Spreadsheet: 605906d1547381684-table-dynamic-filter-table_filter
Sheet: 1 Preliminaries

 | Document | Pricing Schedule
 | Project: | MPW Access and Compound Works
 | Revision | 3 |  |  |  |  |  |  |  |  |  | 5536445.581908331
 |  |  |  |  |  |  |  |  |  |  |  | 1192799.54
 | ITEM | [NAME] | BASIS OF PRICING | QUANTITY | UNIT | Cost Rate | Total Cost | Margin | Total Incl | RATE ($) | TOTAL ($)
 | 1 | PRELIMINARIES
 | 1.1 | Contractor's Site Accommodation
 |  | (including offices, amenities, storage, ALL temporary utility services….)
 | 1.1.1 | Supply and erection of [NAME]'s site accommodation compound | [NAME] | 1 | Item
 |  | Program duration |  | 20 | weeks
 |  | Float
 |  | Site Office 3*9 x 3 |  | 3 | each | 0 |  | 0.1
 |  | Site Office 3*6 |  | 1 | each | 0 |  | 0.1
 |  | Site Toilet x 2 |  | 2 | each | 0 |  | 0.1
 |  | Hire |  |  |  |  |  | 0.1
 |  | Site Office 3*12 |  |  | week |  |  | 0.1
 |  | Site Office 3*9 Client |  |  | week |  |  | 0.1
 |  | Site office 3*6 |  |  | week |  |  | 0.1
 |  | Lunch Room 3*12 |  |  | week |  |  | 0.1
 |  | Toilet Amenity Men |  |  | week |  |  | 0.1
 |  | Toilet Amenity Ladies |  |  | week |  |  | 0.1
 |  | Sewer Tank |  |  | week |  |  | 0.1
 |  | Generator |  |  | week | 400 |  | 0.1
 |  | Electrical connection |  | 0 | each | 3000 |  | 0.1
 |  | Plumber connection |  | 0 | each | 5000 |  | 0.1
 |  | Clearwater tank |  | 0 | LS | 4000 |  | 0.1
 |  | DGB 20 for Compound hardstand 20 x 30 x 0.15 |  | 0 | tonne | 22 |  | 0.1
 |  | Covered area |  | 0 | LS | 2500 |  | 0.1
 |  | Printer x 2 |  |  | month | 370 |  | 0.1
 |  | Internet Connection |  |  | week | 200 |  | 0.1
 |  | Flagging/star pickets/signs |  | 1 | LS | 1500 |  | 0.1
 |  | Water filled barriers (200lm@ $40/lm) | @1.75/m/week 20 wk | 200 | lm | 35 |  | 0.1
 |  | Water filled barriers delivery | 30 m / load *2 |  | each | 750 |  | 0.1
 |  | Hazardous Material Storage |  | 1 | LS | 1500 |  | 0.1
 |  | Excavator |  | 10 | hrs | 0 |  | 0.1
 |  | Roller |  | 10 | hrs | 0 |  | 0.1
 |  | watercart |  | 5 | hrs | 0 |  | 0.1
 |  | General [NAME] |  | 20 | hrs | 0 |  | 0.1
 |  | Leading Hand |  | 20 | hrs | 0 |  | 0.1
 |  | PPE |  | 1 | LS | 0 |  | 0.1
 | 1.1.2 | The Contractor's site accommodation compound running costs (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | Drinking water bottles (allow 10* 19L/week |  |  | each | 20 |  | 0.1
 |  | Clearwater tank refill (twice/week) |  |  | week | 500 |  | 0.1
 |  | Sewer tank pump out (twice/week) |  |  | week | 250 |  | 0.1
 |  | Stationary |  |  | week | 150 |  | 0.1
 |  | Internet |  |  | week | 200 |  | 0.1
 |  | Tea/coffee/milk/disposable cubs/,,,Misc. |  |  | week | 100 |  | 0.1
 |  | Site offices Cleaning (twice/week) |  |  | week | 300 |  | 0.1
 |  | Site Offices Tagging |  | 2 | 3 months | 200 |  | 0.1
 |  | Generator Diesel Including Fuel |  |  | week | 600 |  | 0.1
 | 1.1.3 | Disestablishment and removal of the Contractor's site accommodation compound | [NAME] | 1 | Item
 |  | Float
 |  | Site Office 3*9 x 3 |  | 3 | each | 450 |  | 0.1
 |  | Site Office 3*6 |  | 1 | each | 450 |  | 0.1
 |  | Site Toilet x 2 |  | 2 | each | 450 |  | 0.1
 |  | Crane |  | 8 | hrs | 240 |  | 0.1
 |  | Generator |  | 1 | each | 500 |  | 0.1
 |  | Electrical Disconnection |  | 1 | each | 1000 |  | 0.1
 |  | Plumber Disconnection |  | 1 | each | 1000 |  | 0.1
 |  | Site Offices end of hire cleaning |  | 6 | each | 180 |  | 0.1
 |  | Printers x 2 Off hire |  | 2 | each | 250 |  | 0.1
 |  | General [NAME] |  | 72 | hrs | 72 |  | 0.1
 |  | Leading Hand |  | 30 | hrs | 75 |  | 0.1
 | 1.2 | Mobile Plant Equipment
 | 1.2.1 | Mobile Plant & Equipment mobilisation | [NAME] | 1 | Item
 |  | 30 T [NAME] |  | 2 | each | 0 |  | 0.1
 |  | 20T exc |  | 1 | each | 0 |  | 0.1
 |  | 12T Exc |  | 2 | each | 450 |  | 0.1
 |  | Dump Truck x 3  (two on site) |  | 1 | each | 600 |  | 0.1
 |  | Grader x 2 |  | 2 | each | 600 |  | 0.1
 |  | [NAME] |  | 1 | each | 850 |  | 0.1
 |  | Compactor |  | 1 | each | 800 |  | 0.1
 |  | Roller x 2 |  | 2 | each | 300 |  | 0.1
 |  | Small tools |  | 1 | each | 1000 |  | 0.1
 |  | Lanpac |  | 1 | each | 4950 |  | 0.1
 | 1.2.2 | Mobile Plant & Equipment de-mobilisation | [NAME] | 1 | Item
 |  | 30 T [NAME] |  | 2 | each | 600 |  | 0.1
 |  | 20T exc |  | 1 | each | 500 |  | 0.1
 |  | 12T Exc |  | 2 | each | 450 |  | 0.1
 |  | Dump Truck x 3 |  | 3 | each | 600 |  | 0.1
 |  | Grader x 2 |  | 2 | each | 850 |  | 0.1
 |  | [NAME] |  | 1 | each | 700 |  | 0.1
 |  | Compactor |  | 1 | each | 800 |  | 0.1
 |  | Roller x 2 |  | 2 | each | 300 |  | 0.1
 |  | Small tools |  | 1 | each | 600 |  | 0.1
 | 1.3 | Construction Management
 | 1.3.1 | Site management & supervision (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | PM |  |  | hr | 90 |  | 0.1
 |  | SM |  |  | hr | 85 |  | 0.1
 |  | Civil Project engineer |  |  | hr | 70 |  | 0.1
 |  | GL X 0.5 |  |  | hr | 73 |  | 0.1
 | 1.3.2 | Implementation of Site WHS Management Requirements (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | SO |  |  | hr | 60 |  | 0.1
 | 1.3.3 | Implementation of Site Environmental Management Requirements (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | Environmental Senior Engineer |  |  | hr | 80 |  | 0.1
 | 1.3.4 | Implementation of Site Quality Management Requirements (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | QA Engineer |  |  | hr | 55 |  | 0.1
 | 1.3.5 | Implementation of Interface Management Requirements ([NAME] to indicate number of weeks and rate per week) | [NAME] |  | Weeks
 |  | Graduate engineer |  |  | hr | 45 |  | 0.1
 | 1.3.6 | Implementation of Site Risk Management Requirements ([NAME] to indicate number of weeks and rate per week) | [NAME] |  | Weeks
 |  | PD 10% |  |  | hr | 100 |  | 0.1
 | 1.3.7 | Preparation , submission, updating and resubmission of all Project Management Plans & compliance tracking registers as required for the execution of the project | [NAME] | 1 | Item
 |  | Environmental Senior Engineer |  | 100 | hr | 80 |  | 0.1
 |  | External Manager  10% |  |  | hr | 100 |  | 0.1
 |  | PD |  | 0 | hr | 100 |  | 0.1
 |  | PM |  | 0 | hr | 90 |  | 0.1
 |  | QA  Engineer |  | 0 | hr | 60 |  | 0.1
 | 1.4 | Survey
 | 1.4.1 | Contractor's surveying | [NAME] | 1 | Item
 |  | Site Survey prelims and initial & set out |  | 30 | hr | 130 |  | 0.1
 |  | On going set out (allow for 15% of the duration) |  |  | hr | 130 |  | 0.1
 | 1.4.2 | Works As-Executed survey | [NAME] | 1 | Item
 |  | Allow 30 hrs field works |  | 30 | hr | 130 |  | 0.1
 |  | Allow 20 hrs Office works |  | 20 | hr | 120 |  | 0.1
 |  | Allow 10 hrs registered Survey |  | 10 | hr | 160 |  | 0.1
 | 1.5 | Traffic Management
 | 1.5.1 | Traffic management  (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | Full time traffic controller at the main internal intersection point |  |  | hr | 45 |  | 0.15
 |  | Additional 50% for internal intersection during staging two men crews  (2 weeks) |  |  | hr | 130 |  | 0.15
 |  | 2 days night shift for Moorebank traffic signals & line marking |  | 20 | hr | 170 |  | 0.15
 |  | 2 day 2 men for kerb & gutter construction + 2 for base + 2 for seal |  | 60 | hr | 130 |  | 0.15
 |  | Electrical traffic signal |  | 20 | hr | 200 |  | 0.15
 | 1.6 | Dust Control
 | 1.6.1 | Provide dust suppression as required for duration of works (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | Watercart |  |  | hr | 90 |  | 0.1
 | 1.7 | Temporary Works
 | 1.7.1 | Site Access
 | 1.7.1.1 | Maintain all existing internal and external roads | [NAME] | 1 | Item
 |  | [NAME] (allow 10hrs every two weeks) |  |  | hr | 150 |  | 0.1
 | 1.7.1.2 | Construct and maintain temporary haul roads, pedestrian walkways and access tracks as required | [NAME] | 1 | Item
 |  | Allow 6 days in total
 |  | Estimated | 6
 |  | Leading Hand 50% |  |  | hr | 85 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | Grader |  |  | hr | 150 |  | 0.1
 |  | 22T Exc 50% |  |  | hr | 120 |  | 0.1
 |  | Dump Truck  20% |  |  | hr | 180 |  | 0.1
 |  | Bobcat 50% |  |  | hr | 105 |  | 0.1
 |  | Smooth drum |  |  | hr | 80 |  | 0.1
 | 1.7.2 | Construction Water Supply
 | 1.7.2.1 | Provision of construction water (Contractor to indicate number of weeks and rate per week) | [NAME] |  | Week
 |  | Water supply |  |  | week | 300 |  | 0.1
 | 1.8 | Security & Insurance
 | 1.8.2 | Performance security | [NAME] | 1 | Item |  |  |  |  |  | 5000
 |  | Performance security |  | 1 | each |  |  | 0.1
 | 1.8.3 | Performance guarantee | [NAME] | 1 | Item |  |  |  |  |  | 5000
 |  | Performance guarantee |  | 1 | hr |  |  | 0.1
 | 1.8.4 | Contractor's insurance (Tender to list all additional insurances required to carry out the works) | [NAME] | 1 | Item |  |  |  |  |  | 5000
 |  | Contractor's insurance (Tender to list all additional insurances required to carry out the works) |  |  | hr |  |  | 0.1
 | 1.9 | Site Security
 | 1.9.1 | Provision of site security ([NAME] to indicate number of weeks and rate per week) | [NAME] |  | Weeks
 |  | Gate security at 12hrs/day |  |  | hrs | 34 |  | 0.1
 |  | Night Patrol |  |  | each | 800 |  | 0.1
 |  | CCTV | ATF $616 / 28 day | 2 | each |  |  | 0.1
 | 1.1 | General
 | 1.10.1 | Bushfire protection & maintenance of vegetation on site | [NAME] | 1 | Item
 |  | Allow for lawn mower once every three weeks |  | 3 | events | 400 |  | 0.1
 | 1.11 | Contractor's Separable Charges
 | 1.9.1 | Note: Contractor to include detailed description of each item inserted under Contractor's Separable Charges in relation to this schedule | [NAME] | 1 | Item
 |  | SUB-TOTAL Preliminaries
 | 2 | LAND PREPARATION |  |  |  |  |  |  |  |  |  |  | 1619882.348957974
 | 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
 |  | Leading hand |  | 23.94311 | hr | 85 |  | 0.1
 |  | 35T exc x 2 |  | 47.88622 | hr | 155 |  | 0.1
 |  | Dump Truck |  | 23.94311 | hr | 180 |  | 0.1
 |  | Watercart 50% |  | 11.971555 | 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
 |  | Leading hand |  | 49.15474 | hr | 85 |  | 0.1
 |  | 35T exc |  | 49.15474 | hr | 155 |  | 0.1
 |  | Dump Truck |  | 49.15474 | hr | 180 |  | 0.1
 |  | Watercart 50% |  | 24.57737 | 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
 |  | Leading hand |  | 4.551666666666667 | hr | 85 |  | 0.1
 |  | Roller |  | 4.551666666666667 | hr | 80 |  | 0.1
 |  | Watercart 50% |  | 2.275833333333333 | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  | 0.4551666666666667 | 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
 |  | Leading hand |  | 24.58 | hr | 85 |  | 0.1
 |  | 35T exc |  | 24.58 | hr | 155 |  | 0.1
 |  | Dump Truck |  | 24.58 | hr | 180 |  | 0.1
 |  | D6 |  | 24.58 | hr | 185 |  | 0.1
 |  | Roller |  | 24.58 | hr | 110 |  | 0.1
 |  | Watercart |  | 24.58 | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  | 2.458 | 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 | 2559.24284 | m3
 |  | Geotechnical Technician |  | 1 | day | 9 |  | 0.1
 | 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
 |  | Leading hand 50% |  | 48.931225 | hr | 85 |  | 0.1
 |  | Watercart 25% |  | 24.4656125 | hr | 95 |  | 0.1
 |  | Grader 25% |  | 24.4656125 | hr | 185 |  | 0.1
 |  | Lanpac |  | 78289.96 | m2 | 1.6 |  | 0.1
 |  | Survey 25% |  | 24.4656125 | hr | 70 |  | 0.1
 |  | Labour 50% |  | 48.931225 | 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 |  | 9.830948000000001 | hr | 85 |  | 0.1
 |  | 35T exc |  | 9.830948000000001 | hr | 155 |  | 0.1
 |  | Dump Truck |  | 9.830948000000001 | hr | 180 |  | 0.1
 |  | D6 |  | 9.830948000000001 | hr | 185 |  | 0.1
 |  | Roller |  | 9.830948000000001 | hr | 70 |  | 0.1
 |  | Watercart |  | 9.830948000000001 | hr | 100 |  | 0.1
 |  | Geotechnical Technician |  | 0.9830948 | day | 900 |  | 0.1
 |  | Labour |  | 9.830948000000001 | 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.
 |  | Testing to Table 3 Criteria - Fill |  | 8 |  | 1180 |  | 0.15
 | 2.4.2.2 | Testing to Table 3 Criteria - Site Capping/Working Platform Fill | Re-measurable Quantity | 20 | No. | 1180
 |  | Testing to Table 3 Criteria - Site Capping/Working Platform Fill |  |  |  |  |  | 0.15
 | 2.4.3 | Soil Moisture Profiling |  | 20
 | 2.4.3.1 | Soil Moisture Profiling Testing | Re-measurable Quantity | 6 | No.
 |  |  |  | 6 |  | 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.
 |  |  |  | 19.661896 | No. | 550 | 10814.0428 | 0.15 | 12436.14922
 | 2.4.4.2 | Dilatometer Test (DMT)  Rate assumes minimum 5 test/day ($4600/day & 2hrs/test) | Re-measurable Quantity | 5 | No.
 |  |  |  | 5 | No. | 800 | 4000 | 0.15 | 4600
 | 2.4.4.3 | Plate Load Test | Re-measurable Quantity | 1.2288685 | No.
 |  |  |  | 1.2288685 | No. | 1300 | 1597.52905 | 0.15 | 1837.1584075
 | 2.4.5 | Compaction Quality Control Testing and Reporting
 | 2.4.5.1 | Density Test | Re-measurable Quantity | 44.17939918584 | No. | 95
 |  |  |  |  |  | 95 |  | 0.15 | 1837.1584075
 | 2.4.5.2 | Dynamic Cone Penetration Test | Re-measurable Quantity | 4.908822131760001 | No. | 550
 |  |  |  | 4.908822131760001 |  | 550 |  | 0.15
 | 2.4.6 | Reporting
 | 2.4.6.1 | Preliminary Lot Reports | [NAME] | 1 | Item | 2500
 |  |  |  | 1 |  | 2500 |  | 0.15
 | 2.4.6.2 | Final Lot Reports | [NAME] | 1 | Item | 1500
 |  |  |  | 1 |  | 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
 |  | Mobilisation and demobilisation of DMT (relate to item 2.4.4.2) |  | 1 |  | 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
 |  | Repair existing ESC swales as per Haskoning Advice dated 23rd Oct 2018 (Excluding PFAS impacted catchements) |  | 1 |  | 61000 |  | 0.15
 |  | SUB-TOTAL Land Preparation
 | 3 | BULK EARTHWORKS - CUT TO FILL |  |  |  |  |  |  |  |  |  | 1050295.81
 | 3.1 | General Fill
 | 3.1.1 | Receive imported fill to stockpile and manage imported fill stockpile to General Fill specification (receive & manage stockpile) | Re-measurable Quantity | 1064.7 | 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
 | 3.1.2 | Load General Fill from stockpile, haul to work area | Re-measurable Quantity | 1064.7 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 3.1.3 | Cut/Excavate General Fill, load, haul to work area | Re-measurable Quantity | 9200 | m3
 |  | Production |  | 1000 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 | 3.1.4 | Receive, push-out, place and compact General Fill to the underside of Structural Fill Level | Re-measurable Quantity | 9707 | m3
 |  | Production |  | 1000 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | Roller padfoot |  |  | hr | 110 |  | 0.1
 |  | Smooth Drum |  |  | day | 350 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 3.2 | Structural Fill
 | 3.2.1 | Receive imported fill to stockpile and manage imported fill stockpile | Re-measurable Quantity | 61935 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 25% |  |  | hr | 85 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | 35T Exc 25% |  |  | hr | 155 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | Watercart 50% |  |  | hr | 100 |  | 0.1
 | 3.2.2 | Load from imported fill stockpile, process to Structural Fill specification and place in stockpile | Re-measurable Quantity | 6193 | 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 attachement |  |  | hr | 190 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 3.2.3 | Load Structural Fill from stockpile, haul to work area | Re-measurable Quantity | 61935 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 3.2.4 | Receive, push-out, place and compact Structural Fill to the underside of Pavement Level | Re-measurable Quantity | 29493 | m3
 |  | Production |  | 1200 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | Roller padfoot |  |  | hr | 110 |  | 0.1
 |  | Smooth Drum |  |  | day | 350 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 3.3 | Trim and Grade to the Underside of Pavement
 | 3.3.1 | Trim Structural Fill to the underside of Pavement Level | [NAME] | 1 | Item
 |  | Qty |  | 50000 | m2
 |  | Production |  | 4000 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 | 3.3.2 | Trim berms and batters including backfilling shoulders | [NAME] | 1 | Item
 |  | Qty |  | 25000 | m2
 |  | Production |  | 2500 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 95 |  | 0.1
 | 3.3.3 | Load, haul and place topsoil from stockpile and spread 75mm deep on batters and disturbed areas | [NAME] | 1 | Item
 |  | Totatal area |  | 25000 | m2
 |  | Total volume |  |  | m3
 |  | Production |  | 3500 | m2/day
 |  |  |  |  | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 22T 50% |  |  | hr | 120 |  | 0.1
 |  | Bogie 50% |  |  | hr | 105 |  | 0.1
 |  | Grader 50% |  |  | hr | 185 |  | 0.1
 |  | Bobcat |  |  | hr | 70 |  | 0.1
 |  | Roller smoothdrum |  |  | day | 350 |  | 0.1
 |  | Small tipper |  |  | hr | 70 |  | 0.1
 |  | Watercart |  |  | hr | 100 |  | 0.1
 | 3.3.4 | Supply and spray Hydramulch to topsoiled areas | [NAME] | 1 | Item
 |  | Totatal area |  | 30000 | m2
 |  | Production
 |  | Hydromulch |  |  | m2 | 0.38 |  | 0.1
 |  | Leading hand 50% |  | 20 | hr | 85 |  | 0.1
 | 3.4 | Geotechnical Testing
 | 3.4.1 | Level 1 Supervision
 | 3.4.1.1 | Provision of Level 1 Geotechnical Supervision | [NAME] | 1 | Item
 |  | Allowed for within relative items 3.1.4, 3.2.4, 3.5.1.1, 3.5.2.2
 | 3.4.2 | Material Testing
 | 3.4.2.1 | Testing to Table 2 Criteria - General Fill | Re-measurable Quantity | 9
 | 3.4.2.2 | Testing to Table 2 Criteria - Structural Fill | Re-measurable Quantity | 10 | No.
 | 3.4.3 | Compaction Quality Control Testing and Reporting
 | 3.4.3.1 | Density Testing | [NAME] | 1 | Item
 | 3.4.3.2 | Plate Load Testing | [NAME] | 1 | Item
 | 3.4.4 | Reporting
 | 3.4.4.1 | Preliminary Lot Reports | [NAME] | 1 | Item
 | 3.4.4.2 | Final Lot Reports | [NAME] | 1 | Item
 | 3.5 | Drainage Works & Sediment Control
 | 3.5.1 | [NAME]
 | 3.5.1.1 | Demolition / removal of existing swale drains include backfill to existing surface level | [NAME] | 1 | Item
 |  | Qty |  | 2100 | m3
 |  | Production |  | 800 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand |  |  | hr | 60 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 3.5.1.2 | Swale drains construction include of all rock check dams and energy dissipation measures. | [NAME] | 1 | Item
 |  | Small swales |  | 1950 | lm
 |  | Production |  | 100 | lm/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 60 |  | 0.1
 |  | GL x 2 |  |  | hr | 72 |  | 0.1
 |  | 14 T Exc |  |  | hr | 120 |  | 0.1
 |  | Tipper |  |  | hr | 100 |  | 0.1
 |  | Watercart 25% |  |  | hr | 105 |  | 0.1
 |  | Cor logs |  |  | each | 50 |  | 0.1
 |  | Tipper |  |  | day | 180 |  | 0.1
 |  | Polymer |  |  | m2 | 0.3 |  | 0.1
 |  | Deep swales |  | 600 | lm
 |  | Production |  | 80 | lm/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 60 |  | 0.1
 |  | GL x 2 |  |  | hr | 72 |  | 0.1
 |  | 22 T [NAME] |  |  | hr | 135 |  | 0.1
 |  | Dump truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 25% |  |  | hr | 105 |  | 0.1
 |  | Cor logs |  |  | each | 50 |  | 0.1
 |  | Tipper |  |  | day | 180 |  | 0.1
 |  | Design |  | 1 | item | 2000 |  | 0.1
 |  | [NAME] (allow to utilise oversize from sandstone delivery) |  | 100 | t | 50 |  | 0.1
 |  | Polymer |  |  | m2 | 0.3 |  | 0.1
 | 3.5.2 | Sediment Control Basins
 | 3.5.2.1 | Construct Sediment Control Basins | [NAME] | 1 | Item
 |  | Basins |  | 1500 | m3
 |  | Production |  | 500 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 60 |  | 0.1
 |  | GL x 2 |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] |  |  | hr | 155 |  | 0.1
 |  | 22 T [NAME] for spill way |  | 10 | hr | 130 |  | 0.1
 |  | Tipper |  |  | hr | 100 |  | 0.1
 |  | Watercart 25% |  |  | hr | 105 |  | 0.1
 |  | Geofab |  | 1 | roll | 500 |  | 0.1
 |  | Jute mesh |  |  | m2 | 1.5 |  | 0.1
 |  | Tipper |  |  | day | 180 |  | 0.1
 |  | Design |  | 1 | item | 2000 |  | 0.1
 |  | [NAME] (allow to utilise oversize from sandstone delivery) |  | 200 | t | 50 |  | 0.1
 |  | Polymer |  |  | m2 | 0.3 |  | 0.1
 | 3.5.2.2 | Demolish existing [NAME] including backfill to existing surface level | [NAME] | 1 | Item
 |  | Qty |  | 1500 | m3
 |  | Production |  | 900 | m3/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 60 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35 T [NAME] |  |  | hr | 155 |  | 0.1
 |  | Dump Truck |  |  | hr | 180 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Geotechnical Technician |  |  | day | 900 |  | 0.1
 | 3.5.3 | Stormwater Drainage
 | 3.5.3.1 | Supply and installation of stormwater drainage pipes, pits and headwalls, including excavation, bedding and backfilling. Supply and install [NAME] protection at headwalls. | [NAME] | 1 | Item
 |  | Qty |  | 25 | lm
 |  | Allow one day for pipe and one for HW |  | 3 | days
 |  | Duration |  | 3 | day
 |  | GL x 2 |  |  | hr | 72 |  | 0.2
 |  | 14 T Exc |  | 2 | day | 180 |  | 0.2
 |  | Tipper |  |  | day | 180 |  | 0.2
 |  | trench roller |  |  | day | 120 |  | 0.2
 |  | Watercart 50% |  |  | hr | 105 |  | 0.2
 |  | Pipe |  | 25 | lm | 70 |  | 0.2
 |  | Headwall |  | 2 | each | 600 |  | 0.2
 |  | Pipe layer |  | 30 | hr | 90 |  | 0.2
 |  | Delivery |  | 2 | each | 200 |  | 0.2
 |  | Gravel |  |  | tonne | 24 |  | 0.2
 |  | CCTV |  | 1 | event | 400 |  | 0.2
 | 3.6 | Contractor's Separable Charges
 | 3.6.1 | Note: Contractor to include detailed description of each item inserted under Contractor's Separable Charges in relation to this schedule | [NAME] | 1 | Item
 |  | SUB-TOTAL Bulk Earthworks - Cut to Fill
 | 4 | MAIN WORKS
 | 4.1 | Pavements
 | 4.1.1 | Boxing-out for the Road Pavement
 | 4.1.1.1 | Excavate and trim as required for road pavements | [NAME] | 1 | Item
 |  | Road pavement area |  | 33500 | m2
 |  | Production |  | 5000 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | 35T exc 30% |  |  | hr | 155 |  | 0.1
 |  | Dump Truck 30% |  |  | hr | 180 |  | 0.1
 |  | Grader with GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 100 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 | 4.1.2 | Material Handling
 | 4.1.2.1 | Receive imported fill to stockpile and manage imported fill stockpile | Re-measurable Quantity | 32207.175 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 25% |  |  | hr | 85 |  | 0.1
 |  | D6 |  |  | hr | 185 |  | 0.1
 |  | 35T Exc 25% |  |  | hr | 155 |  | 0.1
 |  | Labour |  |  | hr | 72 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 4.1.2.2 | Load from imported fill stockpile, process to SMZ specification and place in stockpile | Re-measurable Quantity | 3220.717500000001 | 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 attachement |  |  | hr | 190 |  | 0.1
 |  | Watercart 50% |  |  | hr | 95 |  | 0.1
 | 4.1.2.3 | Load Select Material from stockpile, haul to work area | Re-measurable Quantity | 32207.175 | t
 |  | Production |  | 2500 | t/day
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | 35T exc |  |  | hr | 155 |  | 0.1
 |  | Dump truck |  |  | hr | 180 |  | 0.1
 |  | Watercart 50% |  |  | hr | 105 |  | 0.1
 |  | Laboratory Testing | includes CBR etal |  | ea |  |  | 0.1
 | 4.1.3 | Select Material Zone
 | 4.1.3.1 | Shared Access: Receive, place and compact 450mm SMZ, (CBR >= 15%) | [NAME] | 1 | Item
 |  | Qty |  | 14592 | m2
 |  | 3 layers |  | 3 | layers
 |  | Qty in M3 |  |  | m3
 |  | Production to place and compact |  | 600 | m3/day
 |  | Placing production |  |  | days
 |  | Wet weather |  | 1 | days
 |  | Staging Loss of Production |  | 2 | days
 |  | Actual duration |  |  | days
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader with GPS |  |  | hr | 185 |  | 0.1
 |  | Smooth Drum |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 110 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.3.2 | Roundabout: Receive,  place and compact 450mm SMZ, (CBR >= 15%) | [NAME] | 1 | Item
 |  | Qty |  | 3000 | m2
 |  | 3 layers |  | 3 | layers
 |  | Qty in M3 |  |  | m3
 |  | Production to place and compact |  | 600 | m3/day
 |  | Placing production |  |  | days
 |  | Wet weather |  | 0.5 | days
 |  | Staging Loss of Production |  | 1 | days
 |  | Actual duration |  |  | days
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader with GPS |  |  | hr | 185 |  | 0.1
 |  | Smooth Drum |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.3.3 | Connection Road: Receive, place and compact 300mm SMZ, (CBR >= 15%) | [NAME] | 1 | Item
 |  | Qty |  | 3000 | m2
 |  | 2 layers |  | 2 | layers
 |  | Qty in M3 |  |  | m3
 |  | Production to place and compact |  | 600 | m3/day
 |  | Placing production |  |  | days
 |  | Wet weather |  | 0.5 | days
 |  | Staging Loss of Production |  | 1 | days
 |  | Actual duration |  |  | days
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader with GPS |  |  | hr | 185 |  | 0.1
 |  | Smooth Drum |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.3.4 | Car Park: Receive, place and compact 300mm SMZ, (CBR >= 15%) | [NAME] | 1 | Item
 |  | Qty |  | 26500 | m2
 |  | 2 layers |  | 2 | layers
 |  | Qty in M3 |  |  | m3
 |  | Production to place and compact |  | 600 | m3/day
 |  | Placing production |  |  | days
 |  | Wet weather |  | 2 | days
 |  | Staging Loss of Production |  | 1 | days
 |  | Actual duration |  |  | days
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader with GPS |  |  | hr | 185 |  | 0.1
 |  | Smooth Drum |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.4 | Base Course
 | 4.1.4.1 | Shared Access: Supply, place and compact DGB20, 250mm deep  (DGB is to be purchased from [NAME] at the rate of [TBC].) | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Production |  | 1200 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Smooth Drum |  |  | day | 350 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Supply DGB20 assume 2.3t/m3 & 10% waste |  |  | t | 15.5 |  | 0.08
 |  | Laboratory Testing | CBR etal | 2 | EA | 902 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.4.2 | Roundabout: Supply, place and compact DGB20, 200mm deep (DGB is to be purchased from [NAME] at the rate of [TBC].) | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Production |  | 1200 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 110 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Laboratory Testing | CBR etal | 1 | EA | 902 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.4.3 | Connection Road: Supply, place and compact DGB20, 190mm deep (DGB is to be purchased from [NAME] at the rate of [TBC].) | [NAME] | 1 | Item
 |  | Qty |  | 3000 | m2
 |  | Production |  | 1200 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Laboratory Testing | CBR etal | 1 | EA | 902 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.4.4 | Car Park: Supply, place and compact DGB20, 190mm deep (DGB is to be purchased from [NAME] at the rate of [TBC].) | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Production |  | 1200 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 |  | Laboratory Testing | CBR etal | 3 | EA | 902 |  | 0.1
 |  | Level 2 Mobilisation |  |  | day |  |  | 0.1
 |  | Level 2 Compaction testing | 2 tests for each |  | ea |  |  | 0.1
 | 4.1.5 | Final Trim
 | 4.1.5.1 | Trim surface of SMZ layer to design levels as specified | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Production |  | 3000 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 | 4.1.5.2 | Trim surface of DGB20 layer to design levels as specified  (DGB is to be purchased from [NAME] at the rate of [TBC].) | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Production |  | 2500 | m2/d
 |  | Duration |  |  | day
 |  | Leading hand 50% |  |  | hr | 85 |  | 0.1
 |  | GL |  |  | hr | 72 |  | 0.1
 |  | Grader GPS |  |  | hr | 185 |  | 0.1
 |  | Roller |  |  | hr | 80 |  | 0.1
 |  | Watercart |  |  | hr | 105 |  | 0.1
 | 4.1.6 | Surface
 | 4.1.6.1 | Shared Access: Supply and place PRIMESEAL C170, 10mm deep | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Leading hand |  | 20 | hr | 85 |  | 0.1
 |  | APS |  |  | m2 | 2.65 |  | 0.15
 |  | Watercart |  | 30 | hr | 105 |  | 0.1
 | 4.1.6.2 | Roundabout: Supply and place AC14 (C450), 45mm deep | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Leading hand |  | 20 | hr | 85 |  | 0.1
 |  | Boral |  |  | m2 | 2.65 | 43000 | 0.1
 |  | Allow 10tonne contingency |  | 10 | tonne | 195 |  | 0.1
 |  | Watercart |  | 30 | hr | 105 |  | 0.1
 | 4.1.6.3 | Connection road: Supply and place PRIMESEAL C170, 10mm deep | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Leading hand |  | 20 | hr | 85 |  | 0.1
 |  | APS |  |  | m2 | 2.65 |  | 0.2
 |  | Watercart |  | 30 | hr | 105 |  | 0.1
 | 4.1.6.4 | Car Park: Supply and place PRIMESEAL C170, 10mm deep | [NAME] | 1 | Item
 |  | Qty |  |  | m2
 |  | Leading hand |  | 20 | hr | 85 |  | 0.1
 |  | All Pavement Solutions |  |  | m2 | 2.65 |  | 0.15
 |  | Watercart |  | 30 | hr | 105 |  | 0.1
 | 4.1.7 | Moorebank Avenue Interface
 | 4.1.7.1 | Construction of intersection to Moorebank Avenue including kerb and gutter, footpath and interface to existing surfaces | [NAME] | 1 | Item
 |  | Kerb & gutter |  | 90 | Lm
 |  | Excavtion & kerb base |  | 2 | days
 |  | Kerb & gutter |  | 2 | days
 |  | Duration
 |  | Leading hand |  |  | hr | 85 |  | 0.1
 |  | Concrete for kerb |  |  | m3 | 210 |  | 0.15
 |  | Kerber (hand placed) |  |  | Lm | 110 |  | 0.1
 |  | Concrete pram |  | 2 | m3 | 210 |  | 0.15
 |  | Pram concrete |  | 10 | hr | 120 |  | 0.1
 |  | mesh & dowels |  | 1 | item | 400 |  | 0.1
 |  | Saw cut |  | 40 | Lm | 50 |  | 0.1
 | 4.2 | Infrastructure Foundations
 | 4.2.1 | Weighbridge Hard-stands
 | 4.2.1.1 | Form reinforcement bars pour concrete slab all inclusive as specified incl. excavation, backfilling and interface surface | [NAME] | 1 | Item
 |  | TCE |  | 1 | LS | 57300.2 |  | 0.1
 |  | Concrete 40MPa | Boral | 57.5 | m3 | 231 |  | 0.1
 |  | Leading hand 50% |  | 10 | hr | 85 |  | 0.1
 |  | [NAME] |  |  | m2 | 55 |  | 0.1
 |  | Reinforcement |  | 1 | item | 2000 |  | 0.1
 |  | Labour |  | 20 | hrs | 72 |  | 0.1
 |  | Dump truck |  | 10 | hrs | 185 |  | 0.1
 |  | Excavator |  | 20 | hrs | 150 |  | 0.1
 | 4.2.2 | Wheel Wash Hard-stands
 | 4.2.2.1 | Form reinforcement bars pour concrete slab, plinths and upstands all inclusive as specified incl. excavation,  backfilling and interface surface | [NAME] | 1 | Item
 |  | TCE |  | 1 | LS | 59476.78 |  | 0.05
 | 4.3 | Fencing
 | 4.3.1 | Man-proof Fencing
 | 4.3.1.1 | Design, supply and install of TYPE 3 fence | [NAME] | 1 | Item
 |  | Qty |  | 1950 | lm
 |  | Leading hand 50% |  | 30 | hr | 85 |  | 0.1
 |  | Fence subcontractor |  |  | m2 | 73 |  | 0.15
 | 4.3.1.2 |  | [NAME] | 1 | Item
 |  | Qty |  | 1950 | lm
 |  | Leading hand 50% |  | 30 | hr | 60 |  | 0.1
 |  | Supply |  |  | lm | 7 |  | 0.1
 |  | Tipper |  |  | day | 180 |  | 0.1
 |  | [NAME] (500lm/day) |  |  | m2 | 72 |  | 0.1
 | 4.3.2 | Gates
 | 4.3.2.1 | Design, supply and install road access gates | Re-measurable Quantity | 2 | No.
 |  | Qty |  | 2 | each
 |  | Leading hand 50% |  | 10 | hr | 85 |  | 0.1
 |  | Fence subcontractor |  |  | each | 1880 |  | 0.15
 | 4.3.2.2 | Design, supply and install pedestrian access gates | Re-measurable Quantity | 4 | No.
 |  | Qty |  | 4 | each
 |  | Leading hand 50% |  | 10 | hr | 85 |  | 0.1
 |  | Fence subcontractor |  |  | each | 880 |  | 0.15
 | 4.4 | Road Furniture
 | 4.4.1 | Road Signage
 | 4.4.1.1 | Supply and install all road signage | [NAME] | 1 | Item
 |  | Qty |  | 1 | LS
 |  | Leading hand |  | 10 | hr | 85 |  | 0.1
 |  | [NAME] |  | 1 | LS | 15160 |  | 0.1
 | 4.4.2 | Pavement Line Markings (Roads and Carpark)
 | 4.4.2.1 | Supply and apply - THERMOPLASTIC marking material on the final layer as required | [NAME] | 1 | Item
 |  | Qty |  | 1 | LS
 |  | Leading hand |  | 10 | hr | 85 |  | 0.1
 |  | [NAME] |  | 1 | LS | 37516 |  | 0.15
 | 4.4.3 | Traffic Signal (Provisional Allowances TBC when final design is provided)
 | 4.4.3.1 | Traffic signal plan | [NAME] | 1 | Item | 2000 |  | 0.1
 | 4.4.3.2 | Relocation of traffic lights at Moorebank Avenue intersection | [NAME] | 1 | Item | 20000 |  | 0.1
 | 4.5 | General
 | 4.5.1 | Security Hut
 | 4.5.1.1 | Supply and install  security guardhouse including amenities, water tank, sewage holding tank and generator | [NAME] | 1 | Item
 |  | Duration |  |  | weeks
 |  | Shed |  |  | week | 180 |  | 0.1
 |  | Generator |  | 14 | week | 300 |  | 0.1
 |  | Generator fuel |  | 14 | week | 300 |  | 0.1
 | 4.5.2 | Environmental Controls
 | 4.5.2.1 | Supply and install 2x Rumble grids | [NAME] | 1 | Item
 |  | Duration |  |  | weeks
 |  | Hire |  |  | week | 10 |  | 0.1
 |  | Delivery |  | 4 | week | 250 |  | 0.1
 |  | [NAME] |  | 10 | hrs | 150 |  | 0.1
 |  | Labour |  | 10 | hrs | 72 |  | 0.1
 |  | Maintenance ([NAME] and labour) |  |  | hrs |  |  | 0.1
 |  | Tipper |  |  | hrs | 60 |  | 0.1
 | 4.5.2.2 | Supply, install and fully commission an automatic [NAME] | [NAME] | 1 | Item
 |  | Delivery |  | 1 | Item | 1500 |  | 0.1
 |  | Supply & install |  | 1 | LS | 54890 |  | 0.1
 |  | Leading hand |  | 30 | hrs | 85 |  | 0.1
 | 4.5.3 | Project Sign Board
 | 4.5.3.1 | Supply and install Project Sign Board | [NAME] | 1 | Item
 |  | Supply & install |  | 1 | LS | 1000 |  | 0.1
 | 4.6 | Contractor's Separable Charges
 | 4.6.1 | Note: Contractor to include detailed description of each item inserted under Contractor's Separable Charges in relation to this schedule | [NAME] | 1 | Item
 |  | SUB-TOTAL Main Works