Pricing_Proposal26-0046(reference_only).pdf

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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 an Invitation to Bid - Construction (ITB-C) #26-0046-ITB-C for the Chesnut Park Managed Aquifer Recharge Well Drilling and Completion of Subsurface Testing project. The bid covers the detailed drilling and testing activities for two wells: Recharge Well MAR-1 and Shallow Monitor Well MW-1. The scope of work includes mobilization, demobilization, drilling pilot holes and reamed holes at various diameters and depths (ranging from 170 to 1,250 feet), geophysical logging, casing installation, grouting, development, water sampling, and various testing procedures such as packer tests and pumping tests.

The pricing proposal is structured with line-item descriptions, quantities, units of measure, and spaces for unit costs and total costs. The bid breaks down activities for each well separately, with itemized tasks including drilling techniques (mud rotary and reverse-air), casing installation, geophysical logging, water table monitoring, and additional services like standby time and extra work. The document provides a comprehensive breakdown of expected tasks and potential variations, allowing bidders to provide detailed and precise cost estimates for the complex groundwater infrastructure project.

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Invitation to Bid - Construction (ITB-C) #26-0046-ITB-C Title: Chesnut Park Managed Aquifer Recharge Well Drilling And Completion Of Subsurface Testing

9. Pricing Proposal

RECHARGE WELL MAR-1

Line Item Description Quantity Unit of

Measure Unit Cost Total

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

1 LS

2 Set Pit Casing, Complete 1 LS

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:

0 N/A

3a a.170 feet (Mud Rotary) 170 FT

3b b. 1,250 feet (Reverse-air) 1,080 FT

4 Drilling - Reaming or Open Hole to

Depth of:

0 N/A

4a a. 48-inch Diameter to 160 feet (Mud

Rotary)

160 FT

4b b. 42-inch Diameter to 470 feet

(Reverse-air)

310 FT

4c c. 32-inch Diameter up to 600 feet

(Reverse-air)

130 FT

4d d. 24-inch Diameter up to 1,250 feet

(Reverse-air)

650 FT

5 Geophysical Logging - Furnish, Setup, Operate, and Remove all Equip. to

Conduct Geophysical Logs in

Accordance with Table 1 of Section

02679 on:

0 N/A

5a a. Pilot Hole to 170 feet 1 EA

Line Item Description Quantity Unit of

Measure Unit Cost Total

5b b. Reamed Hole to 160 feet 1 EA

5c c. Pilot Hole to 500 feet 1 EA

5d d. Reamed Hole to 470 feet 1 EA

5e e. Pilot Hole to 1,250 feet 1 EA

5f f. Reamed Hole to 600 feet 1 EA

5g g. Completed Well to 1,250 feet 1 EA

5h h. Temperature Log Following Each

Cement Stage

3 EA

5j j. Cement Bond log final casing 1 EA

6 Casing, Furnish and Install: 0 N/A

6a a. 42-inch Dia. Carbon Steel 160 FT

6b b. 32-inch Dia. Carbon Steel 470 FT

6c c. 24-inch Dia. Carbon Steel 600 FT

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:

4,500 Sacks

8 Gravel - Furnish and Emplace Clean

Gravel Used to Plug Cavities, Complete

100 FT3

9 Pressure Test 24-inch Dia. Casing -

Successfully Complete Pressure Test on Casing Prior to Drilling Out Plug or with packer, Complete

1 LS

Unit Cost Total

10 Coring - During Pilot Hole or Open

Hole Drilling, Provide 10-Foot Length, 4-Inch Diameter Cores at Selected

Intervals, Complete

40 Feet

Recovered

11 Packer Test Setup - Furnish, Setup, Operate, and Remove all Equip.

Necessary to Run Packer Pumping

Test, Complete

8 EA

12 Packer Test Pumping Time, Complete 80 HR

13 Pumping Test Setup, Complete 1 LS

14 Pumping Test Pumping Time, Complete

8 HR

15 Injection Test Setup, Complete 1 LS

16 Injection Test Pumping Time, Complete

8 HR

17 Development, Complete 24 HR

18 Temporary Wellhead - Complete

Wellhead in accordance with the

Drawings, Complete

1 LS

19 Standby Time (Max. 12 hr/day) 40 HR

20 Extra Work - Furnish Drilling Rig and

Crew to Perform Extra Work Not

Included in the Specifications When

Directed by the GEOLOGIST, Complete

40 HR

21 Water Sampling - Collect, Analyze, and Report Water Samples in

Accordance with Section 02311 for:

0 N/A

21a a. Water Table Monitoring Wells

Weekly Compliance Samples

1 LS

21b b. Exhibit 1, List A 36 EA

Unit Cost Total

21c c. Exhibit 1, List B 16 EA

21d d. Exhibit 1, List C 1 EA

22 Bridge Plug 2 EA

TOTAL

SHALLOW MONITOR WELL (MW-1)

Measure Unit Cost Total

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

1 LS

2 Set Pit Casing, Complete 1 LS

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:

0 N/A

3a a. 170 feet (Mud Rotary) 170 FT

2b b. 430 feet (Reverse-air) 260 FT

4 Drilling - Reaming or Open Hole to

Depth of:

0 N/A

4a a. 24-inch nominal Diameter to 160 feet (Mud Rotary)

160 FT

5 Geophysical Logging - Furnish, Setup, Operate, and Remove all Equip. to

Conduct Geophysical Logs in

Accordance with Table 1 of Section

02679 on:

Unit Cost Total

5a a. Pilot Hole to 170 feet 1 EA

5b b. Reamed Hole to 160 feet 1 EA

5c c. Borehole to 430 feet 1 EA

5d d. Completed Well to 430 feet 1 EA

6 Casing, Furnish and Install: 0 N/A

6a a. 16-inch Dia. Carbon Steel 160 FT

6b b. 8-inch Dia. PVC SDR-17 80 FT

6c c. 6-inch Dia. PVC SDR-17 320 FT

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:

700 Sacks

8 Gravel - Furnish and Emplace Clean

Gravel Used to Plug Cavities, Complete

100 FT3

9 Development, Complete 24 HR

10 Temporary Wellhead - Complete

Wellhead in accordance with the

Drawings, Complete

1 LS

11 Standby Time (Max. 12 hr/day) 12 HR

12 Extra Work - Furnish Drilling Rig and

Crew to Perform Extra Work Not

Included in the Specifications When

Directed by the ENGINEER, Complete

12 HR

13 Water Sampling - Collect, Analyze, and Report Water Samples in

Accordance with Section 02311 for:

Unit Cost Total

13a a. Water Table Monitoring Wells

Weekly Compliance Samples

1 LS

13b b. Exhibit 1, List C 1 EA

14 Packer Test Setup (if Required) -

Furnish, Setup, Operate, and Remove all Equip. Necessary to Run Packer

Pumping Test, Complete

2 EA

15 Packer Test Pumping Time, Complete 10 HR

TOTAL

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