PAY ITEMS. The cost of all equipment, materials and labor for temporary or permanent facilities necessary to construct the improvements identified in the plans, specifications, or other Contact Documents shall be deemed to be included in the various items making up the Contract Price. No separate payment shall be made to the CONTRACTOR for any such equipment, materials and labor for which a separate Pay Item has not been provided. No adjustments shall be made on this contract to the bid price of any product or material, including gasoline, diesel or other fuels, and bituminous materials, including asphalt, due to fluctuations in market prices, changes in suppliers, or any other reasons.
PAY ITEMS. Work to be completed under this section by the Consultant shall be paid for under the following pay items as listed on the Activity and Fee Summary. • Drainage Design Documentation Report • Bridge Hydraulics Report (BHR) • 30% Bridge Plans • Roadway Design Criteria, Typical Section and Pavement Design Packages • 30%, 60%, 90%, 100% Construction Plans • Bridge Concept Report • Final Construction Plans • Design Notes and Computations Book • Quantity Computation Book • Draft Technical and Special Provisions • Final Technical and Special Provisions • 30%, 60%, 90%, 100% and Final Engineer’s Cost Estimate • Electronic Bid Document Package • Final Electronic Design and Topography Files • Load Rating (Form or Report) • Environmental Consideration Plans • Mitigation Plans • Alum Treatment Facility Plans • Draft Bid Package • Final Bid Package
PAY ITEMS. 5.1.1. The Consultant shall be compensated for Consultant’s Work.
5.1.2. Unless accuracy of materials provided by MDT is disclaimed by MDT, MDT will compensate the Consultant for any additional work required to correct errors or omissions in the materials provided by MDT.
PAY ITEMS. A. Removal of Existing Concrete Sidewalk & Driveways (4-inch thick): Contractor to remove and dispose of existing concrete pavement that is 4-inches thick or less, to facilitate the installation of the proposed sidewalk, curb ramps and/or driveway aprons. This pay item includes all necessary saw cuts required to provide an undamaged, perpendicular and clean vertical edge. Payment for this item will be per square yard (SY) of concrete pavement removed.
B. Removal of Existing Concrete Sidewalk & Driveways (6-inch thick): Contractor to remove and dispose of existing concrete pavement that is greater than 4-inches thick and less than or equal to 6-inches thick, to facilitate the installation of the proposed sidewalk, curb ramps and/or driveway aprons. This pay item includes all necessary saw cuts required to provide an undamaged, perpendicular and clean vertical edge. Payment for this item will be per square yard (SY) of concrete pavement removed.
PAY ITEMS. The method of measurement published by the SANS 1200 subject to the variations and amendments contained in section C3.4.2 shall be applicable to this contract. Descriptions in the Bill of Quantities are abbreviated and comply generally with those in the Standard Specifications. The measurement and payment clause of each Standard Specification, read together with the relevant clauses of the Scope of Work, set out what ancillary or associated activities are included in the rates for the operations specified. Should any requirements of the measurement and payment clause of the applicable Standard Specification, or the Scope of Work, conflict with the terms of the Bill of Quantities, the requirements of the Standard Specification or Scope of Work, as applicable, shall prevail. The item numbers appearing in the Bill of Quantities refer to the corresponding item number in the standard specifications or as amended in the Scope of Work. In the letter case, the item number is prefixed with the letter “B”. The same applies to new clauses added to the standard specification. The units of measurement described in the Bill of Quantities are metric units. Abbreviations used in the Bill of Quantities are as follows: mm = millimetre h = hour m = metre kg = kilogram km = kilometre t = ton (1 000 kg) m² = square metre No. = number m².pass = square metre pass sum = lump sum xx xxxxxx = hectare MN = mega m³ xxxxxx-metre = cubic metre MN.m = mega m³-km Cost Sum = cubic metre-kilometre PC sum = Prime l = litre Prov sum = Provisional sum kl = kilolitre % = per cent MPa = mega pascal kW = kilowatt
PAY ITEMS. The method of measurement published by the South African Bureau of Standards in Clause 8 of the Standardised Specifications for Civil Engineering Construction (SABS 1200) is applicable, subject to the variations and amendments contained in section C3.4.2. Descriptions in the Bill of Quantities are abbreviated and comply generally with those in the Standard Specifications. The measurement and payment clause of each Standard Specification, read together with the relevant clauses of the Scope of Work, set out what ancillary or associated activities are included in the rates for the operations specified. Should any requirements of the measurement and payment clause of the applicable Standard Specification, or the Scope of Work, conflict with the terms of the Bill of Quantities, the requirements of the Standard Specification or Scope of Work, as applicable, shall prevail. The units of measurement described in the Bill of Quantities are metric units. Abbreviations used in the Bill of Quantities are as follows: mm = millimetre h = hour m = metre kg = kilogram km = kilometre t = ton (1000kg) m² = square metre No. = number m².pass = square metre pass sum = lump sum ha = hectare MN = meganewton m³ = cubic metre MN.m = meganewton-metre x0.xx = cubic metre-kilometre PC sum = Prime Cost Sum l = litre Prov sum = Provisional sum kl = kilolitre % = per cent MPa = megapascal kW = kilowatt kPa = kilopascal wt = wall thickness 3. QUANTITIES dia = diameter
3.1 Unless otherwise stated, items are measured net in accordance with the drawings, and no allowance is made for waste.
3.2 The quantities set out in the Bill of Quantities are the estimated quantities of the Works, and do not necessarily represent the actual amount of work to be done. The quantities certified for payment, and not the quantities given in the Bill of Quantities, shall be used for determining payments to the Contractor. The Contract Price for the completed contract shall be computed from the actual quantities of work done, valued at the relevant unit rates and prices.
PAY ITEMS. Consultant must identify necessary pay items required to bid the concept plans, and prepare a draft pay items list that includes standard pay items and special items for this task 4.1.
