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
The document is a Bid Form for the Pinellas County Reclaimed Water Managed Aquifer Recharge (MAR) Well System project in Florida. The bid form covers two primary parts: Part I for a Recharge Well (MAR-1) and Part II for an Optional Shallow Monitor Well (MW-1). The project involves drilling and completing subsurface testing wells, with the MAR-1 well proposed to have 24-inch steel casing extending to approximately 600 feet below land surface and an open hole up to 1,250 feet into the Avon Park Formation. The optional MW-1 well will be a 6-inch diameter monitor well completed with PVC casing to about 400 feet below land surface. The total project duration is set at 365 calendar days.
The bid form provides a detailed unit price schedule with numerous line items covering activities such as mobilization, drilling, casing installation, geophysical logging, grouting, testing, water sampling, and development. While no specific pricing is filled in on the form, it includes estimated quantities for each task, allowing bidders to calculate total project costs. The project appears to be funded through Pinellas County and involves specialized hydrogeological testing and monitoring, with specific technical requirements for well construction in the Avon Park high-permeability zone. The optional nature of the MW-1 well suggests it will be constructed based on Florida Department of Environmental Protection (FDEP) requirements and hydrogeologic conditions encountered during the MAR-1 drilling.
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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
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File details come from the government source that posted it. Updated .