Work Method. The contractor shall use labour or equipment to carry out this item of work Quality Control The location and manner of stock piling of the overburden for the reinstatement of the quarry shall be visually checked Measurement and Payment No separate measurement and payment shall be made for removal of overburden and contractor shall be deemed to have allowed in his rates and prices for the cost. 1003 Excavation of Gravel The gravel shall be excavated from quarries approved by the Engineer. It is the Contractors obligation to inform the Engineer in the case that the quality / availability of the gravel changes during the course of excavation. Oversize stones and boulders shall be removed from the excavated gravel and deposited outside the quarry at locations approved by the Engineer. Such stones and boulders may be reused for structures and scour checks Work Method
Work Method. The contractor shall use equipment to carry out this item work. Quality Control The width of the carriageway shall be checked using tape measure at every 10m with tolerance of + 50mm or -20mm. The camber shall be checked using camber board at every 5m with and shall have a tolerance of +/- 1% Measurement: m2 The unit of measurement shall be square metres of carriageway graded.
Work Method. The Contractor shall use a combination of both Labour and equipment to carry out this Item work. Quality Control No haulage equipment shall be used unless its capacity has been ascertained the Engineer. The quality of gravel dumped on the carriageway/carriageway shall be visually checked daily. The quantity of material delivered in each load shall be checked before dumping is allowed. The distance between the stacks shall be checked using tape measure.
Work Method. The Contractor shall use Labour or Equipmentto carry out this Item work. Quality Control The gravel surface width shall be checked at every 100m interval using tape measure and shall have tolerance of + / - 50mm. Trial holes at every 100m shall be used to check the gravel surface thickness and shall have a tolerance of + 5mm / - 0mm. The camber cross fall shall be checked at every 50m and the maximum tolerances shall be + / - 1 % The longitudinal profile shall be checked with every load to ensure a smooth surface with no corrugations or depressions Measurement: m3 The unit of measurement shall be in cubic metres of compacted material on carriageway Payment The unit rate shall be the full compensation for labour, tools, equipment and any incidental costs required for carrying out the work.
Work Method. The contractor shall use labour or equipment to carry out this item of work Quality Control
Work Method. (a) Delete starting at the middle of the first paragraph. “Until such time...” to the end of the second para- graph. Add a new sentence as follows: “The suspended rate will be replaced with a Provisional Rate.” INDEX Code: S = Schedule “A” B = Schedule A = Appendix “A” L Letters of Agreement Ability . . . . . . . . .
Work Method. The Developer bears all the risks and costs involved in the selection of the Work Method. The Work Method is not part of this Deed and the Developer (subject to compliance with this Deed) is free to use any Work Method, notwithstanding that before or after the date of this Deed, the Developer may have made known to Council the Developer's proposed Work Method, including if Council was given a copy of it. The fact that the proposed Work Method is impractical or impossible or the Developer, with or without the approval of Council, uses another Work Method will not:
Work Method. The work method for this project is the following: Station 1+415 – 1+860 - Pulverise existing road surface full depth, shape, compact - Place 300mm granular A - Place drain tile along edge of road structure - Place 120mm asphalt base - Place 45mm asphalt seal - Shouldering Station 1+185 – 1+415 - Cold plane 45mm - Place 45mm asphalt sea - Shouldering Station 1+100 – 1+185 - Cold plane existing road surface full depth - Excavate 600mm from existing road structure - Place 300mm granular D - Place 300mm granular A - Place 120mm asphalt base - Place 45mm asphalt seal - Shouldering
Work Method. The work group shall meet via conference call and face to face as determined necessary by the co-chairs. It is anticipated that twice monthly calls will be minimally necessary to meet the goals and objectives of the working group.
Work Method. The work method for this work is the following: - Cold planning of isolated sections of the Highway (primarily the outside driving lane) to a depth of 50mm - Placing Asphalt Seal (50mm) in planed areas - Placing Asphalt Seal (45mm) full width (Including intersections and on/off ramps) - Due to traffic control limitations paving in echelon shall not be required, however the Contractor shall ensure that longitudinal joints fall in locations of paint lines.
