01 20 00.pdf

PORTMONPIICT5 PORT MONMOUTH PHASE II, CONTRACT 5

Amendment 0007

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 1: 02/21

PART 1 GENERAL

1.1 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.1.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.1.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and

SECTION 01 20 00 Page 1 06/02/22 equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization (Base Bid 01)

1.2.1.1 Mobilization

Mobilization must include all costs for preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and other work performed prior to actual commencement of work. The Contractor must furnish and set up necessary general facilities, as are required by local, county, state or Federal laws, regulations or codes. The cost of required insurance and bonds and/or any other similar significant initial expense required for the initiation of the contract work must be included in this item. The determination of the adequacy of the Contractor's facilities, except as required by local, county, state or Federal laws or regulations, must be made by the Contractor.

1.2.1.2 Demobilization

Demobilization must consist of all activities and costs for movement of personnel, equipment, and supplies/materials not used in this contract, including the disassembly, removal and site cleanup of any temporary offices, buildings, or other facilities assembled on the site for this contract. Upon completion of work, the Contractor must restore all access areas to the same conditions as prior to the start of work. The Contractor must mark the positions of each grade stake, and remove them after completion of the project. Contractor must be held responsible for accounting for 100% removal of all grade stakes, as they pose a serious public safety hazard as the fill erodes and any remaining stakes become exposed in the surf. All stakes should be metal pipes, so that they can be pulled out intact, and located with a metal detector, if necessary.

1.2.1.3 Payment Schedule

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, and materials will be paid for the contract lump sum price for this item. 60 percent of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining 40 percent will be included in the final payment for work under this contract.

In the event that the Contracting Officer and/or his representative (COR) considers that the amount in this item which represents mobilization (60%) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of his bid. Failure to justify such price to the satisfaction of the Contracting Officer/COR, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer/COR is not subject to appeal.

SECTION 01 20 00 Page 2

1.2.2 Earthen Levee (Base Bid 02)

1.2.2.1 Payment

Payment will be made for costs associated with constructing the earthen embankment levee, including but not limited to the embankment, ramps, toe drain, and inspection trench, excavation, and shoring, in accordance with the drawings and specifications, but not including the PUMP STATION AND GENERATOR BUILDING Bid Item.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Pump Station And Generator Building (Base Bid 04)

1.2.3.1 Payment

Payment will be made for costs associated with constructing the pump station and generator building, including foundation, utility connections, pumps, operations, electrical panels, oil tank distribution.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.4 Base Appurtenant Items - (Including but not limited to C3-4 Drainage Structure STA. 27+36.50)-(Base Bid 07)

1.2.4.1 Payment

Payment will be made for all costs associated with performing the work necessary to construct the drainage swales with erosion control matting, stormwater outlet pipes including motorized sluice gate, concrete structure for the outlet and inlet of the pipes, and electric lines, manholes, manhole covers, removal and plugging of existing culvert and utility mains, clearing, grubbing and stripping, topsoil, planting and seeding, erosion and sediment control measures, levee cellular confinement system, levee and floodwall geotextile separator, and site restoration, in accordance with the drawings and specifications.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Vibration Monitoring of Structures (Base Bid 08)

1.2.5.1 Payment

Payment will be made for all costs associated with performing the work necessary to monitor the vibration of structures, in accordance with the drawings and specifications.

1.2.5.2 Unit of Measure

Unit of measure: Job.

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1.2.6 Erosion And Sediment Control (Base Bid 12)

1.2.6.1 Payment

Payment will be made for all material and labor required to install erosion and sediment control protection measures, including but not limited to silt fence, hay bales, catch basin filters, tree protection, construction entrance, cellular confinement system on the levees in accordance with the drawings and specifications. This applies to all erosion and sediment control measures in the Base, Option 1, Option 2, and Option 3 as indicated in the bid schedule.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.7 Landscaping (Base Bid 14)

1.2.7.1 Payment

Payment will be made for all material and labor required to restore all the disturbed area and vegetation along the levees, including but not limited to seeding, mulching, planting in accordance with the drawings and specifications.

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.8 Surcharge Fill (Base Bid 16)

1.2.8.1 Payment

Payment will be made for work necessary to construct the surcharge fill, including but not limited to surcharge fill, temporary rerouting of existing sewer line, temporary drainage line, excavation, shoring, undercutting, and replacement of 5 ft thick unsuitable material within the surcharge footprint with levee material, dewatering, geotextile installation, two settlement monitoring plates, surcharge fill compaction inspection, various relevant laboratory tests in accordance with the drawings and specifications.

1.2.8.2 Unit of Measure

Unit of measure: Job.

1.2.9 Re-Route Utility: AMERICAN WATER (Base Bid 17)

1.2.9.1 Payment

Payment will be made for All material and labor required to retore/relocated AMERICAN WATER owned utilities in accordance with the drawings and specifications.

1.2.9.2 Unit of Measure

Unit of measure: Job.

SECTION 01 20 00 Page 4

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Piles (Floodwall, Buildings)-(Base Bid 03)

1.3.1.1 Payment

Payment will be made for costs associated with furnishing and installing steel piles for floodwall and generator building in accordance with the drawings and specifications, but not including the VIBRATION MONITORING OF

STRUCTURES, JOB PILE DYNAMIC TESTS, TEST PILES DYNAMIC TESTS FOR PRIMARY

TEST PILES and TEST PILE DYNAMIC TESTS FOR SECONDARY TEST PILES Bid Items. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

1.3.1.2 Measurement

The total quantity of piles for which payment will be made will be the in place length of driven piles based on pile driving records. Pile lengths will be measured to the nearest tenth of a foot. Cut-off lengths will not be paid for. No additional payment will be made for piles requiring restrike.

1.3.1.3 Unit of Measure

Unit of measure: Linear feet.

1.3.2 Test Piles (Base Bid 05)

1.3.2.1 Payment

Payment will be made for work necessary to furnish and install test pile sets consisting of two (one primary and one secondary) piles in each set but not including the STATIC COMPRESSION LOAD TESTS FOR PRIMARY TEST

PILES, STATIC COMPRESSION LOAD TESTS FOR SECONDARY TEST PILES, STATIC

TENSION LOAD TESTS FOR PRIMARY TEST PILES, and STATIC TENSION LOAD TESTS FOR SECONDARY TEST PILES bid items.

1.3.2.2 Measurement

Static compressive load tests will be measured by each test satisfactorily performed.

1.3.2.3 Unit of Measure

Unit of measure: Each.

1.3.3 Static Compression Load Tests for Primary Test Piles (Base Bid 06a)

1.3.3.1 Payment

Payment will be made for work to perform static compressive load tests for

SECTION 01 20 00 Page 5 the primary test piles, including calibration of the extensometers, load cell, and hydraulic jack; driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of primary static compressive load tests is three.

1.3.3.2 Measurement

Static compressive load tests will be measured by each test satisfactorily performed.

1.3.3.3 Unit of Measure

Unit of measure: Each.

1.3.4 Static Compression Load Tests for Secondary Test Piles (Base Bid 06b)

1.3.4.1 Payment

Payment will be made for all work to perform static compressive load tests for the secondary test piles, including calibration of the extensometers, load cell, and hydraulic jack; driving all reaction/support piling;

placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles;

backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of secondary pile tests that will be performed is not fixed and up to the Contracting Officer's discretion. The quantity shown is the maximum number of tests that may be performed on the secondary piles.

1.3.4.2 Measurement

Static compressive load tests will be measured by each test satisfactorily performed.

1.3.4.3 Unit of Measure

Unit of measure: Each.

1.3.5 Job Pile Dynamic Tests (Base Bid 09)

1.3.5.1 Payment

Payment will be made for performing dynamic load tests for job piles, including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

1.3.5.2 Measurement

Job pile dynamic testing will be measured by each test satisfactorily performed.

1.3.5.3 Unit of Measure

Unit of measure: Each.

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1.3.6 Test Pile Dynamic Tests for Primary Test Piles (Base Bid 10)

1.3.6.1 Payment

Payment will be made for all work required for performing dynamic load tests for the test piles, including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

1.3.6.2 Measurement

Primary test pile dynamic testing will be measured by each test satisfactorily performed.

1.3.6.3 Unit of Measure

Unit of measure: Each.

1.3.7 Test Pile Dynamic Tests for Secondary Test Piles (Base Bid 11)

1.3.7.1 Payment

Payment will be made for all work for performing dynamic load tests for the test piles, including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

1.3.7.2 Measurement

Secondary test pile dynamic testing will be measured by each test satisfactorily performed.

1.3.7.3 Unit of Measure

Unit of measure: Each.

1.3.8 Shrubs (Base Bid 13a)

1.3.8.1 Payment

Payment will be made for all material and labor required for the placement and maintenance of shrubs in accordance with the project specifications and landscape plans.

1.3.8.2 Measurement

Shrubs will be measured by the amount of succefully established units.

1.3.8.3 Unit of Measure

Unit of measure: Each.

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1.3.9 Seeding (Base Bid 13b)

1.3.9.1 Payment

Payment will be made for all material and labor required for the seeding, maintenance, and mowing of the seeding areas in accordance with the project specifications and landscape plans.

1.3.9.2 Measurement

Seeding will be measured by the amount of succefully established acres.

1.3.9.3 Unit of Measure

Unit of measure: Acres.

1.3.10 Herbivory Fence (Base Bid 13c)

1.3.10.1 Payment

The quantity of herbivory fence furnished and incorporated into the work shall be the number of Acres, including the cost of all labor, materials, and equipment required to install and maintain the barrier around and within the cell perimeter of the marsh planting areas as shown on drawings. Double payment will not be made for adjacent cell perimeters.

1.3.10.2 Measurement

Herbivory fence will be measured per Acre, including all labor, materials, equipment, and incidentals necessary to complete the work from installation to maintenance and removal, in accordance with the details and plans, to the satisfaction of the Contracting Officer.

1.3.10.3 Unit of Measure

Unit of measure: Acres.

1.3.11 Planting Area-Dunes North of Port Monmouth RD. (Former Contract 3 Area)-(Base Bid 15a)

Paymments will be made for costs associated with all material and labor required for the seeding, maintenance, and mowing of the seeding areas in accordance with the project specifications and landscape plans.

1.3.11.1 Unit of Measure

Unit of Measure: Acres.

1.3.12 Planting Area-Dunes South of Port Monmouth RD. (Former Contract 3 Area)-(Base Bid 15b)

Paymments will be made for costs associated with all material and labor required for the seeding, maintenance, and mowing of the seeding areas in accordance with the project specifications and landscape plans.

1.3.12.1 Unit of Measure

Unit of Measure: Acres.

SECTION 01 20 00 Page 8

1.3.13 Planting Area-North of Pump Station (Former Contract 2 Area)-(Base Bid 15c)

Paymments will be made for costs associated with all material and labor required for the seeding, maintenance, and mowing of the seeding areas in accordance with the project specifications and landscape plans.

1.3.13.1 Unit of Measure

Unit of Measure: Acres.

1.3.14 Planting Area-South of Pump Station (Former Contract 2 Area)-(Base Bid 15d)

Paymments will be made for costs associated with all material and labor required for the seeding, maintenance, and mowing of the seeding areas in accordance with the project specifications and landscape plans.

1.3.14.1 Unit of Measure

Unit of Measure: Acres.

1.4 OPTIONS

1.4.1 Option 1

1.4.1.1 Payment

All material and labor required to construct from STA 1+20BA through STA 6+20BA. This option shall be exercised within 18 months after Notice to Proceed of the Base Contract.

1.4.1.2 Unit of Measure

Unit of measure: job.

1.4.2 Option 2

1.4.2.1 Payment

All material and labor required to construct from STA 29+80 through STA 37+30 and STA 0+00RR through STA 12+54RR. This option shall be exercised within 18 months after Notice to Proceed of the Base Contract.

1.4.2.2 Unit of Measure

Unit of measure: job.

1.4.3 Road Raising and Sheet Pile Retaining Wall (Option 2a)

1.4.3.1 Payment

Payment will be made for costs associated with work necessary to construct the road raising, including the sheet pile retaining wall, including but not limited to excavation, earthen fill, grading, underground utilities and its appurtenances, road pavement and its appurtenances

SECTION 01 20 00 Page 9

1.4.3.2 Unit of Measure

Unit of measure: Job.

1.4.4 Earthen Levee (Option 2b)

1.4.4.1 Payment

All work necessary to construct the earthen embankment levee between STA 33+85 to STA 36+91, including but not limited to the embankment, ramps, toe drain, and inspection trench, excavation and shoring, in accordance with the drawings and specifications, but not including Bid Items Earthen Levee.

1.4.4.2 Unit of Measure

Unit of measure: Job.

1.4.5 Option 3

1.4.5.1 Payment

All material and labor required to construct from STA 00+00 through STA 9+90. This option shall be exercised within 18 months after Notice to Proceed of the Base Contract.

1.4.5.2 Unit of Measure

Unit of measure: job.

1.4.6 Floodwall (Option 3a)

1.4.6.1 Payment

All work necessary to construct the reinforced concrete T-wall between STA 0+00 and STA 9+75 including but not limited to concrete wall foundation, sheet pile cut-off wall, toe drain, excavation, shoring, dewatering, and backfill with satisfactory material in accordance with the drawings and specifications, but not including BID ITEMS Moilization And Demobilization, Piles (Floodwall, Building), and OPTION ITEMS Road Raising And Sheet Pile Retaining Wall.

1.4.6.2 Unit of Measure

Unit of measure: job.

1.4.7 Piles (Floodwall, Buildings) OPTION 3b

1.4.7.1 Payment

All work necessary to furnish and install steel piles for floodwall in accordance with the drawings and specifications, but not including BID ITEMS Vibration Monitoring Of Structures, Job Pile Dynamic Tests, Test Pile Dynamic Tests For Primary Test Piles And Test Pile Dynamic Tests For Secondary Test Piles. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

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1.4.7.2 Unit of Measure

Unit of measure: Linear Feet.

1.4.8 Test Piles OPTION 3c

1.4.8.1 Payment

All work necessary to furnish and install test pile sets consisting of two (one primary and one secondary) piles in each set but not including BID ITEMS, Static Compression Load Tests For Primary Test Piles, Static Compression Load Tests For Secondary Test Piles, and OPTIONS Static Tension Load Tests For Primary Test Piles 0008A and Static Tension Load Tests For Secondary Test Piles 0008B.

1.4.8.2 Unit of Measure

Unit of measure: Each.

1.4.9 JOB PILE DYNAMIC TESTS (Option 3d)

1.4.9.1 Payment

All work for performing dynamic load tests for job piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

1.4.9.2 Unit of Measure

Unit of measure: Each.

1.4.10 TEST PILE DYNAMIC TESTS FOR PRIMARY TEST PILES (Option 3e)

1.4.10.1 Payment

All work for performing dynamic load tests for the test piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

1.4.10.2 Unit of Measure

Unit of measure: Each.

1.4.11 TEST PILE DYNAMIC TESTS FOR SEONDARYY TEST PILES (Option 3f)

1.4.11.1 Payment

All work for performing dynamic load tests for the test piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all

SECTION 01 20 00 Page 11 operations incidental thereto.

1.4.11.2 Unit of Measure

Unit of measure: Each.

1.4.12 SPLICING (Option 3g)

1.4.12.1 Payment

All work necessary to splice steel piles within the Option 3 in accordance with the drawings and specifications.

1.4.12.2 Unit of Measure

Unit of measure: Each.

1.4.13 Earthen Levee (Option 3h)

1.4.13.1 Payment

PAll work necessary to construct the earthen embankment levee between STA 9+30 to STA 9+95 including but not limited to the embankment, ramps, toe drain, and inspection trench, excavation and shoring, in accordance with the drawings and specifications, but not including BID ITEMS Pump Station And Generator Building

1.4.13.2 Unit of Measure

Unit of measure: Job.

1.4.14 Appurtenant Items-C3-1 Drainage Structure (Option 3i)

1.4.14.1 Payment

All work necessary to construct the drainage swales with erosion control matting, stormwater outlet pipes including motorized sluice gate, concrete structure for the outlet and inlet of the pipes, and electric lines, manholes, manhole covers, removal and plugging of existing culvert and utility mains, clearing, grubbing and stripping, topsoil, planting and seeding, erosion and sediment control measures, levee cellular confinement system, levee and floodwall geotextile separator, and site restoration, in accordance with the drawings and specifications.

1.4.14.2 Unit of Measure

Unit of measure: Job.

1.4.15 SPLICING (Option 4)

1.4.15.1 Payment

All work necessary to splice steel piles within the Base in accordance with the drawings and specifications.

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1.4.15.2 Unit of Measure

Unit of measure: Each.

1.4.16 Contaminated Non-Hazardous Material (Option 5)

1.4.16.1 Payment

All work for handling, transport, treatment, and off-site disposal of upland material exceeding NJDEP non-residential soil cleanup criteria and classified as contaminated non-hazardous (ID 27 Waste) suitable for landfill cover, roadway subbase and recycling facilities, complete.

Quantities are estimated.

1.4.16.2 Measurement

The total quantity of Contaminated Non-Hazardous Material for which payment will be made will be determined by soil testing.

1.4.16.3 Unit of Measure

Unit of measure: CY.

1.4.17 Haul and Dispose of Excess or Unsatisfactory Material at Offsite Location (Option 6)

1.4.17.1 Payment

Payment will be made for costs associated with all work necessary to haul and dispose of excess or unsatisfactory material at an approved off-site location in accordance with the drawings and specifications. Quantities are estimated.

1.4.17.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site. The USACE certified laboratory, used for this purpose, will be hired and paid for by the Contractor.

1.4.17.3 Unit of Measure

Unit of measure: Tons Cubic Yards .

1.4.18 Liability Insurance (Option 7)

1.4.18.1 Payment

Payment will be made for costs associated with liability insurance for New Jersey Department of Environmental Protection (NJDEP), Monmouth County, and Middletown Township Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

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1.4.18.2 Unit of Measure

Unit of measure: Job.

1.4.19 Static Tension Load Tests For Primary Test Piles (Option 8a)

1.4.19.1 Payment

Payment will be made for work to perform static tension load tests for the primary test piles, including calibration of the extensometers, load cell, and hydraulic jack; driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of primary static tension load tests is two.

1.4.19.2 Measurement

Static tension load tests for primary test piles will be measured by each test satisfactorily performed.

1.4.19.3 Unit of Measure

Unit of measure: each.

1.4.20 Static Tension Load Tests For Secondary Test Piles (Option 8b)

1.4.20.1 Payment

Payment will be made for work to perform static tension load tests for the secondary test piles, including calibration of the extensometers, load cell, and hydraulic jack; driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of secondary pile tests that will be performed is not fixed and up to the Contracting Officer's discretion. The quantity shown is the maximum number of tests that may be performed on the secondary piles.

1.4.20.2 Measurement

Static tension load tests for secondary test piles will be measured by each test satisfactorily performed.

1.4.20.3 Unit of Measure

Unit of measure: each.

1.4.21 Re-Route Utility: Verizon (Option 9a)

1.4.21.1 Payment

Utility provided material and labor required to retore/relocated Verizon owned utilities in accordance with the drawings and specifications.

Contractor is to verify that the work is performed by an approved contractor.

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1.4.21.2 Unit of Measure

Unit of measure: Job.

1.4.22 Re-Route Utility: Verizon (Option 9b)

1.4.22.1 Payment

All Contractor material and labor required to retore/relocated Verizon owned utilities in accordance with the drawings and specifications.

1.4.22.2 Unit of Measure

Unit of measure: Job.

1.4.23 Re-Route Utility: Comcast (Option 10a)

1.4.23.1 Payment

Utility material and labor required to retore/relocated Comcast owned utilities in accordance with the drawings and specifications. Contractor is to verify that the work is performed by an approved contractor.

1.4.23.2 Unit of Measure

Unit of measure: Job.

1.4.24 Re-Route Utility: Comcast )(Option 10b)

1.4.24.1 Payment

All Contractor material and labor required to retore/relocated Comcast owned utilities in accordance with the drawings and specifications.

1.4.24.2 Unit of Measure

Unit of measure: Job.

1.4.25 Re-Route Utility: JCP&L (Option 11a)

1.4.25.1 Payment

Utility material and labor required to retore/relocated JCP&L owned utilities in accordance with the drawings and specifications. Contractor is to verify that the work is performed by an approved contractor.

1.4.25.2 Unit of Measure

Unit of measure: Job.

1.4.26 Re-Route Utility: JCP&L (Option 11b)

1.4.26.1 Payment

All Contractor material and labor required to retore/relocated JCP&L owned

SECTION 01 20 00 Page 15 utilities in accordance with the drawings and specifications.

1.4.26.2 Unit of Measure

Unit of measure: Job.

1.4.27 Wetland Mitigation Bank Credits (Option 12)

1.4.27.1 Payment

Purchase credits from a NJDEP approved wetland mitigation bank certified to sell credits in Watershed Management Area 12 for project impacts to freshwater wetlands.

1.4.27.2 Unit of Measure

Unit of measure: Credit.

1.4.28 Portable Eye Wash Station (Option 13)

1.4.28.1 Payment

Purchase of specified equipment for the former Contract 2 facility.

1.4.28.2 Unit of Measure

Unit of measure: Each.

1.5 CONTAMINATED SOIL REMOVAL

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.5.1 Unit of Measure

Unit of measure: cubic yard .

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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