimed Water MAR Well System | ||||||
| Unit Price Bid Form | ||||||
| PART I - RECHARGE WELL MAR-1 | ||||||
| Pay Item | Description | Unit | Est. QTY | Unit | ||
| Cost | Computed Total Price for Item | |||||
| I-1. | Mobilize and Demobilize All Equip. to the MAR-1 Well Site to Complete Drilling and Testing Activities for MAR-1, Complete, Including Drilling Pad and Four Water Table Monitoring Wells | LS | 1 | $ - 0 | ||
| I-2. | Set Pit Casing, Complete | LS | 1 | $ - 0 | ||
| I-3. | Drilling - Pilot Hole, Drill Nominal 8 to 12-¼ -Inch Dia. Pilot Hole Using Mud Rotary or Reverse-Air Drilling Techniques, Complete to Depth of: |
| a.170 feet (Mud Rotary) | FT | 170 | $ - 0 | |
| b. 1,250 feet (Reverse-air) | FT | 1080 | $ - 0 | |
| I-4. | Drilling - Reaming or Open Hole to Depth of: | |||
| a. 48-inch Diameter to 160 feet (Mud Rotary) | FT | 160 | $ - 0 | |
| b. 42-inch Diameter to 470 feet (Reverse-air) | FT | 310 | $ - 0 | |
| c. 32-inch Diameter up to 600 feet (Reverse-air) | FT | 130 | ||
| d. 24-inch Diameter up to 1,250 feet (Reverse-air) | FT | 650 | $ - 0 | |
| I-5. | Geophysical Logging - Furnish, Setup, Operate, and Remove all Equip. to Conduct Geophysical Logs in Accordance with Table 1 of Section 02679 on: |
| a. Pilot Hole to 170 feet | EA | 1 | $ - 0 | ||
| b. Reamed Hole to 160 feet | EA | 1 | $ - 0 | ||
| c. Pilot Hole to 500 feet | EA | 1 | $ - 0 | ||
| d. Reamed Hole to 470 feet | EA | 1 | $ - 0 | ||
| e. Pilot Hole to 1,250 feet | EA | 1 | $ - 0 | ||
| f. Reamed Hole to 600 feet | EA | 1 | $ - 0 | ||
| g. Completed Well to 1,250 feet | EA | 1 | $ - 0 | ||
| h. Temperature Log Following Each Cement Stage | EA | 3 | $ - 0 | ||
| j. Cement Bond log final casing | EA | 1 | $ - 0 | ||
| I-6. | Casing, Furnish and Install: | ||||
| a. 42-inch Dia. Carbon Steel | FT | 160 | $ - 0 | ||
| b. 32-inch Dia. Carbon Steel | FT | 470 | $ - 0 | ||
| c. 24-inch Dia. Carbon Steel | FT | 600 | $ - 0 | ||
| I-7. | Grout - Carbon Steel Casing from Bottom to Land Surface and Pilot Holes Prior to Reaming Using ASTM Type II Cement with up to 8% Bentonite Gel: | ||||
| Sacks | 4500 | $ - 0 | |||
| I-8. | Gravel - Furnish and Emplace Clean Gravel Used to Plug Cavities, Complete | FT3 | 100 | $ - 0 | |
| I-9. | Pressure Test 24-inch Dia. Casing - Successfully Complete Pressure Test on Casing Prior to Drilling Out Plug or with packer, Complete | ||||
| LS | 1 | $ - 0 | |||
| I-10. | Coring - During Pilot Hole or Open Hole Drilling, Provide 10-Foot Length, 4-Inch Diameter Cores at Selected Intervals, Complete | ||||
| Feet Recovered | 40 | $ - 0 | |||
| I-11. | Packer Test Setup - Furnish, Setup, Operate, and Remove all Equip. Necessary to Run Packer Pumping Test, Complete | ||||
| EA | 8 | $ - 0 | |||
| I-12. | Packer Test Pumping Time, Complete | HR | 80 | $ - 0 | |
| I-13. | Pumping Test Setup, Complete | LS | 1 | $ - 0 | |
| I-14. | Pumping Test Pumping Time, Complete | HR | 8 | $ - 0 | |
| I-15. | Injection Test Setup, Complete | LS | 1 | $ - 0 | |
| I-16. | Injection Test Pumping Time, Complete | HR | 8 | $ - 0 | |
| I-17. | Development, Complete | HR | 24 | $ - 0 | |
| I-18. | Temporary Wellhead - Complete Wellhead in accordance with the Drawings, Complete | ||||
| LS | 1 | $ - 0 | |||
| I-19. | Standby Time (Max. 12 hr/day) | HR | 40 | $ - 0 | |
| I-20. | Extra Work - Furnish Drilling Rig and Crew to Perform Extra Work Not Included in the Specifications When Directed by the GEOLOGIST, Complete | ||||
| HR | 40 | $ - 0 | |||
| I-21. | Water Sampling - Collect, Analyze, and Report Water Samples in Accordance with Section 02311 for: | $ - 0 | |||
| a. Water Table Monitoring Wells Weekly Compliance Samples | LS | 1 | $ - 0 | 25.8 | |
| b. Exhibit 1, List A | EA | 36 | $ - 0 | 36.3 | |
| c. Exhibit 1, List B | EA | 16 | $ - 0 | 2 x 8 off bottom packers | |
| d. Exhibit 1, List C | EA | 1 | $ - 0 | ||
| I-22. | Bridge Plug | EA | 2 | $ - 0 | |
| TOTAL PART I | $ - 0 |
Chesnut Park MAR Well System &D Bid Form Part I - Page &P of &N
Part 2 Bd Form
| PART II (OPTIONAL) - SHALLOW MONITOR WELL (MW-1) | ||||||
| Pay Item | Description | Unit | Est. QTY | Unit | ||
| Cost | Computed Total Price for Item | |||||
| II-1. | Mobilize and Demobilize All Equip. to the Well Site to complete Drilling and testing Activities for MW-1, Complete, Including Drilling Pad and Four Water Table Monitoring Wells | LS | 1 | $ - 0 | ||
| II-2. | Set Pit Casing, Complete | LS | 1 | $ - 0 | ||
| II-3. | Drilling - Pilot Hole, Drill Nominal 6 to 12-Inch Nominal Dia. Pilot Hole/Borehole Using Mud Rotary or Reverse-Air Drilling Techniques, Complete to Depth of: |
| a. 170 feet (Mud Rotary) | FT | 170 | $ - 0 | |
| b. 430 feet (Reverse-air) | FT | 260 | $ - 0 | |
| II-4. | Drilling - Reaming or Open Hole to Depth of: | |||
| a. 24-inch nominal Diameter to 160 feet (Mud Rotary) | FT | 160 | $ - 0 | |
| II-5. | Geophysical Logging - Furnish, Setup, Operate, and Remove all Equip. to Conduct Geophysical Logs in Accordance with Table 1 of Section 02679 on: |
| a. Pilot Hole to 170 feet | EA | 1 | $ - 0 | ||
| b. Reamed Hole to 160 feet | EA | 1 | $ - 0 | ||
| c. Borehole to 430 feet | EA | 1 | $ - 0 | ||
| d. Completed Well to 430 feet | EA | 1 | $ - 0 | ||
| II-6. | Casing, Furnish and Install: | ||||
| a. 16-inch Dia. Carbon Steel | FT | 160 | $ - 0 | ||
| b. 8-inch Dia. PVC SDR-17 | FT | 80 | $ - 0 | ||
| c. 6-inch Dia. PVC SDR-17 | FT | 320 | $ - 0 | ||
| II-7. | Grout - Carbon Steel Casing from Bottom to Land Surface and Pilot Holes Prior to Reaming Using ASTM Type II Cement with up to 8% Bentonite Gel: | ||||
| Sacks | 700 | $ - 0 | |||
| II-8. | Gravel - Furnish and Emplace Clean Gravel Used to Plug Cavities, Complete | FT3 | 100 | $ - 0 | |
| II-9. | Development, Complete | HR | 24 | $ - 0 | |
| II-10. | Temporary Wellhead - Complete Wellhead in accordance with the Drawings, Complete | ||||
| LS | 1 | $ - 0 | |||
| II-11. | Standby Time (Max. 12 hr/day) | HR | 12 | $ - 0 | |
| II-12. | Extra Work - Furnish Drilling Rig and Crew to Perform Extra Work Not Included in the Specifications When Directed by the ENGINEER, Complete | ||||
| HR | 12 | $ - 0 | |||
| II-13. | Water Sampling - Collect, Analyze, and Report Water Samples in Accordance with Section 02311 for: | $ - 0 | |||
| a. Water Table Monitoring Wells Weekly Compliance Samples | LS | 1 | $ - 0 | 12.9 | |
| b. Exhibit 1, List C | EA | 1 | $ - 0 | ||
| II-14. | Packer Test Setup (if Required) - Furnish, Setup, Operate, and Remove all Equip. Necessary to Run Packer Pumping Test, Complete | ||||
| EA | 2 | $ - 0 | |||
| II-15. | Packer Test Pumping Time, Complete | HR | 10 | $ - 0 | |
| TOTAL PART II | $ - 0 |
&D Bid Form Part II - Page &P of &N
Summary of Bid Form
| SUMMARY OF BID | |
| Total Part I – Recharge Well (MAR-1) Completion | $ |
| Total Part II (OPTIONAL) – Monitor Well (MW-1) | $ |
| Total (Part I and Part II) | $ - 0 |
| Total Parts with Contingency | $ - 0 |
| TIME OF SUBSTANTIAL COMPLETION (Parts I, II): 365 CALENDAR DAYS |
Internal notes
&D Bid Form Summary of Bid - Page &P of &N cement vol
| Casing (inches) | Cu ft/ft | gal/ft | annulus vol cf/ft | linear feet |
| 47.25 | 12.17 | 91.0 | ||
| 42 | 9.62 | 71.9 | ||
| 41.25 | 9.28 | 69.4 | ||
| 32 | 5.58 | 41.8 | ||
| 31.25 | 5.32 | 39.8 | ||
| 24 | 3.14 | 23.5 | ||
| 21.25 | 2.46 | 18.4 | ||
| 16 | 1.40 | 10.4 | ||
| 15.25 | 1.27 | 9.5 | ||
| 8.625 | 0.41 | 3.0 | 242.670484375 | |
| 6.625 | 0.24 | 1.8 | 930.6446206597 | |
| 12.25 | 0.82 | 6.1 | 1173.3151050347 | 23.4663021007 |
| RW-1 | ft csg or pilot hole | cf ft | total | add 20% | total | sacks (neat) |
| 32'' to 160' | 160 | 2.55 | 409 | 490 | ||
| 32'' to 470' | 470 | 3.694 | 1736 | 2604 |
james larkin: james larkin:
30% overage 24'' to 600 600 2.184 1310 1965 james larkin: james larkin:
30% overage pilot hole 8% Ocala 130 0.82 106 160 5219 4349
| RZMW-1 | ||||
| 12" to 160' | 160 | 1.066 | 171 | 205 |
| 8" to 80' | 80 | 0.862 | 69 | 103 |
| 6" 80' to 600' | 320 | 1.029 | 329 | 494 |
james larkin: james larkin:
30% overage 802 668
Sheet3
Sheet2
File details come from the government source that posted it. Updated .