Spreadsheet: 605906d1547381684-table-dynamic-filter-table_filter
Sheet: 2 Land Preparation

 | Document | Pricing Schedule
 | Project: | MPW Access and Compound Works
 | Revision | 3
 | ITEM | [NAME] | BASIS OF PRICING | QUANTITY | UNIT | Cost Rate | Total Cost | Margin | Total Incl | RATE ($) | TOTAL ($)
 | 2 | LAND PREPARATION
 | 2.1 | Site Preparation and Foundation Treatment
 | 2.1.1 | Clearing & Grubbing
 | 2.1.1.1 | Clear, grub and dispose off-site | [NAME] | 1 | Item
 |  | Tree Inspection report |  | 1 | report | 2500 |  | 0.12
 |  | Leading hand |  | 50 | hrs | 85 |  | 0.12
 |  | Tree Removal |  | 1 | LS | 18000 |  | 0.18
 |  | Disposal |  | 1 | LS | 25000 |  | 0.18
 | 2.1.2.1 | Strip topsoil ≤ 100[NAME] depth to the nominal ground improvement level and haul to stockpile for geotechnical assessment | Re-measurable Quantity | 23943.11 | m2
 |  | Production |  | 5000 | m2/day
 |  | Duration |  |  | day
 |  | Allow two crews
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | 35T exc x 2 |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 |  | Geotecnhical Engineer Strip Inspection |  | 5 | ea | 550 |  | 0.1
 | 2.1.2.2 | Strip additional depth of topsoil as directed to the approved surface and haul to stockpile for geotechnical assessment | Re-measurable Quantity | 2457.737 | m3
 |  | Production |  | 500 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 |  | Geotecnhical Engineer Strip Inspection |  | 2 | ea | 550 |  | 0.1
 | 2.1.3 | Filling to ground improvement level
 | 2.1.3.1 | Proof rolling | Re-measurable Quantity | 2731 | m2
 |  | Production |  | 6000 | m2/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 2.1.3.2 | Load fill from stockpile, haul, spread and compact to ground improvement level | Re-measurable Quantity | 2458 | m3
 |  | Production |  | 1000 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 2.1.4 | High Energy Impact Compaction
 | 2.1.4.1 | Load Working Platform fill from stockpile, haul, place and compact into working platform. | Re-measurable Quantity | 2559.242840000001 | m3
 | 2.1.4.2 | Undertake High Energy Impact Compaction (HEIC) -  15 passes, including soil response monitoring , surveying and reporting | Re-measurable Quantity | 78289.96 | m2
 |  | Production |  | 8000 | m2/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | Watercart 25% |  |  | hr | 95 |  | 0.1
 |  | Grader 25% |  |  | hr | 185 |  | 0.1
 |  | Lanpac |  |  | m2 | 1.6 |  | 0.1
 |  | Survey 25% |  |  | hr | 70 |  | 0.1
 |  | Labour 50% |  |  | hr | 72 |  | 0.1
 |  | Project Management |  | 1 | ea |  |  | 0.12
 |  | [NAME] |  | 5 | ea | 550 |  | 0.12
 |  | CPT Testing | 1 per 2500 m2 | 32 | ea |  |  | 0.12
 |  | Geotechnical Supervision |  | 20 | hr | 165 |  | 0.12
 |  | Senior Geotechnical ENgineer |  | 8 | hr |  |  | 0.12
 |  | Plate Load Testing |  | 4 | ea |  |  | 0.12
 |  | Geotechnical ENgineer |  | 4 | ea |  |  | 0.12
 |  | Reporting |  | 1 | ea |  |  | 0.12
 | 2.1.4.3 | Conventional smooth drum roll | Re-measurable Quantity | 78289.96 | Item
 |  | Production |  | 8000 | m2/day
 |  | Duration |  |  | day
 |  | Leading hand 25% |  |  | hr | 85 |  | 0.1
 |  | Watercart 50% |  |  | hr | 100 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 | 2.1.5 | Ground Improvement (Post Preliminary HEIC)
 | 2.1.5.1 | Undertake additional [NAME] (per pass) | Re-measurable Quantity | 2457.737 | m2
 |  | Production |  | 6000 | m2/day
 |  | Duration |  |  | day
 |  | Leading hand 25% |  |  | hr | 85 |  | 0.1
 |  | Lanpac |  |  | hr | 0.12 |  | 0.1
 |  | Survey 10% |  |  | hr | 70 |  | 0.1
 | 2.1.5.2 | Unsuitable material excavation - See Item 2.3.1 | - |  | - |  |  |  |  | - | -
 | 2.1.5.3 | Load from fill stockpile, haul, place as backfill including moisture conditioning, spreading and compacting using conventional compaction equipment to ground improvement level | Re-measurable Quantity | 983.0948000000001 | m3
 |  | Production |  | 1000 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 70 |  | 0.1
 |  | Watercart |  |  | hr | 100 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 | 2.2 | Unsuitable Material Management
 | 2.2.1 | Unsuitable Material Excavation
 | 2.2.1.1 | Excavate, load and haul Unsuitable Material to stockpile for assessment to Table 2 Criteria | Re-measurable Quantity | 983.0948000000001 | m3
 |  | Production |  | 900 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | 35T exc push to SP 50% |  |  | hr | 155 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.2.2 | Unsuitable Material Processing
 | 2.2.2.1 | Load from assessed stockpile, process to fill specification by screening crushing and place in stockpile | Re-measurable Quantity | 176.957064 | t
 |  | Production |  | 400 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Sieve Bucket Hammer/Pulveriser |  |  | hr | 55 |  | 0.1
 |  | 35T exc 50% push to SP |  |  | hr | 155 |  | 0.1
 |  | Dump Truck * 50 % |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.2.2.2 | Load from assessed stockpile, process to fill specification by  segregating, sorting and screening and place in stockpile | Re-measurable Quantity | 688.16636 | m3
 |  | Production |  | 450 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Sieve Bucket |  |  | hr | 45 |  | 0.1
 |  | 35T exc 50% push to SP |  |  | hr | 155 |  | 0.1
 |  | Dump Truck * 50 % |  |  | hr | 180 |  | 0.1
 |  | Watercart 25% |  |  | hr | 95 |  | 0.1
 | 2.2.2.3 | Load from assessed stockpile process to fill by ex-situ blending and stockpile ( Blending using excavtor bucket) | Re-measurable Quantity | 196.61896 | m3
 |  | Production |  | 500 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | 35T exc Blending |  |  | hr | 155 |  | 0.1
 |  | 35T exc Loading 50% |  |  | hr | 155 |  | 0.1
 |  | Dump Truck * 50 % |  |  | hr | 180 |  | 0.1
 |  | Watercart 25% |  |  | hr | 95 |  | 0.1
 | 2.3 | Material Handling
 | 2.3.1 | Imported Material Supplied By Others
 | 2.3.1.1 | Receive imported fill to stockpile and manage imported fill stockpile for assessment to Table 2 Criteria. | Re-measurable Quantity | 20120.886 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 25% |  |  | hr | 85 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | 35T Exc 50% |  |  | hr | 155 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.3.1.2 | Load from imported fill material stockpile, process to fill specification and place in stockpile | Re-measurable Quantity | 4423.932 | t
 |  | Production |  | 700 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | 35T exc 50% Load/push to sp |  |  | hr | 155 |  | 0.1
 |  | Dump Truck 50% |  |  | hr | 180 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] with attachment |  |  | hr | 190 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.3.1.3 | Load from imported fill stockpile, process to Working Platform/Capping Platform Fill specification and place in stockpile | Re-measurable Quantity | 15696.954 | t
 |  | Production |  | 600 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | 35T exc 50% Load/push to sp |  |  | hr | 155 |  | 0.1
 |  | Dump Truck 50% |  |  | hr | 180 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] with attachment |  |  | hr | 190 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.3.2 | Existing Stockpiled Material
 | 2.3.2.1 | Load from existing site stockpile, process to fill and place in stockpile | Re-measurable Quantity | 1000 | t
 |  | Production |  | 700 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | 35T exc 50% Load/push to sp |  |  | hr | 155 |  | 0.1
 |  | Dump Truck 50% |  |  | hr | 180 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] with attachment |  |  | hr | 190 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.4 | Geotechnical Testing
 | 2.4.1 | Level 1 Supervision
 | 2.4.1.1 | Provision of Level 1 Geotechnical Supervision (Contractor to indicate number of weeks and rate per week) | [NAME] | 1 | Item
 |  | Allowed for within relative items 2.1.3.2 & 2.1.5.3
 | 2.4.2 | Material Testing
 | 2.4.2.1 | Testing to Table 3 Criteria - Fill | Re-measurable Quantity | 8 | No. | 1180 |  | 0.15
 | 2.4.2.2 | Testing to Table 3 Criteria - Site Capping/Working Platform Fill | Re-measurable Quantity | 20 | No. | 1180 |  | 0.15
 | 2.4.3 | Soil Moisture Profiling
 | 2.4.3.1 | Soil Moisture Profiling Testing | Re-measurable Quantity | 6 | No. | 750 |  | 0.15
 | 2.4.4 | HEIC Quality Control Testing and Reporting
 | 2.4.4.1 | Cone Penetration Test (CPT) | Re-measurable Quantity | 19.661896 | No. | 550 |  | 0.15
 | 2.4.4.2 | Dilatometer Test (DMT)  Rate assumes minimum 5 test/day ($4600/day & 2hrs/test) | Re-measurable Quantity | 5 | No. | 800 |  | 0.15
 | 2.4.4.3 | Plate Load Test | Re-measurable Quantity | 1.2288685 | No. | 1300 | 1150 | 0.15 |  | 1324.8
 | 2.4.5 | Compaction Quality Control Testing and Reporting
 | 2.4.5.1 | Density Test | Re-measurable Quantity | 44.17939918584 | No. | 95 |  | 0.15
 | 2.4.5.2 | Dynamic Cone Penetration Test | Re-measurable Quantity | 4.908822131760001 | No. | 550 |  | 0.15
 | 2.4.6 | Reporting
 | 2.4.6.1 | Preliminary Lot Reports | [NAME] | 1 | Item | 2500 |  | 0.15
 | 2.4.6.2 | Final Lot Reports | [NAME] | 1 | Item | 1500 |  | 0.15
 | 2.5 | Off-Site Disposal
 | 2.5.1 | Load, haul and dispose off-site as General [NAME] Natural Material (ENM) | Re-measurable Quantity | 100 | t
 |  | Production |  | 800 | t/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Transport & Dispose |  |  | T | 20 |  | 0.1
 | 2.5.2 | Load, haul and dispose off-site as General [NAME] Threshold 1 (CT1) | Re-measurable Quantity | 7009.78788 | t
 |  | Production |  | 800 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Transport & Dispose |  |  | T | 55 |  | 0.1
 | 2.5.3 | Load, haul and dispose off-site as General [NAME] (GSW) | Re-measurable Quantity | 861.9519600000002 | t
 |  | Production |  | 800 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Transport & Dispose |  |  | T | 179 |  | 0.12
 | 2.5.4 | Load, haul and dispose off-site as General [NAME] Waste (Asbestos) | Re-measurable Quantity | 861.9519600000002 | t
 |  | Production |  | 800 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Transport & Dispose |  |  | T | 214 |  | 0.12
 | 2.6 | Capping
 | 2.6.1 | Capping Layer Construction
 | 2.6.1.1 | Load from Capping Layer Fill stockpile, haul, moisture condition, spread and compact using conventional compaction equipment (assume 100mm deep capping as earthworks to commence immediately) | Re-measurable Quantity | 4915.474 | m3
 |  | Total area |  |  | m2
 |  | Production |  | 6500 | m2/day
 |  |  |  |  | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc 50% |  |  | hr | 155 |  | 0.1
 |  | Dump Truck 50% |  |  | hr | 180 |  | 0.1
 |  | Grader |  |  | hr | 185 |  | 0.1
 |  | Roller pad foot |  |  | hr | 100 |  | 0.1
 |  | Roller smooth drum |  |  | day | 350 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 | 2.6.1.2 | Trim finished capping layer to be free draining as per Contractor's sediment & erosion plan | Re-measurable Quantity | 49154.74 | m2
 |  | Production |  | 6000 | m2/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL 50% |  |  | hr | 72 |  | 0.1
 |  | Grader |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 2.6.2 | Dust Control
 | 2.6.2.1 | Apply approved polymer to finished surface | [NAME] | 1 | Item
 |  | Allow for 4 polymer ICB and 5 days watercart |  | 4 | ICB
 |  | Duration |  | 4 | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | ICB |  |  | IBC | 3250 |  | 0.1
 | 2.7 | Sediment and Erosion Control
 | 2.7.1 | Design, install and maintain temporary environmental sediment and erosion controls during construction in accordance with the CEMP | [NAME] | 1 | Item
 |  | Design |  | 1 | LS | 2000 |  | 0.1
 |  | Leading hand |  | 50 | hr | 85 |  | 0.1
 |  | Labour x 2 |  |  | hr | 72 |  | 0.1
 |  | Tipper |  |  | hr | 100 |  | 0.1
 |  | Silt fence |  | 3000 | lm | 4.5 |  | 0.1
 | 2.8 | Contractor's Separable Charges
 | 2.8.1 | Mobilisation and demobilisation of DMT (relate to item 2.4.4.2) | ea | 1 | Item | 3000 |  | 0.1
 | 2.8.2 | Repair existing ESC swales as per Haskoning Advice dated 23rd Oct 2018 (Excluding PFAS impacted catchements) | [NAME] | 1 | LS | 61000 |  | 0.15
 |  | SUB-TOTAL Land Preparation