01 22 00.00 10.pdf

ROCKAWAY REINFORCED DUNE AND CROSSOVER

Amendment 005

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

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 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

1.2.1.1 Mobilization for Reinforced Dune & Crossovers

Mobilization shall 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 shall 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 shall 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, shall be made by the Contractor.

1.2.1.2 Demobilization for Reinforced Dune & Crossovers

Demobilization shall 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

SECTION 01 22 00.00 10 Page 1 contract. Upon completion of work, the Contractor shall restore all access areas to the same or otherwise specified conditions.

1.2.1.3 Mobilization and Demobilization for Hydraulic Beachfill

Mobilization shall include all costs for operations accomplished prior to commencement of actual dredging operations, such as transfer of dredge and attendant plant and equipment to site, initial installations of pipe, preparation of beach fill areas, and other incidentals in advance of the actual dredging. Demobilization shall include general preparation for transfer of plant to home base, removal of pipelines, cleanup of beach fill areas, and transfer of plant to its home base. The cost of work other than mobilization and demobilization of the Contractor's dredging plant and equipment shall not be included in this item.

1.2.1.4 Payment

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

MOBILIZATION AND DEMOBILIZATION.

1.2.1.5 Payment schedule

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and materials will be paid for the contract lump sum price for this item. Sixty percent (60%) of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent (40%) 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.

1.2.1.6 Unit of Measure

Unit of measure: Job.

1.2.2 Vibration Monitoring

1.2.2.1 Payment

All work for Vibration Monitoring shall be included in the Vibration Monitoring Line Item on the Bid Schedule.

1.2.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 2

1.2.3 Demolition and Disposal of Existing Crossovers

1.2.3.1 Payment

All work for demolition and disposal of existing Crossovers shall be included in the Demolition of Existing Crossovers line Item on the Bid schedule.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Additional Insurance (Option 1)

1.2.4.1 Payment

All payment for Additional Insurance shall be included in the Line Item on the Bid Schedule.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 As Built Record Drawings

1.2.5.1 Payments

Contractor shall complete the Record ("As-Builts") CAD submittal as required by Specification the Record Documents submittal as required by Specification Section 01 78 00 CLOSEOUT SUBMITTALS.

1.2.5.2 Unit of Measure

Unit of measure: Each.

1.2.6 Concrete Walkway

1.2.6.1 Payments

The concrete walkway payment will include all materials, labor and installation of furnishing all labor, materials, equipment, and incidentals necessary to complete this item in construct the stabilization mats for the walkway in accordance with the plans, specifications, and the directions of the Contracting Officer.

1.2.6.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications Section 06 13 35.00 18, and to the satisfaction of the Contracting Officer.

1.2.6.3 Unit of Measure

Unit of measure: Job Square Yard. .

SECTION 01 22 00.00 10 Page 3

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 Excavation, Stockpiling and Backfill

1.3.1.1 Payment

Payment will be made for costs associated with excavation,stockpiling and backfill which includes performing required excavation and other operations incidental thereto. It shall be included in the Excavation, Stockpiling and Backfill line item on bid schedule.

1.3.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.1.3 Unit Of Measure

Unit of Measure: Cubic Yard

1.3.2 Disposal of Unsuitable Fill and Debris

1.3.2.1 Payment

Payment will be made for costs associated with disposal of unsuitable fill and debris shall be included in Disposal of Unsuitable fill and Debris.

1.3.2.2 Unit of Measure

Unit of measure: cubic yard .

1.3.3 Hydraulic Fill for Proposed Dune Area

1.3.3.1 Measurement and Payment

The total amount of material acceptably placed on the beach (from the borrow areas) is to be paid for at the contract unit price as shown on the bidding schedule (Section 00 10 00 ), shall be measured by the cubic yard in place on the beach by computing the volume between the beach surface shown by a survey made before filling and beach surface shown on a survey after filling. The reference datum shall be NAVD. No payment shall be made for material placed:

(1) In excess of the quantity to the design grade plus the 1 foot tolerance. See paragraph for exception regarding Compensated Slope.

(2) For the extent of the project in the Rockaway beach, above El. +18 ft

SECTION 01 22 00.00 10 Page 4

NAVD plus tolerance on the dune crest; beyond the slope line on the northern dune side slope plus tolerance, beyond the 1 on 5 slope line on the southern dune side slope plus tolerance, above the +8 ft NAVD plus tolerance on the berm, and beyond the point where the 1 on 15 slope line plus tolerance intersects with the ocean bottom.

(3) For the extent of the project from approximately Station approximately 331+20 to the eastern project limit, no payment shall be made for material placed above tapered dune crest plus tolerance on the dune crest; beyond the slope line on the northern dune side slope plus tolerance, or beyond the 1 on 5 slope line on the southern dune side slope plus tolerance.

(4) Which was obtained from outside the designated borrow area or below the maximum dredging limit of the borrow area, except as directed by the Contracting Officer or his representative.

1.3.3.1.1 Original and Final Surveys

The Contractor shall make original and final surveys under the supervision of the Contracting Officer's representative and shall make computations to determine the quantities of materials placed on the beach for acceptance.

1.3.3.1.2 Surveys for Progress Payments

The Contractor will make any surveys for periods for which progress payments are requested and shall make the computations based on these surveys.

1.3.3.1.3 Initial and Final Surveys

Initial and final surveys for acceptance will be taken immediately prior to and after fill placement. Before fill, surveys shall not be taken more than 14 days prior to fill placement. Surveys will be taken on parallel profile lines (ranges) spaced at a maximum of 100-foot intervals. The minimum stationing interval will be 25 feet or at breaks in slope.

The Contractor shall conduct the original and final surveys, with the presence of Government representatives, and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be done by a New York licensed surveyor and certified hydrographer subjected to approval by the Contracting Officer.

- The Contractor shall be responsible to conduct all surveys. The Contractor shall maintain work sections - a pre-construction and final acceptance section surveyed while construction is taking place in between.

The pre-construction sections should be maintained at a minimum 300 feet ahead of the fill placement. The Contractor shall make such computations as are necessary to determine the quantities of work performed or finally in place and submit the computation for Government approval.

-Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer or his representative. (FAR 52.236-16)

SECTION 01 22 00.00 10 Page 5

For Beach Fill Placement:

The Contractor will coordinate with the Contracting Officer's representative to maintain work sections. The Contractor will perform preconstruction surveys between 500 feet and 1500 feet in advance of the last acceptance station but not more than 14 days prior to fill placement. Prior to construction, add dune profile at every crossover location. The surveys shall be performed in 100 foot increments.

Acceptance surveys shall be performed when 500 linear feet of beach is dressed and graded to template.

For Borrow Area Surveys:

A pre- and post- construction survey of the borrow area at least 100 feet along the length of the borrow area and 25-foot intervals is required for this project to monitor the pre- and post-construction borrow area conditions with other survey methods approved by the COR.

In addition, weekly borrow area surveys are required at 200-foot sections and 50 foot intervals. The Contractor shall compute the volume extracted and furnish all computations, Fathometer plots, and depth readings utilized to the Contracting Officer with each Monday's QC report.

1.3.3.1.4 Original Field Notes, Computations and Other Records

All original field notes, computations and other records for the purpose of layout of surveys conducted by the Contractor shall be recorded in duplicating field books, the original pages of which shall be furnished promptly to the Contracting Officer, or his representative, at the site of work. The Contractor shall furnish the Contracting Officer, or his representative, profile data for the survey on a computer disk. The survey data shall be in a format compatible with both the HYPACK or Bmap/Rmap program and in X, Y, Z format, and stored on DVD's. The Contractor shall submit to the Contracting Officer, prior to surveying, a base line drawing showing all offsets, elevation, reference lines and range line locations to be utilized.

1.3.3.1.5 Original Drawings

All original drawings that are submitted to the Contracting Officer shall be accompanied by three prints of each only if requested by COR.

1.3.3.2 Temporary Fencing

No separate payment shall be made for temporary fencing, and all costs in connection therewith shall be included in the contract unit price for Hydraulic Beach Fill.

1.3.4 Vegetation

1.3.4.1 Payment

The price for all vegetation (e.g., seeds, grasses, plants, trees, etc) and installation shall include the cost of furnishing all labor, materials, equipment, and incidentals necessary to complete this item in accordance with the plans, specifications, and the directions of the Contracting Officer. The price for all plantings shall be in acres. The Contractor shall be paid for percentage complete based on determination of

SECTION 01 22 00.00 10 Page 6 the Contracting Officer during installation. A pre-determined amount will be retained by the Contracting Officer payable when the conditions in Sections 3.3 and 3.4 of Specification Section 32 94 00 are met and approved as satisfactory by the Contracting Officer.

1.3.4.2 Measurement

All items for planting will be measured by the units installed in accordance with the plans and specifications (Section 32 94 00, acres), and to the satisfaction of the Contracting Officer.

1.3.4.3 Unit Of Measure

Unit of Measure: AC

1.3.5 Coir Blankets

1.3.5.1 Payment

All work for coir blankets shall be included in the Coir Blankets Line Item on the Bid Schedule.

1.3.5.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications Section 32,94 00 and to the satisfaction of the Contracting Officer.

1.3.5.3 Unit Of Measure

Unit of Measure: Square Yard

1.3.6 Sand Fence

1.3.6.1 Payment

All work for sand fence shall be included in the Sand Fence Line Item on the Bid Schedule. Payment will be made for all plant, labor, equipment, transportation, and materials for site preparation and installation of sand fence in accordance with the Contract Drawings and Specifications 32

31 10.00 18 SAND FENCE.

1.3.6.2 Measurement

Measurement will be by linear feet of fence.

1.3.6.3 Unit Of Measure

Unit of Measure: Linear Feet

1.3.7 Removal & Disposal of Timber Piles

1.3.7.1 Payment

Payment will be made for costs associated with removal and disposal of existing timber piles shall be included in Removal & Disposal of Timber Piles line item on the Bid Schedule.

SECTION 01 22 00.00 10 Page 7

1.3.7.2 Unit of Measure

Unit of measure: Ton

1.3.8 Regrading & Hydrualic Fill Post Reinforce Dune Construction

Payment will be made for costs associated with regrading & hydrualic fill post reinforce dune construction shall be included in regrading & hydrualic fill post reinforce dune construction line item on the bid schedule.

1.3.8.1 Unit of Measure

Unit of measure: Cubic Yard

1.3.9 Type A Armor Stone

1.3.9.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION

1.3.9.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.9.3 Unit Of Measure

Unit of Measure: TON

1.3.10 Core Stone

1.3.10.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION

1.3.10.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the

SECTION 01 22 00.00 10 Page 8 site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.10.3 Unit Of Measure

Unit of Measure: TON

1.3.11 Gravel Base Course

1.3.11.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION

1.3.11.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.11.3 Unit Of Measure

Unit of Measure: TON

1.3.12 Geotextiles

1.3.12.1 Payment

All work for Geotextiles shall be included in the Geotextiles Line Item on the Bid Schedule.

1.3.12.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications (Section 31 05 22), and to the satisfaction of the Contracting Officer.

1.3.12.3 Unit Of Measure

Unit of Measure: Square Yard

SECTION 01 22 00.00 10 Page 9

1.3.13 Sheetpile

1.3.13.1 Payment

All work for sheetpile shall be included in the AZ12-770 Sheetpile Line Item on the Bid Schedule.

1.3.13.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications (Section 31 41 16), and to the satisfaction of the Contracting Officer.

1.3.13.3 Unit Of Measure

Unit of Measure: Square Foot

1.3.14 Concrete Cap

1.3.14.1 Payment

All work for the concrete cap shall be included in the Concrete Cap Line Item on the Bid Schedule.

1.3.14.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications (Section 31 41 16), and to the satisfaction of the Contracting Officer.

1.3.14.3 Unit Of Measure

Unit of Measure: Cubic Yard

1.3.15 Stabilization Mats

1.3.15.1 Payment

All stabilization mats for pedestrian crossover types P1, P3 and P4 shall be included in the Pedestrian Crossover Type P1, P2 and P3 Line Item on the Bid Schedule.

1.3.15.2 Measurement

All work items will be measured by the units installed in accordance with the plans and specifications Section 06 13 35.00 18, and to the satisfaction of the Contracting Officer.

1.3.15.3 Unit Of Measure

Unit of Measure: Square Yard

SECTION 01 22 00.00 10 Page 10

1.3.16 Construction of Type P2 Crossovers

1.3.16.1 Payment

All work for Construction of Type P2 crossovers shall be included in the Pedestrian ADA Complaint Crossovers Type P2 line item on the Bid Schedule.

1.3.16.2 Unit of Measure

Unit of measure: Each.

1.3.17 Construction of Type V1 Crossovers (includes VA25, VA37, VA 6975, VA86 VA97, and VA101)

1.3.17.1 Payment

All work for Construction of Type V1 Crossovers (includes VA25, VA37, VA 69 75, VA86, VA97 and VA101 shall be included in the Vehicular Crossovers Type V1 line item on the Bid Schedule.

1.3.17.2 Unit of Measure

Unit of measure: Each.

1.3.18 Construction of Type V1 Crossovers (includes VA32)

1.3.18.1 Payment

All work for Construction of Type V1 Crossovers (includes VA32) shall be included in the Vehicular Crossovers Type V1 line item on the Bid Schedule.

1.3.18.2 Unit of Measure

Unit of measure: Each.

1.3.19 Construction of Type V2 Crossovers (VA41, VA49, VA57, VA67 , VA69 )

1.3.19.1 Payment

All work for Construction of Type V2 Crossovers shall be included in the Vehicular with Pedestrian Crossovers Type V2 line item on the Bid Schedule.

1.3.19.2 Unit of Measure

Unit of measure: Each.

1.3.20 Re-build Type P5 Crossovers

1.3.20.1 Payment

All work for Re-build type P5 crossovers shall be included in the Pedestrian Crossovers type P5 Re-Built line item on the Bid Schedule.

1.3.20.2 Unit of Measure

Unit of measure: Each.

SECTION 01 22 00.00 10 Page 11

1.3.21 Aluminum Railings (Options 2 & 4)

1.3.21.1 Payment

All work for Aluminum Railings shall be included in the Aluminum Railings Line Items on the Bid Schedule.

1.3.21.2 Unit of Measure

Unit of measure: Linear Feet

1.3.22 Reinforced Plastic Lumber (Options 3 & 5)

1.3.22.1 Payment

All work for Reinforced Plastic Lumber shall be included in the Reinforced Plastic Lumber Line Items on the Bid Schedule.

1.3.22.2 Unit of Measure

Unit of measure: Square Feet

1.3.23 Dredge Remobilization/Demobilization (Option 6)

1.3.23.1 Payment

All work for Dredge Remobilization/Demobilization shall be included in the Dredge Remobilization/Demobilization Line Item on the Bid Schedule.

1.3.23.2 Unit of Measure

Unit of measure: Job

1.3.24 Hydraulic Fill (Option 7)

1.3.24.1 Payment

All work for hydraulic fill shall be included in the Hydraulic fill Line Item on the Bid Schedule.

1.3.24.2 Unit of Measure

Unit of measure: Job

1.3.25 Timber Groin Removal (Option 8)

1.3.25.1 Payment

All work for timber groin removal shall be included in the Timber Groin Removal Line Item on the Bid Schedule.

1.3.25.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 10 Page 12

1.3.26 Seabeach Amaranth pilot study

1.3.26.1 Payment

Payment will be made for costs associated with excavation/scraping, stockpiling, respreading and other operations incidental thereto.

1.3.26.2 Unit of Measure

Job

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 13

1.3.3.2 Temporary Fencing