Spreadsheet: 605906d1547381684-table-dynamic-filter-table_filter
Sheet: 3 Bulk Earthworks

 | 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 ($) | TOTAL ($)
 | 3 | BULK EARTHWORKS - CUT TO FILL
 | 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