011201_Measurement_and_Payment-_Specification_Sections.pdf

SECTION 012201

MEASUREMENT AND PAYMENT

SOUTHEAST DRAINAGE RETROFIT PROJECT – Addendum #3 05-07-2025

012201 - 1

SECTION 012201 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SCOPE

A. Payment for various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor operations and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). All payment shall be made in accordance with this section of the specifications or if stricter application article 5.0, “Progress Payments” of the front-end specifications shall apply. No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenance items of work.

Additionally, the contractor will be responsible for providing a detailed schedule of values identifying specific quantities and unit prices for each sub item required to furnish and implement each bid item. Prior to each application for payment the contractor shall supply the Engineer and City with a copy of this schedule of values that indicates the amount of the quantities installed at that point in the construction progress.

B. Payment for the various items of the Bid Schedule shall constitute full compensation for CONTRACTOR's superintendent at the job site full-time during construction, for furnishing and installing all structures, pipe, piles, systems, equipment, accessories, finish work, associated items complete in place including but not limited to bends, tees, outlets, fittings, blind flanges and specials, including connections to existing pipelines shown on the Drawings; including surveying both horizontal and vertical control for construction of the roadways, structures, pipeline and appurtenances; including all earthwork, trench excavation as shown on the Drawings, removal and disposal of waste, unsuitable and excess material, furnishing and installing pipe bedding material, all backfill and compaction of native material, and dewatering as required; including potholing to verify locations of existing utilities in advance of construction; the restoration of interfering portions of existing service and utility lines that are not included in other bid items and shown on the Drawings, including replacement of sewer lines with ductile iron pipe where the minimum vertical clearances are not met for the sewer line shown; restraint of pipe shown the on the Drawings and grouting of pipe joints; including providing the water for pressure testing, cleaning the pipe and disinfection, and disposal of the water as required when completed;

furnishing, installation, and removal of test heads, cleanup; and restoration of all improvements incidental to construction for which there are no other bid items; including but not limited to, sprinkler systems, drainage systems, guardrails, landscaping, fences, curbs and gutters, and all other work not included in other bid items.

C. Payment shall also include providing the necessary equipment and manpower to pothole and verify depths and locations of existing utilities sufficiently ahead of construction to avoid

012201 - 2 conflicts with the design alignment and grade of the transmission pipeline. Conflicts with utilities shown on the Drawings which result from the CONTRACTOR's negligence to pothole sufficiently ahead of construction (a minimum of two days ahead of construction of the pipeline or as approved by the ENGINEER) shall be resolved by the CONTRACTOR at no additional cost to the OWNER. Unmarked utilities damaged during construction will be paid under unit prices in the Bid Package for similar work, if and as approved by the Engineer.

D. Full Payment for all bid items shall constitute full compensation for the complete installation of each bid item including but not limited to excavation, dewatering, backfill and compaction. The work shall include for all bid items to be completed, tested and ready for acceptance by the appropriate government agency.

E. Payment of items shall be made using requirements listed in this section and all parts and sections of article 9.0, “Payments and Completion”. If requirements conflict the most stringent requirement shall be required.

1.02 MOBILIZATION

A. See sub section 1. 31 of summary section 011000, “Mobilization” for payment limitations. In addition to items described in section 011000 Mobilization shall also included all costs associated with project signage, site storage and access, and all permits required to construct project including fees for building permit approximately 2.0% of total project cost, and plan review fees of approximately $350.00 and discipline fees of approximately $270.00.

B. Payment for mobilization will be made at the aggregate lump sum price names in the Bid Schedule. Partial payment will be made at 25% of the bid price per month for the first four months. In no event shall more than 50% of the bid price be paid prior to commencing construction on the project site. Total partial payments for Mobilization will be limited to 10% of the original Contract amount. Any remaining amount will be paid at Final Acceptance. Retainage will be applied to all partial payments. Partial payments made on this item will in no way act to preclude or limit any of the provisions for partial payments otherwise provided for by the Contract

1.03 MAINTENANCE OF TRAFFIC

A. Measurement for payment for maintenance of traffic will be based on the lump sum unit price and includes but not limited to all temporary traffic control devices installed/used on the project, temporary lanes closures, detours, access maintenance to all properties at all times, and the use of materials specified in the FDOT standard specifications for maintenance of traffic., all in accordance with the Contract Documents.

B. Payment for maintenance of traffic will be made in equal monthly amounts during the duration of the contract time.

1.04 SILT FENCE

A. Measurement for payment for sediment barrier will be based upon the length, in linear feet, of silt fencing used in accordance with Contract documents.

B. Payment for sediment barrier will be made at the unit price per linear foot (LF) named in the Bid

Schedule. Price shall constitute full compensation for furnishing, installing and removing silt fencing as required by the plans.

012201 - 3

1.05 INLET PROTECTION SYSTEMS

A. Measurement for payment for inlet protection systems will be based upon the actual quantity, each (EA), of inlet protection as shown in the Plans, and in accordance with all Contract Documents.

B. Payment for inlet protection will be made at the unit price per each (EA) named in the Bid Schedule, which price shall constitute full compensation for furnishing and installing inlet protection.

1.06 CLEARING & GRUBBING

A. Measurement for payment for clearing and grubbing will be based upon the actual quantity, acre (AC), of clearing and grubbing within the public right-of-way and any other areas shown in the plans to be cleared such as within and swale regrading, except for the installation of drainage structures and drainage pipes where the clearing and grubbing for the drainage installation is included under the bid of the drainage items.

B. Payment for clearing and grubbing will be made at the unit price per acre (AC) named in the Bid

Schedule. Price shall constitute full compensation for clearing and grubbing as well as the removal and disposal of all stumps, roots and other such protruding objectsto prepare the area for proposed drainage swale regrading..

1.07 TREE REMOVAL

A. Measurement for payment for tree removal will be based upon the actual quantity, each (EA), of trees to be removed within the public right-of-way and any other areas shown in the plans to be cleared.

B. Payment for tree removal will be made at the unit price per each (EA) named in the Bid Schedule.

Price shall constitute full compensation for the removal and disposal of all trees and their associated stumps and roots to prepare the area for proposed construction.

1.08 SWALE REGRADING

A. Measurement for payment for regular excavation will be based on the actual quantity, square yard (SY), of such excavation, all in accordance with the Contract Documents.

B. Payment swale regrading will be made at the unit price per square yard (SY) named in the Bid

Schedule, which price shall constitute full compensation for regrading the swales to the proposed elevations depicted on the construction plans. It includes removal of the existing swale sod and reshaping the swale to form a small depressed area between the edge of pavement and the edge of the sidewalk with slopes as depicted in the cross sections. Payment for the sod installation will be included under the bid item for performance turf, sod.

1.12 MILLING EXISTING ASPHALT PAVEMENT, 1.5” AVG DEPTH

A. Measurement for payment for milling existing asphalt pavement will be based on the actual quantity, square yard (SY), over which milling is completed and accepted, all in accordance with the Contract Documents.

B. Payment for milling existing asphalt will be made at the unit price per square yard (SY) named in the Bid Schedule, which price shall constitute full compensation for all work related to milling existing asphalt including hauling and stockpiling at a location specified by the City or otherwise disposing of the milled material, removing any existing raised pavement markers prior, and sweeping the milled surface with a street sweeper to remove excess milled materials and control dust.

012201 - 4

1.13 SUPERPAVE ASPHALTIC CONC, TRAFFIC **, TYPE SP-9.5

A. Measurement for payment for superpave asphaltic concrete will be based on the actual quantity, ton (TN), of the mixture of asphalt concrete.

B. Payment for furnishing and placement of the superpave asphalt concrete will be made at the unit price per ton (TN) named in the Bid Schedule, which price shall constitute full compensation of the cost of the liquid asphalt or the asphalt recycling agent, for applying a tack coat, furnishing, placing and compacting all asphalt surface complete in place to the cross section and thickness specified on the Drawings. The thickness of the asphalt overbuild varies within the cross section and the profile and the average is estimated to be 1.5 inches. There will be no separate payment or unit price adjustment for the asphalt binder material in the asphalt mix.

1.14 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC *, FC-12.5

A. Measurement for payment for furnishing and placement of the FC-12.5 asphalt surface course will be based on the actual tonnage (TONS), of the weight of the asphalt concrete mixture.

B. Payment for furnishing and placement of the asphalt surface course will be made at the unit price per ton (TONS) named in the Bid Schedule, which price shall constitute full compensation for the all the work required to furnish and install the asphalt surface course including but not limited to the cost of the asphalt binder (asphalt rubber (or polymer), asphalt cement, ground tire rubber, anti-stripping agent, blending and handling) and the tack coat application as directed in 300-8, as well as fiber stabilizing additive and hydrated lime (if required). There will be no separate payment or unit price adjustment for the asphalt binder material in the asphalt mix.

1.15 FURNISH & INSTALL DRAINAGE STRUCTURES, CONFLICT STRUCTURES, CONTROL

STRUCTURES, INLETS, MANHOLE, JUNCTION STRUCTURES, AND INJECTION WELL

MANHOLES, WEIR STRUCTURE, PUMP STATION VALVE BOX

A. Measurement for payment for furnishing and installing drainage structures, inlets, maholes, control and conflict structures, weir structure, valve boxes, frame and grate or top slabs will be based upon the actual quantity, each, of such structures constructed, all in accordance with the requirements of the Contract

Documents.

B. Payment for furnishing and installing these structures will be made at the unit price, each (EA), named in the

Bid Schedule. Price and payment will be full compensation for furnishing all materials and completing all work related to the installation of the structures, including all clearing and grubbing within the limits structure trenching all excavation (including pavement removal), sheeting, dewatering, plugging of existing drainage pipes including bypassing as necessary, rock and/or select bedding, testing, all backfilling and compaction around the structures, pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition);

the disposal of surplus material, and the furnishing and placing of all non-corrosive gratings, frames, covers, and any other necessary fittings. When the new drainage structure falls at the same location of the existing drainage, the existing drainage structure shall be removed and disposed of properly. Payment for the removal and disposal of existing drainage structures shall be included in the unit bid price for drainage structures remove and dispose.

1.16 ADJUST EXISTING INLETS AND MANHOLES

012201 - 5

A. Measurement for payment for inlet and manhole adjustments will be based upon the number of structures required to be adjusted as detailed in the Drawings, all in accordance with the requirements of the Contract

Documents.

B. Payment for inlet and manhole adjustments will be made at the unit price per each (EA) named in the Bid

Schedule which price shall constitute full compensation for the number of such structures to be adjusted to the proposed elevation depicted on the plans.

1.17 FURNISH & INSTALL PIPE CULVERT

A. Measurement for payment for furnishing and installing pipe culverts will be based upon the plan quantity, linear foot (LF) of such pipe in place and accepted. The plan quantity will be determined from the inside wall of the structure as shown in the Plans, along the centerline of the pipe.

B. Payment for furnishing and installing pipe culverts will be made at the unit price per linear foot named in the

Bid Schedule which price shall constitute full compensation for all related work and material costs associated with the installation, including clearing and grubbing within the limits of the pipe trenching; all excavation (including but not limited to driveways with all type of materials such as asphalt, concrete, pavers, tiles, stamped concrete, etc and road asphalt pavement); sheeting or shoring, if required, all backfilling material and compaction; road pavement restoration (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), except for driveway and sidewalk restoration which will be included under driveway and sidewalk pay items. When the new drainage pipe falls at the same location of the existing drainage pipe, the existing drainage pipe shall be removed and disposed of properly. Payment for the removal and disposal of existing drainage pipes shall be included in the unit bid price for drainage pipe remove and dispose.

1.18 EXFILTRATION TRENCH

A. Measurement for payment for furnishing and installing the inlet structure will be the length in linear feet, measured in place, completed and accepted as specified on FDOT Design Standards, Index No. 285.

B.

Payment for furnishing and installing exfiltration trenches will be made at the unit price per linear foot named in the Bid Schedule which price shall constitute full compensation for all related work and material costs associated with the installation, including clearing and grubbing; all excavation, (including but not limited to driveways with all type of materials such as asphalt, concrete, pavers, tiles, stamped concrete, etc and road asphalt pavement), disposal of surplus material; and will include sheeting or shoring, if required, the disposal of surplus material, road pavement restoration, backfilling and tamping. Price and payment will also include furnishing and installing the solid and perforated pipe as depicted in the drainage details and specified in

Section 443-2, filter fabric type D-3 as specified in Section 985, select fill and coarse aggregate as depicted on the drainage details, and skimmer as specified in FDOT Index 443-002 and Section 943 for steel or 945 for aluminum. It will also include pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), except for driveway and sidewalk restoration which will be included under driveway and sidewalk pay items.

012201 - 6

1.19 DEEP WELL CASING, 24”

A. The quantities to be paid for will be the actual quantities installed, measured in feet, of Deep Well Casing, tested and accepted.

B. Price and payment for Deep Well Casing will be paid for under the item for the specific casing diameter and will include the cost of furnishing and installation of the casing, and the removal of all material from within the casing. It shall also include all fittings and air release valves within the injection well manhole as depicted on the drainage details. Payments include up to 20’ of open hole beyond the proposed casing.

1.20 CONCRETE SIDEWALK 4” THICK

A. Measurement for payment will be based on the plan quantity, in square yards (SY), completed and accepted.

Ramps, reconstructed sidewalks, walk around sidewalks, sidewalk landings, sidewalk curb, and driveways will be included in the area to be paid.

B. Price and payment will be full compensation for all work specified in Section 522. Excavation for new installations, repairs and replacements, removal of the existing sidewalk will be included in the cost of new sidewalk bid item.

1.21 DRIVEWAYS

A. The quantity to be paid for will be the area in square yards for concrete, asphalt, pavers, stamped concrete, stamped asphalt, gravel, and sodded driveways measured in place, completed and accepted. No deduction will be made for the areas occupied by ornamental trees left within and any other areas occupied by manholes, inlets, drainage structures or by public utility appurtenances within the normal areas of the respective driveway material.

B. Price and payment will be full compensation for all work associated with furnishing and installing driveways, will be paid for at the contract unit price per square yard for the respective driveway material such as concrete, asphalt, stamped concrete, stamped asphalt, gravel and sod.

1.22 CONCRETE APRON FOR DITH BOTTOM INLETS

A. Measurement for payment for concrete aprons for ditch bottom inlets will be based upon the quantity, each

(EA) actually installed as detailed in the Drawings, all in accordance with the requirements of the Contract

Documents and FDOT specifications.

B. ayment for furnishing and installing concrete aprons will be made at the unit price per each (EA) named in the Bid Schedule which price shall constitute full compensation for all related work and material costs associated. Price and payment will be full compensation for all work associated with furnishing and placement of concrete apron for ditch bottom inlets..

1.23 PERFORMANCE TURF, SOD

A. Measurement for payment for sod restoration will be based upon the quantity, square yard (SY) of area shown in the Plans, completed and accepted. Sod shall also be placed along the full length of reconstruction limits a minimum of 2’ width from edge of pavement.

012201 - 7

B. Payment for sod restoration will be made at the unit price per square yard named in the Bid Schedule which price shall constitute full compensation for establishing a growing, healthy turf over all areas designated in the Plans and maintaining turf areas until final acceptance of all contract work.

1.24 LANDSCAPE

A. Measurement for payment for landscape will be based upon a lump sum quantity for all landscaping efforts as specified in the plans and contract documents.

B. Payment for landscaping will be made at the unit price per each named in the Bid Schedule which price shall constitute full compensation for all related work and material costs associated.Prices and payments will be full compensation for all work associated with landscaping, including furnishing and planting the designated plant types, the furnishing and placing of the plant backfill, fertilizer and mulch, (except where such are shown to be paid for under a separate item), the application of water, the maintenance, care, etc., and all costs of any required replacing of plantings or restoring of damaged areas. It also includes the replacement of the trees and shrubs to be removed for the installation of the proposed drainage system.

1.

B. Prices and payments will be full compensation for all work related to installing thermoplastic pavement markings, including all cleaning and preparing of surfaces, furnishing of all materials, application, curing and protection of all items, protection of traffic, furnishing of all tools, machines and equipment, and all incidentals necessary to complete the work. Final payment will be withheld until all deficiencies are corrected.

1.26 FURNISH & INSTALL HYDRAULIC PUMPS, FLYGT OR APPROVED EQUAL

A. Measurement for payment for hydraulic pumps will be based upon the quantity, each (EA) of such pumps furnished, completed and accepted as detailed in the Drawings, all in accordance with the requirements of the Contract Documents. Pumps shall be Flygt or approved equal. While “or equal” is being specified in this contract, the Contractor shall bid on Flygt pumps and Flygt provided Controls, as specified in the contract documents. Only after the project has been awarded to lowest responsible and responsive contractor, the

Contractor may provide a substitution package for City’s consideration for the approval an equal substitution pump package. Substitution package shall include system calculations with the proposed pump and any modified drawings as required, signed and sealed by a Florida registed professional engineer. In addition, the

City is in the process of getting approval to sole source stormwater pumps as it is the best interest of the City to standardized pumps to have a more efficient maintenance and operations process.

B. Payment for furnishing and installing Flygt pumps and Flygt Controls will be made at the unit price per each named in the Bid Schedule which price shall constitute full compensation for all work relating to installing pumps, furnishing of all materials, machines and equipment, and all incidentals necessary to complete the work. It also includes all yard piping, fittings, formed section intake within the wetwell, within the valve box and in between the wetwell and the valve box (excluding the valves which are paid under separate bid items).

012201 - 8

1.27 DRAINAGE PIPEAND STRUCTURE , REMOVE & DISPOSE, 8” – 20”

A. Measurement for payment to remove and dispose of all existing pipes and structures, including but not limited to storm drainage, gravity sewer, pressure sewer, and potable water, outside in the same or close proximity of the trench for proposed pipe, drainage structure, and exfiltration trench will be based upon the linear foot (LF) of such pipes actually removed and disposed of., all in accordance with the requirements of the Contract Documents. Removal of smaller than 8” pipes are mostly water main pipes. It is anticipated that removal of an existing water main will require a replacement water main. Payment for the removal of these smaller pipes in conflict with the proposed work will be included in the unit price for the replacement pipe.

B. Payment for removal and disposal of existing pipes and structures will be made at the unit price per linear foot (LF) of pipe removed and each of structure removed for which price shall constitute full compensation for the removal and disposal of pipe and structure.

1.28 FURNISH & INSTALL PIPE, PVC, STORMWATER FORCE MAIN

A. Measurement for payment for furnishing and installing stormwater force main pipe will be based upon the number of linear feet of such pipe placed as determined by measurement along the centerline of the pipe in place, including through structures, all in accordance with the requirements of the Contract Documents.

B. Payment for furnishing and installing utility pipe will be made at the unit price per linear foot of pipe named in the Bid Schedule which price shall constitute full compensation for all pipes, including all excavation

(including but not limited to driveways with all type of materials such as asphalt, concrete, pavers, tiles, stamped concrete, etc and road asphalt pavement); fittings, restraining devices and/or concrete thrust blocks, all backfilling material; compaction; road pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), disposal of surplus material; and all clearing and grubbing within the limits of the pipe trenching. Payment for driveway ad sidewalk restoration to be included under driveway and sidewalk pay items. When the new drainage pipe falls at the same location of the existing drainage pipe, the existing drainage pipe shall be removed and disposed of properly. Payment for the removal and disposal of existing drainage pipes shall be included in the unit bid price for drainage pipe remove and dispose.

1.29 WATER MAIN DEFLECTIONS

A. Measurement for payment to install water main deflections that are required only when in conflict with the proposed drainage system including but not limited to will be based upon the number of deflections installed as detailed in the drawings, all in accordance with the requirements of the Contract Documents. B.

Payment for furnishing and installing water main deflections that are required only when in conflict with the proposed drainage system, will be made at the unit price per each deflection installed named in the

Bid Schedule which price shall constitute full compensation for all related work and material costs associated with the installation, including clearing and grubbing within the limits of the pipe trenching, all excavation (including but not limited driveways with all type of materials such as asphalt, concrete, pavers, tiles, stamped concrete, etc and road asphalt pavement); the removal and disposal of the existing water main portion in conflict with the proposed work; the installation of all fittings, hardware, restraining the existing and proposed water main deflection either by using restraining devices or concrete thrust blocks, all backfilling material and compaction; road pavement restoration, (restore pavement with 12” type

012201 - 9 stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition) except for driveway and sidewalk restoration which will be included under driveway and sidewalk pay items.

1.2230 FURNISH & INSTALL 24” VALVES,

A. Measurement for payment for furnishing and installing 24” check, gate and plug valves as depicted on the plans, will be based upon the quantity, each (EA) of such fixtures valves actually installed as detailed in the

Drawings, all in accordance with the requirements of the Contract Documents.

B. Payment for furnishing and installing 24” valves will be made at the unit price per each (EA) named in the

Bid Schedule which price shall constitute full compensation for all related work and material costs associated including testing and restraining devices.

1.31 FURNISH & INSTALL TREATMENT UNIT, CONTECH OR APPROVED EQUAL

A. Measurement for payment for treatment unit will be based upon the quantity, each (EA) of such treatment units furnished, completed and accepted as detailed in the Drawings, all in accordance with the requirements of the Contract Documents. Treatment unit shall be Contech or approved equal. While “or equal” is being specified in this contract, the Contractor shall bid on the CDS unit be Contect, as specified in the contract documents. Only after the project has been awarded to lowest responsible and responsive contractor, the

Contractor may provide a substitution package for City’s consideration for the approval an equal substitution the CDS treatment unit. Substitution package shall include system calculations with the proposed treatment unit as required, signed and sealed by a Florida registered professional engineer. The installation will include clearing and grubbing within the limits structure trenching; all excavation (including pavement removal), sheeting, dewatering (including the design and installation of a cofferdam if required), rock and selecte bedding for structure, testing, all backfilling and compaction around the structures, pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), the disposal of surplus material, and the furnishing and placing of all traffic rated non-corroded gratings, frames, and covers.

B. Payment for furnishing and installing treatment unit will be made at the unit price per each named in the Bid

Schedule which price shall constitute full compensation for all work relating to installing treatment unit including clearing and grubbing within the limits structure trenching, excavation (including pavement removal), sheeting, dewatering, backfilling and compaction around the structure, pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), the disposal of surplus material, and the furnishing and placing of all frames, covers, furnishing of all materials, machines and equipment, and all incidentals necessary to complete the work.

1.32 PUMP STATION WETWELL

A. Measurement for payment for pump station wetwell will be based upon the quantity, each (EA) installed as detailed in the Drawings, all in accordance with the requirements of the Contract Documents.

B. Payment for placement of concrete for pump station will be made at the unit price each (EA) named in the

Bid Schedule which price shall constitute full compensation for all related work and material costs associated, including but not limited to all clearing and grubbing within the limits structure trenching; all

012201 - 10 excavation (including pavement removal), sheeting, dewatering (including the design and installation of a of a cofferdam if required), rock or select bedding for structures, testing, all backfilling and compaction around the structures, pavement restoration, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), the disposal of surplus material, and the furnishing and placing of all non-corroded gratings, frames, aluminum traffic rated hatchings, and any other necessary material to complete the finished wetwell as depicted on the plans.

1.33 CONCRETE PLATFORM FOR THE PUMP STATION ELECTRICAL EQUIPMENT

A. Measurement for payment for the elevated concrete platform will be based upon the quantity, each (EA) installed as detailed in the Drawings, all in accordance with the requirements of the Contract Documents.

B. Payment for the construction of the elevated concrete platform for the pump station electrical equipment will be made at the unit price each (EA) named in the Bid Schedule which price shall constitute full compensation for all related work and material costs associated, including but not limited to all clearing and grubbing; all excavation, sheeting, dewatering, rock or select bedding, testing, all backfilling and compaction, pavement restoration if required, (restore pavement with 12” type stabilization, 5” of asphalt type B-125 and 1.5” of friction course FC-12.5 or by matching the existing pavement composition), the disposal of surplus material, and the furnishing of all concrete, reinforcing bars, stairways, handrailing as depicted on the plans.

1.32 PUMP STATION ELECTRICAL EQUIPMENT

A. Measurement for payment for pump station electrical will be based upon a lump sum for all electrical equipment installed as detailed in the Drawings, all in accordance with the requirements of the Contract

Documents.

B. Payment for furnishing and installing pump station electrical including but not limited to VFDs, panel boards, transformer, automatic transfer switch, motor control panels, etc as described in the contract documents, will be made at the lump sum price named in the Bid Schedule which price shall constitute full compensation for all related work and material costs associated.

1.33 BASIS OF PAYMENT

A. The CONTRACTOR's Professional Surveyor and Mapper will measure all "As-built" quantities for payment. In the event of disputes as to quantity, the ENGINEER shall make the final determination; no additional compensation will be made for surveying services. This work shall be supervised by a Florida Licensed Registered Professional Surveyor and Mapper.

B. The CONTRACTOR shall be permitted to invoice for individual line item quantities of work beyond those contained in the contract and all previously approved change orders as approved by the ENGINEER and the CITY, so long as the total of payments invoiced does not exceed the total contract price. Invoice for partial payment shall not be accepted by ENGINEER as complete without the following:

1. Certificate of payment to subcontractors.

2. Small Disadvantaged Business Enterprise Program Performance Report.

012201 - 11

3. Updated Construction Schedule.

4. "As-built" drawings for the work being invoiced.

5. Updated schedule of values with percentage of bid items completed and noted.

END OF SECTION 012201