ADDENDUM NO. 2

07109-258-01 01200-1 MEASUREMENT AND PAYMENT

May 2025

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 cost 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 EXCAVATION, TRENCHING, AND CLEARING

A. Except where otherwise specified, the unit price or lump-sum price bid for each item of work which involves excavation, 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, excavation, trenching, disposal of surplus excavated material, handling water (and groundwater), and purchasing and hauling of required fill material. All excavation and trenching shall be unclassified as to materials which may be encountered; in addition, trenches shall be unclassified as to depth, unless otherwise stated.

1.03 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 or Owner’s Representative at the final completion of the Project.

1.04 UNIT PRICE

A. For unit price items, payment shall be made based on the actual amount of work accepted by the Owner or Owner’s Representative and for the actual amount of

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May 2025 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

(Jones Edmunds) 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.

1.05 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 or Owner’s Representative 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 or Owner’s Representative at the final completion of the Project will be paid to the Contractor.

1.06 DELETED ITEMS

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

1.07 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the work progresses. Partial payment shall be made subject to the provisions of the General and Supplementary Conditions. Construction photos, redline drawings, and an updated schedule are required with every pay application.

1.08 PAYMENT FOR STORED MATERIAL DELIVERED TO THE PROJECT

A. When requested by the Contractor and at the discretion of the Owner or Owner’s Representative, payment may be made for all or part of the value of acceptable materials and equipment to be incorporated into bid items, which have not been used, and which have been delivered to the construction site or placed in storage places acceptable to the Owner or Owner’s Representative. The Contractor shall provide receipts for all stored material items requested for reimbursement which

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May 2025 clearly identify the stored material item, where it is to be constructed, the unit cost of the item, as well as the total cost of the delivered item(s), the quantity of the item, the brand name of the item, and the supplier. Note that there are additional documentation requirements and storage requirements 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 which 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.

1.09 FINAL PAYMENT

A. If requested by Jones Edmunds, the Contractor shall field verify all quantities in dispute by using visual observation, taped measurements, or other methods designated by Jones Edmunds. The field verification shall be made in the presence of Jones Edmunds and agreed to by Jones Edmunds and the Contractor.

Jones Edmunds will prepare a final adjusting Change Order that will adjust the final quantities of the project Bid Schedule to reflect the actual work accepted by the Owner or Owner’s Representative and for which the Contractor will be compensated.

1.10 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 Jones Edmunds shall be submitted and accepted before the first pay request is approved by Jones Edmunds. 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 Jones Edmunds can more accurately review and approve the Contractor’s pay application for the completed work.

1.11 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.

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May 2025

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;

excavation and backfill; and cleanup. All pipe lines, including but not limited to sewer lines, concentrate disposal lines, water lines, force mains and gravity sewer lines, which are to be paid for per linear foot in the Bid Schedule, will be measured for payment only on a horizontal plane after installation, unless otherwise noted.

E. Payment for the water services, fire hydrants, and isolation valve bid items shall not be made until the associated Water Service Cards, Fire Hydrant Cards, and Isolation Valve Cards have been properly filled out, signed by the Contractor, and accepted by Jones Edmunds as completed installations. Samples of the Water Service Card, Fire Hydrant Card, and Isolation Valve Card are at the end of Section 01785, Record Documents. The Contractor shall make all required copies of the cards for use in the work.

F. The Contractor shall have Jones Edmunds observe and document the installation of each underground fitting on the project. If the installation of any fitting is not confirmed and documented by Jones Edmunds, it shall not be paid for by the Owner.

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 work scope 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).

LUMP SUM SCHEDULE

Item 1. Mobilization/Demobilization—This item shall include and cover the costs for performing construction, preparatory, and overhead operations, including but not limited to movement of personnel and equipment to and from the site, sanitary facilities, project administration and management, insurance, bonds, Owner or Owner’s Representative and Jones Edmunds indemnification, temporary utilities, project signs, permits related to construction, and all other similar activities and facilities necessary for executing this project. This item shall not exceed 8% of the Total Bid. The Contractor shall be paid 40% of this item on completing mobilization, 3% per month for general conditions until 80% of the total is reached, with the remaining 20% paid on demobilization.

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May 2025

Item 2. Maintenance of Traffic—The Contractor shall furnish all labor, signage, barricades, and other equipment necessary to provide traffic control in accordance with Florida Department of Transportation (FDOT) Standard Index 600 Series for all phases of work and prepare and implement Maintenance of Traffic (MOT) plans in accordance with the City of Bradenton requirements and all other MOT plans as may be required by local, county, or state agencies. The MOT plan shall be submitted to the City for review and approval. This item shall not exceed 5% of the Total Bid. The Contractor shall be paid 50% on initial delivery and set-up of the materials, and the remaining 50% shall be pro-rated equally over the construction duration.

Item 3. Record Drawings—Payment of the lump-sum bid in the Bid Form shall be full compensation for furnishing all labor, materials, equipment, transportation, tools, surveying, and incidentals required to complete and provide Record Drawings in accordance with the Contract Documents (Section 01330, Submittals and Acceptance, and Section 01785, Record Documents) including updating electronic versions of the Drawings in AutoCAD 2022, identifying items that were revised during the project or addenda, having all Drawings signed and sealed by a Florida-registered Professional Land Surveyor, and providing signed-and-sealed copies of the Record Drawings. Once the Record Drawings have been reviewed and determined to be complete according to the Specifications requirements, the entire lump-sum price will be paid to the Contractor.

Item 4. Environmental Protection—This item shall include but is not limited to all costs for providing a comprehensive environmental protection program for the project site and other areas that may be affected by the construction. This includes providing labor and materials necessary to prevent environmental damage to the ground, water, and air in conformance with all local, state, and federal laws. Examples include control of stormwater, erodible soils, noise, dust, pollutants, trash, waste, pumping discharge, and any other substance or activity that may adversely impact the environment. The Contractor shall be paid 40% on delivery and setup of the material, and the remainder will be prorated equally over the construction period. This item shall not exceed 1% of the total bid price. In case of a mathematical error on the Bidder’s part in calculating the environmental protection that exceeds the stated percentage, the item shall be adjusted to equate to 1%.

UNIT PRICE SCHEDULE

Items 5-8. Furnish and Install Polyvinyl Chloride (PVC) Water Main (Open Cut)

• Measurement shall be based on the laying length of PVC water main pipe of the size indicated in linear feet actually placed and accepted as measured along the centerline of the completed pipe within the project area indicated.

• Payment shall be made at the applicable Contract Unit Price for the PVC water main installed and shall include full compensation for all site work, cast iron water main incidental pipe removal and disposal, and pipe abandonment including exploratory work and valve box removal, concrete curb removal and replacement, earthwork, sodding, trench safety provision, dewatering, erosion control provisions, jointing, joint restraint, 07109-258-01 01200-6 MEASUREMENT AND PAYMENT

May 2025 pipe deflection under/over existing utilities as required including all required backfill, compaction, marking tape, tracer wire, pressure testing, disinfection, bacteriological sampling and testing, and all labor, equipment, and materials required for installation complete and ready for service. Exploratory work to evaluate interconnections and abandonments with existing systems for connection is incidental to the primary work.

The Contractor shall be paid 90% of the Contract Unit Price for work under this item until such time as testing and abandonment of existing lines are complete. The remaining 10% shall be paid after the testing and abandonment of existing lines are accepted by the Owner or Owner’s Representative.

Items 9-11. Furnish and Install Tapping Sleeves with Tapping Valve and Valve Box

• Measurement shall be the actual number of tapping sleeves with tapping valves of the size indicated and valve boxes installed and accepted by Jones Edmunds.

• Payment for tapping sleeves with tapping valves and valve boxes shall be made at the

Contract Unit Price for each tapping sleeve with the tapping valve and valve box constructed. The price and payment shall be full compensation for all milling, excavation, dewatering and sheeting, concrete, valve boxes, locating wire, backfill, temporary roadway stabilization, jointing, testing, and all other work required or specified for their satisfactory installation. The Contractor shall be paid 80% of the Contract Unit Price for work under this item until such time as the concrete collars are installed. The remaining 20% shall be paid after concrete collars are completed and accepted following street milling and paving by others.

Items 12-15. Furnish and Install Gate Valves and Valve Box

• Measurement shall be the actual number of gate valves of the size indicated and cast iron valve boxes installed and accepted by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price for each gate valve installed and shall include valve, valve restraint, valve bedding and support, concrete collars, valve keys, tie rods, valve stem extensions, tracing wire, flushing, connections, excavation, backfill, compaction, sodding, restoration, disinfection, testing, and all associated appurtenances. The Contractor shall be paid 80% of the Contract Unit Price for work under this item until such time as the concrete collars are installed. The remaining 20% shall be paid after concrete collars are completed and accepted following street milling and paving by others.

Items 16-19. Pipe Abandonment Via Abandon in Place, Cut and Cap, and Line Stops

• Measurement shall be based on the laying length of existing AC water main pipe of the size indicated in linear feet actually placed and accepted as measured along the centerline of the existing pipe within the project area indicated, and the actual number of cut and caps and lines stops installed and accepted by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price for the existing water main and shall include full compensation for all site work, cast iron water main incidental pipe

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May 2025 removal and disposal, and pipe abandonment including exploratory work and valve box removal, concrete curb removal and replacement, earthwork, sodding, trench safety provision, dewatering, erosion control provisions, jointing, joint restraint, and all labor, equipment, and materials required for installation complete and ready for service.

Exploratory work to evaluate interconnections and abandonments with existing systems for connection is incidental to the primary work. The Contractor shall be paid 90% of the Contract Unit Price for work under this item until such time as testing and abandonment of existing lines are complete. The remaining 10% shall be paid after the testing and abandonment of existing lines are accepted by the Owner or Owner’s Representative.

Items 20-38. Furnish and Install Ductile Iron Pipe Fittings and Air-Release Valve Assemblies for Water Main

• Measurement for all ductile iron fittings shall be the number of each type and size of fittings installed and accepted by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price for each fitting by size and type installed and shall include full compensation for excavation, backfill, dewatering, testing, disinfection, glands, gaskets, polywrap, and restraint systems as specified.

• Measurement for all air-release valve assemblies with manholes shall be the number of each type and size of assemblies installed and accepted by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price for each air-release valve assembly and manhole installed and shall include full compensation for excavation, backfill, dewatering, testing, disinfection, glands, gaskets, polywrap, and restraint systems as specified.

Item 39. Furnish and Install Fire Hydrant Assemblies

• Measurement shall be the actual number of fire hydrant assemblies installed and accepted by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price and shall include full compensation for removing the existing fire hydrant, transporting it to ICA’s designated storage area, and installing a new fire hydrant including excavation, backfill, dewatering, testing, disinfection, glands, tee, isolation valve, concrete apron, interconnection piping and fittings, restraint systems, appurtenances, and brush painting required for a complete assembly.

Item 40. Furnish and Install Bacteriological Sample Point Assembly

• Measurement shall be the actual number of bacteriological sample point assemblies installed and approved by Jones Edmunds.

• Payment shall be made at the Contract Unit Price and shall include full compensation for the pipe saddle, corporation stop, piping, stakes, supports, and hose bib complete and operable. Payment shall also include compensation for removing the sample point

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May 2025 assembly from the corporation stop to the hose bib and plugging the corporation stop after approval from the Owner or Owner’s Representative.

Items 41-48. Furnish and Install Water Service to Buildings’ Water Meters and Fire

Flow Connections

• Measurement shall be the actual number of service connections, fire flow connections and length of lines constructed and approved by Jones Edmunds.

• Payment shall be made at the applicable Contract Unit Price for the water service connections to proposed water meters and fire flow connections to referenced buildings.

Payment shall include full compensation for service pipe, tapping saddle, corporation stop, fittings, curb stops, open cut of existing roadway, trenching, resetting meter boxes, backfill, concrete curb/sidewalk removal and replacement, disinfection, and sodding disturbed areas complete and ready for service. The Contractor shall be paid 80% of the Contract Unit Price for work under this item until such time that testing has cleared and the connection to the new water system is completed. The remaining 20% shall be paid after the testing has cleared and the connection to the new water system is completed.

• Any work on water lines between the water meter and the building requires a building permit and the use of a certified plumber. The City Fire Marshall designates that all work between the backflow meter assembly and the building to be fire line. The fire line installation requires a fire line contractor as well as permitting and coordination with the fire department.

Item 49. Remove Asphaltic Concrete Pavement and Replace Asphaltic Concrete Millings

• Measurement shall be the actual number of square yards of asphaltic concrete pavement replaced within the pavement limits of the trench for water main replacement and storm drain installation as specified in the Technical Specifications and Contract Drawings, as directed by Jones Edmunds, and up to the maximum pavement replacement limit tables shown on the Drawings.

• Payment shall be made at the Contract Unit Price bid per square yard of asphaltic concrete removal and replacement and shall include full compensation for all equipment and materials and constructing the stabilized subgrade and compacted crushed concrete base to the City Standards. Milling must be maintained and compacted in accordance with the Technical Specifications.

Item 50. Remove and Replace Curb

• Measurement shall be the actual number of linear feet of concrete curbing installed within the pavement limits as shown on the Drawings.

• Payment for curbing removed during installation of water service lines is incidental to that task and is included as part of the Work for Item 7c. Payment shall be made at the Contract Unit Price per linear foot of curbing installed removed and shall include full compensation for all equipment and materials including disposal, preparing stabilized

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May 2025 subgrade, concrete and concrete placement, tooled joints, expansion joints, backfilling, and sodding disturbed areas adjacent to the curbing. Curbing shall be constructed as noted in the Drawings details.

Item 51. Remove and Replace Unsuitable Materials

• Measurement shall be the actual number of cubic yards of unsuitable materials removed from excavations and replaced with suitable materials-in-place and compacted.

• Payment shall be made at the Contract Unit Price per cubic yard of unsuitable material removal and replacement and shall include all compensation for all labor, equipment, and materials for excavation, transportation, disposal, backfilling, compaction, and all other work necessary to remove and replace unsuitable materials.

Item 52. Replace Sod

• Measurement shall be the quantity in square yards based on the area shown in the

Drawings completed and accepted by the Owner or Owner’s Representative.

• Payment shall be full compensation for all work and materials including all labor, surface preparation, materials, and incidentals necessary to complete the work. Sod type shall match that existing on the adjacent properties.

Item 53. Single Post Sign

• Measurement shall be the actual number of new signs provide and installed by the Contractor and accepted by Jones Edmunds.

• Payments shall be for all work and materials specified in the Contract Unit Price per assembly for ground-mounted signs (single-post and multi-post), furnished and installed, including the sign panels, support structure, foundation, hardware, and labor necessary for a complete and accepted installation. For single sign assemblies, an assembly consists of all the signs mounted on a single structure.

Item 54. Thermoplastic Striping

• Measurement shall be the actual net length in feet of lines and stripes accepted and acceptably installed.

• Payments shall be for all work and materials including cleaning and preparing surfaces, furnishing all materials, application, curing, and protecting all items, protecting traffic, furnishing all tools, machines, and equipment, and all incidentals necessary to complete the work. Final payment will be withheld until all deficiencies are corrected.

Item 55. Tree Removal

• Measurement shall be the actual number of trees removed as indicated on the Drawings.

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• Payment shall be for removal of the tree including roots, trunk, and branches, as required for the construction of the project, including all necessary hauling, furnishing equipment, equipment operation, furnishing any areas required for disposal of debris, leveling of terrain and the landscaping work of trimming, etc., as specified on the Drawings.

CASH ALLOWANCE SCHEDULE

Item 56. Quality Control Testing—The Contractor shall employ and Jones Edmunds shall approve the services of an independent testing laboratory to perform testing on soils, concrete, bacteriological testing, and other related tests required by Jones Edmunds for quality control during construction. The Contractor shall establish a Bid Item account in the amount established in the Bid Form from which payments for these approved tests shall be made. The Contractor shall order the tests as required by Jones Edmunds, and the invoices shall be submitted by the Contractor for payment. The Contractor shall be reimbursed for the approved payments in each appropriate monthly estimate. No Contractor markup shall be allowed for this Bid Item. Tests not meeting the requirements shall be repeated at the Contractor’s expense until satisfactory results are obtained. Costs for laboratory waiting time shall not be allowed. If the actual costs in this Bid Item account be more or less than the specified allowance, the Bid Item amount shall be adjusted in the final payment for the actual approved costs for testing.

BID ALTERNATIVE UNIT PRICE SCHEDULE

Items 57-59. Grout Fill Existing Pipe

• Measurement for grout filling existing pipes shall be the number of linear feet of each size of grout-filled pipe.

• Payment shall be at the Contract unit price, which shall be full compensation for grout filling existing pipes, removing valves or fittings as required including necessary fittings, excavating, dewatering, backfilling and compacting, other materials, testing, all equipment, and all other incidentals and work necessary to complete this item as specified in accordance with the Contract Documents.

END OF SECTION