01_22_00.00_18.pdf

S-AN-UC RV SANUC2

SECTION 01 22 00.00 18

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICE (BIDDING)SCHEDULES 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, shall be included in the listed JOB item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements includes ensuring compliance with all permits, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization (Item No. 0001)

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Additional Cost for Insurance (Item No. 0004)

1.1.2.1 Payment

Payment will be made for costs associated with additional insurance premium provided by the contractor as requirements specified in Section 00 73 00 para 1.32

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3.1 Debris Removal and Disposal (Item No. 0006 and 0007)

1.1.3.2 Payment

Payment will be made for costs associated with removing 3 steel piles in Port Jersey channel slope area and upstruction bebris in Stapleton Area

1.1.3.3 Unit of Measure

Unit of measure: Job

1.2 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 PRICE SCHEDULE and described below.

The unit price and payment made for each item listed shall 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.

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1.2.1 Debris Removal and Disposal (Item No. 0008, 0009 and 0010)

1.2.1.1 Payment

Payment will be made for costs associated with the collection, storage and handling, and the removal from the site and proper disposal of all debris recovered from the bottom and all floating debris. Payment shall also include the removal of bottom Debris includes but is not limited to cables, pilings, line and all objects not included in the definition of material dredged for HARS placement.

Natural material (all soil and rock sizes and types) picked up during dredging that exceeds the size of any material processing screening or is entrapped with manmade or wood items removed as debris, is ineligible for payment as debris. Whether this material is HARS suitable or not, the contractor is responsible for finding approved disposal/placement at no additional compensation.

Material for which the contractor is seeking payment must be stockpiled at an agreed to accessible location. Arrangements for review of any disposal/placement shipments must be made following the procedure for QC Preparatory or Initial Inspections. Shipping documents to include certified truck weight tickets and destination must be furnished prior to any request for payment.

1.2.1.2 Unit of Measurement

Unit of measure: ton (2,000 lbs).

1.2.9 Subsurface drilling and sampling (Item No. 0011)

1.2.9.1 Payment

Payment will be made for costs associated with subsurface drilling and sampling for each drill hole performed, including mobilization and demobilization of all equipment necessary to perform the required drilling sampling, and coring to a depth of 60 feet below MLW. Mobilization and demobilization will include a drill rig of complete assembly and in working order as well as the transportation of samples and cores to the Caven Point Marine Terminal. Size of sampling shall be 1-3/8 inch diameter and size of rock core shall be NX diameter core.

1.2.9.2 Measurement

The measurement for drilling drive sample drill holes including soil sampling will be the number of holes that were drilled in accordance with the specifications. Measurements will be made from mean low water.

1.2.9.3 Unit of Measure

Unit of measure: each.

1.2.10 Dredging and Placement of Non-Rock Materials for Placement at the HARS .

-Item No.0002 ,0003 and 0005 and 0012; Dredging, Transportation, and placement of Dredged Materials Suitable for Placement at the HARS.

1.2.10.1 Payment

Payment will be made for costs associated with dredging, including transportation and deposition of dredge material at the HARS, monitoring, and other incidental thereto, including hydrographic surveys.

1.2.10.2 Measurement

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The total quantity of dredged material for which payment will be made will be by in-situ (quantity) measurement in cubic yards by computing the difference of available material between the pre-dredge survey and the post-dredge survey. Available material is defined as material located within the boundaries of the dredge prism as shown on the drawings to include the required dredged depths indicated on the drawings and up to the paid dredge tolerance. Specifically, a quantity of available material will be computed between the dredge prism and the bottom surface shown by the soundings of the Government's pre-dredge survey, and a quantity of available material will be computed between the dredged prism and the bottom surface shown by the Government post-dredge survey. The difference between these two available quantities (pre-dredge and post-dredge) will constitute the quantity of material dredged up to the paid dredge tolerance. Misplaced materials (including any required removal and placement), excessive dredging, and materials falling or drawn into the cut from beyond the side slope plane or beyond the limits indicated, will be excluded from the quantities for which payment will be made. The Triangulated Irregular Network (TIN) method will be used for quantity determination.

1.2.10.3 Unit of Measure

Unit of measure: cubic yard.

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