Method of Measurement and Payment Clause Samples

Method of Measurement and Payment. The payment for earthfillings shall be made only on the Compacted Quantity. The quantity shall be arrived at by taking levels on each occasion. The difference in levels between the compacted surface and the original ground level shall be taken to computer the quantity of earth for the purposes of payment. On no account shall the quantity of earth, excavated or carted from the different sources be taken into consideration for payment. The Contractor is expected to make due allowance for compaction of earth to base his tender rate, as the payment will be only for the compacted quantity of earth as defined in the respective schedules. . The rate should include full compensation for performing all work required under embankments and for furnishing all necessary equipment, tools, labour and other items incidental to embankment.

Method of Measurement and Payment. All quantities are to be measured by the District Engineer or their designee and shall be considered to be final and all payments for same will be made on this basis.

Method of Measurement and Payment. Materials, installation and other items incidental to proper construction will be measured and paid on a unit basis for Items 3.02.

Method of Measurement and Payment. All quantities are to be measured by the District Engineer or Designee and shall be considered final. All payments are to be made on this basis. Pay items in this Price Agreement consist of four (4) different methods of measurements with three (3) different variants in pay items for litter collection and removal. The variants for the pay items are based on the distance the Vendor needs to travel from the District Office and/or the Vendors Base Station, whichever is closer to the project site. The variants of this pay items are described under the pay items section of this Price Agreement. Work limits will be provided to the Vendor by the District Engineer or Designee and will be included in the purchase order. The work limits will be identified by Mile Post (MP) markers and will extend the width of the NMDOT ROW fence. In the event the ROW fence is not available or is in question, the work shall extend a maximum of one-hundred (100) feet from the edge of shoulders in both directions. Litter Collection and Removal by the Ton, for Highways and Interstates : This pay item will be measured by the Tons collected and delivered to the landfill. Trucks will need to be weighed while fully loaded and upon entering the landfill and then weighed empty prior to leaving the landfill. A load ticket from the landfill, indicating the number of litter tons per load will need to be obtained by the driver of the truck. The ticket shall also contain the date, time and vehicle license plate number. The Vendor will have to provide copies of these tickets in order to be paid. All work, manpower and equipment associated with this pay item is incidental to the pay item and no additional payment shall be made. Litter Collection and Removal by the Center Lane Mile, for Two (2) Lane Highways: This pay item will be measured by center Lane-Miles for litter collected and delivered to the landfill. Truck load tickets will not be required as the Vendor will be paid based on number of center lane miles completed. This pay item work includes litter collection and removal from the roadway and both shoulder to the limits described. The Vendor will need to provide the limits of work accomplished on a daily basis and this documentation will need to be signed by the District Engineer or Designee within a forty-eight (48) hour time period. Once signed and dated by the District Engineer or Designee, the work is considered as complete, to the satisfaction of the District Engineer or Designee, and is...

Method of Measurement and Payment. The chip seal shall be measured and paid for by the square yard sealed and accepted by the City. Payment will be full compensation for the chip seal work completed in accordance with the above specifications.

Method of Measurement and Payment. Items shall be measured and paid as follows:

Method of Measurement and Payment. 10.1 Measurement and payment shall be based on each hydrant prepared and painted per specification including surface preparation, site cleanup, primer coat, second coat, and final coat of paint applied, all paint materials, labor, equipment, and traffic control. 10.2 Hydrants located adjacent to arterial streets, as defined in the Lincoln Municipal Code, and within 20 feet of the back of curb of the arterial road way, shall be paid for as the item “Paint Hydrant - Arterial”. 10.2.1 All other hydrants shall be measured and paid for as “Paint Hydrant - Residential”. 10.3 Mobilization shall be measured and paid for Lump Sum, at the commencement of the hydrant painting work. 10.3.1 Mobilization will only be measured and paid for once for each year’s group of hydrants to be painted.

Method of Measurement and Payment. Measurement of round bridge rail and square bridge rail will be by the lineal foot of rail painted. 500.02 BRIDGE RAIL PAINTING Measurement of Rail Post, 2 Rail, will be by the number of rail posts painted that support 1 Round Rail and 1 Square Rail. Measurement of Rail Post, 3 Rail, will be by the number of posts painted that support 1 Round Rail, and 2 Square Rails. Posts that support a Round Rail only, shall be measured as Rail Post, 2 Rail. Measurement and payment will be made utilizing the following: Pay Units: Pay Item Pay Unit 500.02.01 Routine Mobilization ea 500.02.02 Painting of Round Rail lf 500.02.03 Painting of Square Rail lf 500.02.04 Painting of Rail Posts; 2 Rail ea 500.02.05 Painting of Rail Posts, 3 Rail ea One (1) Routine Maintenance Mobilization will paid per Work Request. A Work Request will be issued for each bridge or portion thereof. Payment for Bridge Rail Painting shall include all tolls, equipment, supervision, labor, material, supplies and other items necessary to complete the Work. The applicable payment will be full compensation for Bridge Rail Painting including surface preparation, rust removal, rust converter application, primer coat application, and top coat application. Temporary Traffic Control will be provided by E-470 staff and will be the preferred arrangement for the Work. However, to prevent conflicts or delays Temporary Traffic Control may need to be provided by the Contractor. This need shall be planned and coordinated with the Contractor before the Work is initiated. If provided by the Contractor Traffic Control will be paid for as Non-Pre-Priced Work.

Method of Measurement and Payment. Method of measurement and payment will be as per item and shall be as determined by the District Engineer or their designee and their decision will be final. Asphalt oil generated from Recycled Asphalt Pavement (RAP) shall be incidental to the items for processing and placing of the mix. Only virgin oil utilized in the mix will be paid for under asphalt items.