Method of Measurement and Payment. Payments for excavation shall be made at the unit rate per 28.32m3 (1,OOOcft.) agreed upon for the actual quantity excavated in conformity with the plans or directed by the Superintending Engineer but no payment shall be allowed for the measurement, which is outside of the volume bounded by vertical planes 450mm (18") outside of and parallel to the next lines of the footing. Excavations for structures measured in its original position by the cross section method shall not include water or other liquids, but shall include muds muck and other similar semi-solids. The top and bottom limits of completed volume shall be the original ground surface and the bottom of the completed footing. Individual quantities shall be worked out to the nearest O.O28m (1cft.) and the total of 1 set nearest to the O.28m3 (10cft.) When it is necessary in the opinion of the Superintending Engineer to carry the foundation below the levels shown on the plans, the excavation for the first 915mm (3 feet) of additional depth will be included in the item, "Foundation excavation," for which payment will be made at contract unit prices. Excavation below this additional depth will be paid for as extra work, unless the contractor is willing to accept payment at contract prices.
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 3.01.
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.
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.
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. Pay Items: 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 Desig...
Method of Measurement and Payment. E4.5.1 The Site development and restoration will be measured and paid for at the Contract Lump Sum Price for “Site Development and Restoration”, which price shall be payment in full for supplying all materials and for performing all operations herein described and all other items incidental to the Work included in this Specification. 50% of the Site Development and Restoration unit price will be paid on the first progress payment following commencement of the work on the specific Site being developed. The remaining 50% of the Site Development and Restoration unit price will be paid when Contractor achieves Total Performance.
Method of Measurement and Payment. Items shall be measured and paid as follows:
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. The City of Charleston and utility companies will provide rings, risers, and lids as necessary on the job. The Contractor shall place risers and rings as needed to match utility features with finished grade. No valves or manholes will be permitted to be paved over unless directed by the City Engineer. The Contractor will construct asphalt curbing (minimum 4” high, 6” width) in all locations where curbs currently exist or where directed by the City Engineer. All curbing shall be compacted with the use of a hand tamper, at a minimum. All driveway aprons shall not exceed 1-1/2” in height at the edge of roadway and gradually slope into existing driveway. Costs for all curbing and driveway aprons are considered incidental to the project and no separate pay item will be provided. Curbing shall be placed parallel to the longitudinal direction of the roadway and not in a meandering fashion. Any “ponding” areas within newly paved surfaces shall be removed and replaced in full lane widths as directed by the City Engineer. Milling and resurfacing areas of “ponding” shall be completed at no additional cost to the owner. It is expected that all downtown streets shall be paved at a rate not less than 500 tons per working day. If the Contractor is unable to maintain minimum production, Liquidated Damages will be assessed as detailed in 108.7.2 – INTERIM COMPLETION DATE of the WVDOT Specifications. Liquidated Damages will be assessed at a minimum of $500 per calendar day charge.
