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provide a breakdown of work items that need to be considered in order to determine a unit rate cost, similar to the example provided for 10mm standard gib to timber framing with level 4 finish.Excavation to reduced level (RL), not exceeding 250mm deep (m2)Disposal of excavated material off-site (m3)Compaction of hardcore filling in layers not exceeding 150mm (m3)Reinforced 50n/mm2 in situ concrete bed with a thickness between 150 to 450mm (m3)Trowel finish for the surface of concrete (m2)Formwork with Class "A" finish (m2)Formwork Class "A" not exceeding 250mm wide (m)Mesh reinforcement A252 with a minimum of 150mm side and end laps (m2)12mm bar reinforcement in cage (kg)100mm wide bituminous felt damp proof course (DPC) (m)90 x 45 H3 timber stud in framing (m)90 x 45 H3 timber nog in framing (m)90 x 45 H3 timber bottom plate in framing (m)90 x 45 H3 timber top plate in framing (m)12 x 200mm stainless steel bolt with washer in a drilled and filled hole in the concrete base, using 2-pot epoxy glue (no)Using the example below as a guide, create a similar list for each of the 15 items above:Example: 10mm standard gib to timber framing, including stopping to level 4 finishCost of gib per m2, converted from sheet cost (e.g., $24 per 2.4 x 1.2 m sheet), including a 15% waste allowanceNumber of nails per sheet as per NZS 3604 (e.g., at 200mm around the perimeter and 200mm at nogs spaced 1.2m apart)Paper tape for sides and edges (top assumes square stop finish)Stopping plasterLabour for presenting and fixingLabour for tapingLabour for stopping

Question

provide a breakdown of work items that need to be considered in order to determine a unit rate cost, similar to the example provided for 10mm standard gib to timber framing with level 4 finish.Excavation to reduced level (RL), not exceeding 250mm deep (m2)Disposal of excavated material off-site (m3)Compaction of hardcore filling in layers not exceeding 150mm (m3)Reinforced 50n/mm2 in situ concrete bed with a thickness between 150 to 450mm (m3)Trowel finish for the surface of concrete (m2)Formwork with Class "A" finish (m2)Formwork Class "A" not exceeding 250mm wide (m)Mesh reinforcement A252 with a minimum of 150mm side and end laps (m2)12mm bar reinforcement in cage (kg)100mm wide bituminous felt damp proof course (DPC) (m)90 x 45 H3 timber stud in framing (m)90 x 45 H3 timber nog in framing (m)90 x 45 H3 timber bottom plate in framing (m)90 x 45 H3 timber top plate in framing (m)12 x 200mm stainless steel bolt with washer in a drilled and filled hole in the concrete base, using 2-pot epoxy glue (no)Using the example below as a guide, create a similar list for each of the 15 items above:Example: 10mm standard gib to timber framing, including stopping to level 4 finishCost of gib per m2, converted from sheet cost (e.g., $24 per 2.4 x 1.2 m sheet), including a 15% waste allowanceNumber of nails per sheet as per NZS 3604 (e.g., at 200mm around the perimeter and 200mm at nogs spaced 1.2m apart)Paper tape for sides and edges (top assumes square stop finish)Stopping plasterLabour for presenting and fixingLabour for tapingLabour for stopping

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Solution

  1. Excavation to reduced level (RL), not exceeding 250mm deep (m2)

    • Cost of excavation per m2, including labor and equipment costs
    • Cost of surveying to determine RL
  2. Disposal of excavated material off-site (m3)

    • Cost of transportation of material to disposal site
    • Disposal fees per m3
  3. Compaction of hardcore filling in layers not exceeding 150mm (m3)

    • Cost of hardcore material per m3
    • Labor and equipment costs for compaction
  4. Reinforced 50n/mm2 in situ concrete bed with a thickness between 150 to 450mm (m3)

    • Cost of concrete per m3
    • Cost of reinforcement material
    • Labor costs for placing and finishing concrete
  5. Trowel finish for the surface of concrete (m2)

    • Labor costs for troweling
    • Cost of any necessary finishing materials
  6. Formwork with Class "A" finish (m2)

    • Cost of formwork materials per m2
    • Labor costs for formwork installation and removal
  7. Formwork Class "A" not exceeding 250mm wide (m)

    • Cost of formwork materials per m
    • Labor costs for formwork installation and removal
  8. Mesh reinforcement A252 with a minimum of 150mm side and end laps (m2)

    • Cost of mesh reinforcement per m2
    • Labor costs for installation
  9. 12mm bar reinforcement in cage (kg)

    • Cost of reinforcement bars per kg
    • Labor costs for cage assembly and installation
  10. 100mm wide bituminous felt damp proof course (DPC) (m)

    • Cost of DPC material per m
    • Labor costs for installation
  11. 90 x 45 H3 timber stud in framing (m)

    • Cost of timber per m
    • Labor costs for cutting and installation
  12. 90 x 45 H3 timber nog in framing (m)

    • Cost of timber per m
    • Labor costs for cutting and installation
  13. 90 x 45 H3 timber bottom plate in framing (m)

    • Cost of timber per m
    • Labor costs for cutting and installation
  14. 90 x 45 H3 timber top plate in framing (m)

    • Cost of timber per m
    • Labor costs for cutting and installation
  15. 12 x 200mm stainless steel bolt with washer in a drilled and filled hole in the concrete base, using 2-pot epoxy glue (no)

    • Cost of bolts and washers
    • Cost of epoxy glue
    • Labor costs for drilling holes and installing bolts

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