Spreadsheet: 605906d1547381684-table-dynamic-filter-table_filter
Sheet: 4 Main Works

 | 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 ($) | TOTAL ($)
 | 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