DIVISION 1

GENERAL REQUIREMENTS

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April 2026

SECTION 01200

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SCOPE OF WORK

A. This Section covers methods of measurement and payment for items of Work under this Contract.

B. The total Contract Price shall cover all Work required by the Contract

Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, and tools and performing all necessary labor and supervision to fully complete the Work shall be included in the unit price and lump-sum Bid prices. All Work not specifically set forth as a pay item in the Bid Form or Bid Schedule shall be considered a subsidiary/ ancillary obligation of the Contractor and all costs in connection with these subsidiary/ancillary obligations shall be included in the Bid(s) to provide a complete and functional Project.

1.02 WARRANTIES

A. Warranties shall be in accordance with the Contract Documents.

1.03 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in the Contract

Documents for storing and protecting the items specified in this Section.

1.04 EXCAVATION, TRENCHING, AND CLEARING

A. Except where otherwise specified, the unit price or lump-sum price bid for each item of Work which involves excavating, trenching, clearing, grubbing, or disposal of cleared and grubbed materials shall include all costs for such Work.

No direct payment shall be made for clearing, grubbing, disposal of cleared or grubbed materials, excavating, trenching, disposal of surplus excavated material, handling water (and groundwater), and purchasing and hauling of required fill material. All excavating and trenching shall be unclassified as to materials that may be encountered; in addition, trenches shall be unclassified as to depth unless otherwise stated.

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1.05 LUMP SUM

A. For lump-sum items, payments shall be made to the Contractor in accordance with an accepted Progress Schedule of Values on the basis of actual Work completed and accepted by the Owner at the final completion of the Project.

1.06 UNIT PRICE

A. For unit-price items, payment shall be made based on the actual amount of Work accepted by the Owner and for the actual amount of materials in place at the final completion of the Project as confirmed by the final measurements.

B. After the Work is completed and before final payment is made, the Engineer will make final measurements with all required assistance from the Contractor to determine the quantities of various items of Work accepted as the basis for the final unit price payment.

1.07 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of unit price work not requiring a Change

Order(s) as herein provided for are ordered and performed, the Contractor shall accept payment in full at the Contract unit price multiplied by the actual quantities of Work constructed and accepted by the Owner at the completion of the project.

B. The actual percentage of each lump-sum Bid Item completed by the Contractor and accepted by the Owner at the final completion of the Project will be paid to the Contractor.

1.08 DELETED ITEMS

A. If any items contained in the Bid Schedule(s) are found unnecessary for the proper completion of the Work contracted, the Engineer may eliminate such items from the Contract. This action shall in no way invalidate the Contract and no financial allowance or compensating payment for expected profit, overhead, etc., will be made for items so eliminated in making final payment to the Contractor.

1.09 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the Work progresses. Partial payment shall be made subject to the provisions of the Contract Documents.

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1.10 PAYMENT FOR STORED MATERIAL DELIVERED TO THE PROJECT

A. When requested by the Contractor and at the discretion of the Owner, payment may be made for all or part of the value of acceptable materials and equipment to be incorporated into Bid Items that have not been used and that have been delivered to the construction site or placed in storage places acceptable to the

Owner. The Contractor shall provide receipts for all stored material items requested for reimbursement that clearly identify the stored material item, where it is to be constructed, the unit cost of the item, the total cost of the delivered item(s), the quantity of the item, the brand name of the item, and the supplier.

Additional documentation requirements and storage requirements are within the

Contract Documents that must also be met before the Contractor can be reimbursed for these stored materials.

B. No payment shall be made for fuels, supplies, installation or connection hardware, lumber, false work, or other similar materials or on temporary structures or other work (items) of any kind that are not a permanent part of the Contract. Items having a value of less than $2,500 shall not be compensated for as a stored material item.

1.11 FINAL PAYMENT

A. If requested by the Engineer, the Contractor shall field verify all quantities in dispute by using visual observation, taped measurements, or other methods designated by the Engineer. The field verification shall be made in the presence of the Engineer and agreed to by the Engineer and the Contractor. The Engineer will prepare a final adjusting Change Order, which will adjust the final quantities of the project Bid Schedule to reflect the actual Work accepted by the Owner and for which the Contractor will be compensated.

1.12 SCHEDULE OF VALUES

A. A Schedule of Values for the lump-sum Bid Items and some of the unit-price Bid

Items as required by the Engineer shall be submitted and accepted before the first pay request is approved by the Engineer. The Schedule of Values shall be based on the prices bid in the Bid Schedule(s). Prices bid in the Bid Schedule(s) cannot be changed in the Schedule of Values; they can only be broken down into more detail so that the Engineer can more accurately review and approve the

Contractor’s pay application for the completed Work.

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1.13 MISCELLANEOUS CONSTRUCTION ITEMS

A. The Contractor shall take all precautions necessary to protect existing utilities, roads, and miscellaneous items from damage during construction.

B. The Contractor shall repair, relocate, or replace existing utilities, roadways, and miscellaneous items to pre-construction conditions.

C. All repairs, relocations, and replacements necessary are considered incidental to the Work and will be at the Contractor’s cost with no cost to the Owner.

D. The unit-price Bid Items and lump-sum Bid Items for all pipe items shall constitute full compensation for furnishing, laying, jointing, and testing of pipe;

dewatering; excavating and backfilling; and cleanup. All pipe is to be paid for per linear foot in the Bid Schedule.

PART 2 PAY ITEM DESCRIPTIONS

2.01 BID

The descriptions provided in the following Paragraphs are to be used by the Bidder in preparing the Bid Schedule(s). They generally indicate how the major Workscope items and their respective costs are to be separated into the line items listed in the Bid Schedule(s). These descriptions are not fully representative nor all-inclusive of the Work required to complete the

Project in accordance with the Contract Documents. It is the Bidder's responsibility to include all required costs within the most appropriate line item(s).

BASE BID – MARION OAKS #4 AND SUMMERGLEN WATER TREATMENT PLANTS

POTABLE WELLS CONSTRUCTION

Item I-1. Mobilization/Demobilization to Well Sites (not to exceed 12% of the Base Bid)—

This Item shall include and cover the costs for performing construction and preparatory and overhead operations, including but not limited to moving personnel and equipment to and from the sites and providing sanitary facilities, project administration and management, insurance, bonds, Owner and Engineer indemnification, temporary utilities, permits related to construction, and all other similar activities and facilities necessary for executing this Project. This Item shall not exceed 12% of the Base Bid amount. The Contractor will be paid 50% of this Item on first payment request on completing mobilization and then 10% per month until 80% is reached and the 20% balance on demobilization.

Item II-1. Marion Oaks #4 Replacement Well Construction (Well MO4C): Underreaming, Grouting, and Surface Annular Seal—The Contractor shall furnish all labor, materials, equipment, and services for underreaming, grouting, and preparing the surface annular seal described in Section 02520, Water Supply Well Construction, Table 1, Item 5, including

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underreaming the last 5 feet of the hole for the casing seat, grouting the enlarged hole, seating the casing, and sealing the uppermost 20 feet of casing with no less than a 2-inch nominal thickness of cement grout in accordance with the Contract Documents. The Contractor will be paid on a lump-sum basis on completion.

Item II-2. Marion Oaks #4 Replacement Well Construction (Well MO4C): 8- to 12-Inch-

Diameter Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for drilling and backfilling the 8- to 12-inch-diameter pilot hole in accordance with the Contract

Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 2.

The Contractor will be paid for each linear foot of the 8-to 12-inch-diameter pilot hole drilled.

The Field Water Quality Testing described in Section 02520, Water Supply Well Construction, Table 2, Item 1, shall start where water circulation can be established below the level that the first competent limestone is encountered, estimated at 50 feet below land surface (bls), and advance to the target depth of approximately 275 feet bls for this well. Payment for the Field

Water Quality Testing, Formation Sample Collection, and Rossum Sand Testing during drilling described in Section 02520, Water Supply Well Construction, will be included in the unit price per foot. Drilling depths and casing depths are estimates only. The actual depths of these items shall be determined in the field by the Engineer. Unit costs for these items shall remain the same regardless of the actual depths or quantities used.

Item II-3. Marion Oaks #4 Replacement Well Construction (Well MO4C): Geophysical

Logging of 8- to 12-Inch-Diameter Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs in the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply

Well Construction, Table 2, Item 4, including but not limited to test pumping and providing all information identified in the Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer approval of the geophysical log information.

Item II-4. Marion Oaks #4 Replacement Well Construction (Well MO4C): Install 16-Inch-

Diameter Final Casing—The Contractor shall furnish all labor, materials, equipment, and services for installing the 16-inch-diameter well casing (estimated at a total depth of 175 feet bls) in accordance with the Contract Documents and as described in Section 02520, Water Supply

Well Construction, Table 1, Item 3. The Contractor will be paid for each linear foot of final casing installed.

Item II-5. Marion Oaks #4 Replacement Well Construction (Well MO4C): Reaming of Open

Borehole—The Contractor shall furnish all labor, materials, equipment, and services for reaming the 16-inch-diameter nominal open borehole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 1. Payment will be made at the unit price per foot drilled in accordance with the Bid Form.

Item II-6. Marion Oaks #4 Replacement Well Construction (Well MO4C): Geophysical

Logging of 16-Inch-Diameter Casing and Open Borehole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs of the 16-inch-

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diameter final casing and open borehole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 4, including but not limited to pumping for water clarity, recoding color video, and providing all information identified in the Contract Documents. The Contractor will be paid the lump sum after receipt and

Engineer approval of the video log.

Item II-7. Marion Oaks #4 Replacement Well Construction (Well MO4C): Temporary

Discharge Piping—After completing the test well, the Contractor shall furnish all labor, materials, equipment, and services necessary for installing temporary discharge piping for the well development and aquifer performance testing and then removing the piping after successful completion and acceptance of testing in accordance with the Contract Documents. The minimum required pipe length is 500 feet as identified in the Contract Documents. The basis of bid is

500 feet. Payment will be made at the unit price per foot in accordance with the Bid Form.

Item II-8. Marion Oaks #4 Replacement Well Construction (Well MO4C): Well

Development—After completing the test well and installing the discharge piping, the Contractor shall furnish all labor, materials, equipment, and services necessary for developing the production well by pumping in accordance with the Contract Documents. This Item includes but is not limited to furnishing and setting up the well test pump. Payment will be made at the unit price per hour pumped in accordance with the Bid Form.

Item II-9. Marion Oaks #4 Replacement Well Construction (Well MO4C): Aquifer Performance

Testing—After completing the well development, the Contractor shall furnish all labor, materials, equipment, and services necessary for performing aquifer testing on the developed production well by pumping in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 6. This Item includes but is not limited to furnishing and removing the well test pump. The Contractor will be paid the lump sum after receipt and Engineer approval of the aquifer performance testing results.

Item II-10. Marion Oaks #4 Replacement Well Construction (Well MO4C): Plumbness and

Alignment Testing—The Contractor shall furnish all labor, materials, equipment, and services for performing the plumbness and alignment testing in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 5. The

Contractor will be paid the lump sum after receipt and Engineer approval of the plumbness and alignment testing results.

Item II-11. Marion Oaks #4 Replacement Well Construction (Well MO4C): Laboratory Water

Quality Testing—The Contractor shall furnish all labor, materials, equipment, and services necessary for performing the laboratory water-quality testing during drilling the pilot hole as described in Section 02520, Water Supply Well Construction, Table 2, Item 2, and in accordance with the Contract Documents. The Contractor will be paid per sample tested after receipt and

Engineer approval of the water-quality testing results. The basis for bid is five samples. The

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preferred testing laboratory is Aqua Pure Water & Sewage Service LLC, Ocala, Florida,

(352) 355-2383.

Item II-12. Marion Oaks #4 Replacement Well Construction (Well MO4C): Final Water Quality

Testing—The Contractor shall furnish all labor, materials, equipment, and services necessary for performing the final water-quality testing described in Section 02520, Water Supply Well

Construction, Table 2, Item 3, during the aquifer performance testing in accordance with the

Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer approval of the water-quality testing results. The preferred testing laboratory is Aqua Pure

Water & Sewage Service LLC, Ocala, Florida, (352) 355-2383.

Item III-1. Marion Oaks #4 Backup Well Construction (Well MO4D): Underreaming, Grouting, and Surface Annular Seal—The Contractor shall furnish all labor, materials, equipment, and services for underreaming, grouting, and preparing the surface annular seal described in

Section 02520, Water Supply Well Construction, Table 1, Item 5, including underreaming the last 5 feet of the hole for the casing seat, grouting the enlarged hole, seating the casing, and sealing the uppermost 20 feet of casing with no less than a 2-inch nominal thickness of cement grout in accordance with the Contract Documents. The Contractor will be paid on a lump-sum basis on completion.

Item III-2. Marion Oaks #4 Backup Well Construction (Well MO4D): 8- to 12-Inch-Diameter

Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for drilling and backfilling the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 2. The

Contractor will be paid for each linear foot of the 8- to 12-inch-diameter pilot hole drilled. The

Field Water Quality Testing described in Section 02520, Water Supply Well Construction, Table 2, Item 1, shall start where water circulation can be established below the level that the first competent limestone is encountered, estimated at 50 feet bls, and advance to the target depth of approximately 275 feet bls for this well. Payment for the Field Water Quality Testing, Formation Sample Collection, and Rossum Sand Testing during drilling described in

Section 02520, Water Supply Well Construction, will be included in the unit price per foot.

Drilling depths and casing depths are estimates only. The actual depths of these items shall be determined in the field by the Engineer. Unit costs for these items shall remain the same

Item III-3. Marion Oaks #4 Backup Well Construction (Well MO4D): Geophysical Logging of

8- to 12-Inch-Diameter Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs in the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well

Construction, Table 2, Item 4, including but not limited to test pumping and providing all

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Item III-4. Marion Oaks #4 Backup Well Construction (Well MO4D): Install 16-Inch-Diameter

Final Casing—The Contractor shall furnish all labor, materials, equipment, and services for installing the 16-inch-diameter well casing (estimated at a total depth of 175 feet bls) in accordance with the Contract Documents and as described in Section 02520, Water Supply Well

Construction, Table 1, Item 3. The Contractor will be paid for each linear foot of final casing installed.

Item III-5. Marion Oaks #4 Backup Well Construction (Well MO4D): Reaming of Open the 16-inch-diameter nominal open borehole in accordance with the Contract Documents and as

Item III-6. Marion Oaks #4 Backup Well Construction (Well MO4D): Geophysical Logging of

16-Inch-Diameter Casing and Open Borehole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs of the 16-inch-diameter final casing and open borehole in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 4, including but not limited to pumping for water clarity, recoding color video, and providing all information identified in the

Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer approval of the video log.

Item III-7. Marion Oaks #4 Backup Well Construction (Well MO4D): Temporary Discharge

Piping—After completing the test well, the Contractor shall furnish all labor, materials, equipment, and services necessary for installing temporary discharge piping for the well development and aquifer performance testing and then removing the piping after successful completion and acceptance of testing in accordance with the Contract Documents. The minimum

Item III-8. Marion Oaks #4 Backup Well Construction (Well MO4D): Well Development—

After completing the test well and installing the discharge piping, the Contractor shall furnish all labor, materials, equipment, and services necessary for developing the production well by pumping in accordance with the Contract Documents. This Item includes but is not limited to furnishing and setting up the well test pump. Payment will be made at the unit price per hour pumped in accordance with the Bid Form.

Item III-9. Marion Oaks #4 Backup Well Construction (Well MO4D): Aquifer Performance materials, equipment, and services necessary for performing aquifer testing on the developed production well by pumping in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 6. This Item includes but is not

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Item III-10. Marion Oaks #4 Backup Well Construction (Well MO4D): Plumbness and for performing the plumbness and alignment testing in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 5. The

Item III-11. Marion Oaks #4 Backup Well Construction (Well MO4D): Laboratory Water

Quality Testing—The Contractor shall furnish all labor, materials, equipment, and services necessary to perform the laboratory water-quality testing during drilling the pilot hole as described in Section 02520, Water Supply Well Construction, Table 2, Item 2, and in accordance with the Contract Documents. The Contractor will be paid per sample tested after receipt and

Engineer approval of the water-quality testing results. The basis for bid is five samples. The preferred testing laboratory is Aqua Pure Water & Sewage Service LLC, Ocala, Florida, (352)

355-2383.

Item III-12. Marion Oaks #4 Backup Well Construction (Well MO4D): Final Water Quality

Testing—The Contractor shall furnish all labor, materials, equipment, and services necessary to perform the final water quality testing described in Section 02520, Water Supply Well

Construction, Table 2, Item 3, during the aquifer performance testing in accordance with the

Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer

Item IV-1. Summerglen Replacement Well Construction (Well SG4): Underreaming, Grouting, and Surface Annular Seal—The Contractor shall furnish all labor, materials, equipment, and services for underreaming, grouting, and preparing the surface annular seal described in

Section 02520, Water Supply Well Construction, Table 1, Item 5, including underreaming the last 5 feet of the hole for the casing seat, grouting the enlarged hole, seating the casing, and sealing the uppermost 20 feet of casing with no less than a 2-inch nominal thickness of cement grout in accordance with the Contract Documents. The Contractor will be paid on a lump-sum basis on completion.

Item IV-2. Summerglen Replacement Well Construction (Well SG4): 8- to 12-Inch-Diameter

Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for drilling and backfilling the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 2. The

Contractor will be paid for each linear foot of the 8-to 12-inch-diameter pilot hole drilled. The

Field Water Quality Testing described in Section 02520, Water Supply Well Construction, Table 2, Item 1, shall start where water circulation can be established below the level that the first competent limestone is encountered, estimated at 50 feet bls, and advance to the target depth

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of approximately 300 feet bls for this well. Payment for the Field Water Quality Testing, Formation Sample Collection, and Rossum Sand Testing during drilling described in

Section 02520, Water Supply Well Construction, will be included in the unit price per foot.

Drilling depths and casing depths are estimates only. The actual depths of these items shall be determined in the field by the Engineer. Unit costs for these items shall remain the same

Item IV-3. Summerglen Replacement Well Construction (Well SG4): Geophysical Logging of

8- to 12-Inch-Diameter Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs in the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well

Construction, Table 2, Item 4, including but not limited to test pumping and providing all

Item IV-4. Summerglen Replacement Well Construction (Well SG4): Install 16-Inch-Diameter

Final Casing—The Contractor shall furnish all labor, materials, equipment, and services for installing the 16-inch-diameter well casing (estimated at a total depth of 175 feet bls) in accordance with the Contract Documents and as described in Section 02520, Water Supply Well

Construction, Table 1, Item 3. The Contractor will be paid for each linear foot of final casing installed.

Item IV-5. Summerglen Replacement Well Construction (Well SG4): Reaming of Open the 16-inch-diameter nominal open borehole in accordance with the Contract Documents and as

Item IV-6. Summerglen Replacement Well Construction (Well SG4): Geophysical Logging of equipment, and services for performing geophysical logs of the 16-inch-diameter final casing and open borehole in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 4, including but not limited to pumping for water clarity, recoding color video, and providing all information identified in the

Item IV-7. Summerglen Replacement Well Construction (Well SG4): Temporary Discharge

Piping—After completing the test well, the Contractor shall furnish all labor, materials, equipment, and services necessary for installing temporary discharge piping for the well development and aquifer performance testing and then removing the piping after successful completion and acceptance of testing in accordance with the Contract Documents. The minimum

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Item IV-8. Summerglen Replacement Well Construction (Well SG4): Well Development—After completing the test well and installing the discharge piping, the Contractor shall furnish all labor, materials, equipment, and services necessary for developing the production well by pumping in accordance with the Contract Documents. This Item includes but is not limited to furnishing and setting up the well test pump. Payment will be made at the unit price per hour pumped in accordance with the Bid Form.

Item IV-9. Summerglen Replacement Well Construction (Well SG4): Aquifer Performance materials, equipment, and services necessary for performing aquifer testing on the developed production well by pumping in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 6. This Item includes but is not

Item IV-10. Summerglen Replacement Well Construction (Well SG4): Plumbness and for performing the plumbness and alignment testing in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 5. The

Item IV-11. Summerglen Replacement Well Construction (Well SG4): Laboratory Water Quality performing the laboratory water-quality testing during drilling the pilot hole as described in

Section 02520, Water Supply Well Construction, Table 2, Item 2, in accordance with the

Contract Documents. The Contractor will be paid per sample tested after receipt and Engineer approval of the water quality testing results. The basis for bid is five samples. The preferred testing laboratory is Aqua Pure Water & Sewage Service LLC, Ocala, Florida, (352) 355-2383.

Item IV-12. Summerglen Replacement Well Construction (Well SG4): Final Water Quality

Testing—The Contractor shall furnish all labor, materials, equipment, and services necessary to perform the final water quality testing described in Section 02520, Water Supply Well

Construction, Table 2, Item 3, during the aquifer performance testing in accordance with the

Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer approval of the water quality testing results. The preferred testing laboratory is Aqua Pure

Item V-1. Summerglen Backup Well Construction (Well SG5): Underreaming, Grouting, and

Surface Annular Seal—The Contractor shall furnish all labor, materials, equipment, and services for underreaming, grouting, and preparing the surface annular seal described in Section 02520, Water Supply Well Construction, Table 1, Item 5, including underreaming the last 5 feet of the hole for the casing seat, grouting the enlarged hole, seating the casing, and sealing the uppermost

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20 feet of casing with no less than a 2-inch nominal thickness of cement grout in accordance with the Contract Documents. The Contractor will be paid on a lump-sum basis on completion.

Item V-2. Summerglen Backup Well Construction (Well SG5): 8- to 12-Inch-Diameter Pilot

Hole—The Contractor shall furnish all labor, materials, equipment, and services for drilling and backfilling the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 2. The Contractor will be paid for each linear foot of the 8-to 12-inch-diameter pilot hole drilled. The Field Water

Quality Testing described in Section 02520, Water Supply Well Construction, Table 2, Item 1, shall start where water circulation can be established below the level that the first competent limestone is encountered, estimated at 50 feet bls, and advance to the target depth of approximately 300 feet bls for this well. Payment for the Field Water Quality Testing, Formation

Sample Collection, and Rossum Sand Testing during drilling described in Section 02520, Water

Supply Well Construction, will be included in the unit price per foot. Drilling depths and casing depths are estimates only. The actual depths of these items shall be determined in the field by the

Engineer. Unit costs for these items shall remain the same regardless of the actual depths or quantities used.

Item V-3. Summerglen Backup Well Construction (Well SG5): Geophysical Logging of 8- to

12-Inch-Diameter Pilot Hole—The Contractor shall furnish all labor, materials, equipment, and services for performing geophysical logs in the 8- to 12-inch-diameter pilot hole in accordance with the Contract Documents and as described in Section 02520, Water Supply Well

Construction, Table 2, Item 4, including but not limited to test pumping and providing all

Item V-4. Summerglen Backup Well Construction (Well SG5): Install 16-Inch-Diameter Final

Casing—The Contractor shall furnish all labor, materials, equipment, and services for installing the 16-inch-diameter well casing (estimated at a total depth of 175 feet bls) in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 1, Item 3. The Contractor will be paid for each linear foot of final casing installed.

Item V-5. Summerglen Backup Well Construction (Well SG5): Reaming of Open Borehole—

The Contractor shall furnish all labor, materials, equipment, and services for reaming the

16-inch-diameter nominal open borehole in accordance with the Contract Documents and as

Item V-6. Summerglen Backup Well Construction (Well SG5): Geophysical Logging of equipment, and services for performing geophysical logs of the 16-inch-diameter final casing and open borehole in accordance with the Contract Documents and as described in

Section 02520, Water Supply Well Construction, Table 2, Item 4, including but not limited to pumping for water clarity, recoding color video, and providing all information identified in the

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Item V-7. Summerglen Backup Well Construction (Well SG5): Temporary Discharge Piping—

After completing the test well, the Contractor shall furnish all labor, materials, equipment, and services necessary for installing temporary discharge piping for the well development and aquifer performance testing and then removing the piping after successful completion and acceptance of testing in accordance with the Contract Documents. The minimum required pipe length is 500 feet as identified in the Contract Documents. The basis of bid is 500 feet. Payment will be made at the unit price per foot in accordance with the Bid Form.

Item V-8. Summerglen Backup Well Construction (Well SG5): Well Development—After completing the test well and installing the discharge piping, the Contractor shall furnish all labor, materials, equipment, and services necessary for developing the production well by pumping in accordance with the Contract Documents. This Item includes but is not limited to furnishing and setting up the well test pump. Payment will be made at the unit price per hour pumped in accordance with the Bid Form.

Item V-9. Summerglen Backup Well Construction (Well SG5): Aquifer Performance Testing—

After completing the well development, the Contractor shall furnish all labor, materials, equipment, and services necessary for performing aquifer testing on the developed production well by pumping in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 6. This Item includes but is not limited to furnishing and removing the well test pump. The Contractor will be paid the lump sum after receipt and Engineer approval of the aquifer performance testing results.

Item V-10. Summerglen Backup Well Construction (Well SG5): Plumbness and Alignment

Testing—The Contractor shall furnish all labor, materials, equipment, and services for performing the plumbness and alignment testing in accordance with the Contract Documents and as described in Section 02520, Water Supply Well Construction, Table 2, Item 5. The Contractor will be paid the lump sum after receipt and Engineer approval of the plumbness and alignment testing results.

Item V-11. Summerglen Backup Well Construction (Well SG5): Laboratory Water Quality performing the laboratory water-quality testing during drilling the pilot hole as described in

Section 02520, Water Supply Well Construction, Table 2, Item 2, and in accordance with the

Contract Documents. The Contractor will be paid per sample tested after receipt and Engineer approval of the water-quality testing results. The basis for bid is five samples. The preferred testing laboratory is Aqua Pure Water & Sewage Service LLC, Ocala, Florida, (352) 355-2383.

Item V-12. Summerglen Backup Well Construction (Well SG5): Final Water Quality Testing—

The Contractor shall furnish all labor, materials, equipment, and services necessary for performing the final water-quality testing described in Section 02520, Water Supply Well

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Construction, Table 2, Item 3, during the aquifer performance testing in accordance with the

Contract Documents. The Contractor will be paid the lump sum after receipt and Engineer

Item VI-1. Cavity Plugging or Well Abandonment (Do Not Include in Base Bid Amount)—The

Contractor shall furnish all labor, materials, equipment, and services for installing clean gravel or grout if a cavity requires backfilling or the production well requires abandonment, using grout as described in Section 02520, Water Supply Well Construction, Paragraph 3.10. Payment will be made at the unit price per cubic yard for clean gravel and per cubic foot for grout in accordance with the Bid Form.

ADDITIVE BID ALTERNATE

The Bidder shall submit their Bid on the basis of the Base Bid and shall provide separate, additional Bid prices for the cost for each additive alternate, if any, described in the Bid

Documents and as provided for on the Bid Form.

For determining the apparent low Bidder, Bids will be compared on the basis of the aggregate amount of the Base Bid, plus any combination of the additive alternates as determined by the

Owner.

Item A-1. Packer Test Setup—The cost for this lump-sum additive bid alternate item in the Bid

Form shall include full compensation for furnishing all labor, material, equipment, and services necessary for installing and removing the packer, setting the packer, inflating the packer, installing and removing pumping equipment, deflating the packer, and removing the packer from the well as specified in Section 02520, Water Supply Well Construction. If the Owner elects to include this optional additive bid alternate, payment for this item will be on a lump-sum basis in accordance with a percentage of completion, in accordance with the Contractor’s approved schedule of bid-item breakdown, and on Engineer’s verification.

Item A-2. Packer Test Pumping Time—The cost for this unit cost, additive bid alternate item in the Bid Form shall include full compensation for furnishing all labor, materials, and equipment necessary for pumping, data logging, and recovery testing during the packer test as specified in

Section 02520, Water Supply Well Construction. If the Owner elects to include this optional additive bid alternate, payment for this item will be on a unit price per hour to the nearest half-hour in accordance with the Bid Form.

END OF SECTION

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