Slow Average Fast Slow Average Fast
Excavate and Remove
Excavate Spoil Heaps to Transport, 0.6m3 bucket, Sand/Soil m3 hours 14.50 20.00 25.60 0.0690 0.0500 0.0391 Excavate Spoil Heaps to Transport, 0.6m3 bucket, Gravel Beds m3 hours 15.20 20.40 25.60 0.0658 0.0490 0.0391 Excavate Spoil Heaps to Transport, 0.6m3 bucket, Clay/Chalk m3 hours 12.30 18.50 23.20 0.0813 0.0541 0.0431 Excavate Spoil Heaps to Transport, 0.6m3 bucket, Boulder Clay m3 hours 11.20 16.90 21.30 0.0893 0.0592 0.0469 Excavate Spoil Heaps to Transport, 1.1m3 bucket, Sand/Soil m3 hours 25.40 30.30 35.70 0.0394 0.0330 0.0280 Excavate Spoil Heaps to Transport, 1.1m3 bucket, Gravel Beds m3 hours 25.60 31.30 37.00 0.0391 0.0319 0.0270 Excavate Spoil Heaps to Transport, 1.1m3 bucket, Clay/Chalk m3 hours 22.50 27.80 33.30 0.0444 0.0360 0.0300 Excavate Spoil Heaps to Transport, 1.1m3 bucket, Boulder Clay m3 hours 18.90 24.40 30.30 0.0529 0.0410 0.0330 Load Spoil to Barge, capacity 2,000m3 hours - 8.00 - - 0.1250 Load Spoil to Barge, capacity 1,500m3 hours - 6.50 - - 0.1538 Load Spoil to Barge, capacity 1,000m3 hours - 5.50 - - 0.1818 Spoil conveyor, 600mm belt, 150m/min m3 hours - 260.00 - - 0.0038
-Concrete Road surfacing
Concrete Road surfacing, Kerbs or Side Haunches m3 hours 0.40 - 2.5000 Concrete Road surfacing, 150mm thick m2 hours 12.50 - 0.0800 Concrete Road surfacing, 200mm thick m2 hours 7.70 - 0.1299 Concrete Road surfacing, 300mm thick m2 hours 6.70 - 0.1493
-Basecourse Production Rates Urban environment:
Spread & Compact Production = 30m3/hr m3 hours 30.00 - 0.0333 -Trimming Production = 250m2/hr m2 hours 250.00 - 0.0040 -Rural environment:
Spread & Compact Production = 50m3/hr m3 hours 50.00 - 0.0200 -Trimming Production = 350m2/hr m2 hours 350.00 - 0.0029
-Slow Average Fast Slow Average Fast
Working Platforms
Metal KwikStage, 5 Boards with 2m lifts m run hours 11.10 11.90 12.50 0.0901 0.0840 0.0800 Metal KwikStage, 5 Boards with 3m lifts m run hours 9.10 10.00 10.50 0.1099 0.1000 0.0952 Metal KwikStage, House Scaffold with 3 lifts m run hours 2.80 3.20 3.80 0.3571 0.3125 0.2632 Metal Tube and Fittings, 5-6 Boards wide m run hours 3.20 3.70 4.60 0.3125 0.2703 0.2174 Tube and Fitting Platforms, 50-250m3 m3 hours 10.60 12.50 18.50 0.0943 0.0800 0.0541 Tube and Fitting Platforms, 250-1000m3 m3 hours 18.50 22.50 24.50 0.0541 0.0444 0.0408 Tube and Fitting Platforms, over 1000m3 m3 hours 24.50 30.00 33.50 0.0408 0.0333 0.0299 Tube and Fitting Platforms, striking % x erect - 200.00 - - 200.00
-Waterproofing
Asphalt coatings, horizontal surfaces m2 hours 3.50 4.20 5.80 0.2857 0.2381 0.1724 Asphalt coatings, vertical surfaces m2 hours 1.20 1.70 2.20 0.8333 0.5882 0.4545 Bituminous Brushed application, 2 coats m2 hours 4.80 5.00 6.30 0.2083 0.2000 0.1587 Bituminous Brushed application, 3 coats m2 hours 3.30 3.50 4.40 0.3030 0.2857 0.2273 Bituminous Sheets, horizontal surfaces m2 hours 3.80 4.00 4.80 0.2632 0.2500 0.2083 Bituminous Sheets, vertical surfaces m2 hours 3.30 3.50 4.20 0.3030 0.2857 0.2381 Polythene Sheets, horizontal surfaces m2 hours - 20.00 - - 0.0500 Bentonite Sheets, horizontal surfaces m2 hours 18.70 25.00 31.30 0.0535 0.0400 0.0319 Bentonite Sheets, vertical surfaces m2 hours 11.20 15.00 17.30 0.0893 0.0667 0.0578 Epoxy Based application, 1 coat m2 hours - 75.00 - - 0.0133 Epoxy Based application, 2 coat m2 hours - 38.00 - - 0.0263
-Wallpapering
Strip Existing Wallpaper (3 layers) & Prepare Walls m2 hours - 5.00 - - 0.2000 Fix Wallpaper and lining paper m2 hours - 5.00 - - 0.2000 Fix Vinyl and Washable paper m2 hours - 4.20 - - 0.2381
-Slow Average Fast Slow Average Fast Fix Ceiling Lining Paper m2 hours - 4.00 - - 0.2500
-Wall Finishes
Mosaic Tiling, 0.045x0.045m no hours - 1.10 1.50 - 0.9091 0.6667 Clay, quarry Tiles, Window Cills, setout and level m hours - 55.50 - - 0.0180 Clay, quarry Tiles, Window Cills, fix, grout and clean m2 hours - 1.50 - - 0.6667 Ceramic Tiles 150x150mm, Ledges/Upstands no hours 20.40 27.10 32.00 0.0490 0.0369 0.0313 Ceramic Tiles 150x150mm, Areas under 1.5m2 per room m2 hours 0.90 1.00 1.20 1.1111 1.0000 0.8333 Ceramic Tiles 150x150mm, Areas of 1.5-2.5m2 per room m2 hours 1.40 1.60 1.90 0.7143 0.6250 0.5263 Ceramic Tiles 150x150mm, Areas over 2.5m2 per room m2 hours 1.50 1.70 2.10 0.6667 0.5882 0.4762 Ceramic Tiles 150x150mm, Extra Over for Cutting no hours - 41.60 - - 0.0240 Ceramic Tiles 108x108mm, Ledges/Upstands no hours - 62.50 - - 0.0160 Ceramic Tiles 108x108mm, Areas under 1.5m2 per room m2 hours 1.00 1.30 1.50 1.0000 0.7692 0.6667 Ceramic Tiles 108x108mm, Areas of 1.5-2.5m2 per room m2 hours 1.60 1.80 2.10 0.6250 0.5556 0.4762 Ceramic Tiles 108x108mm, Areas over 2.5m2 per room m2 hours 1.70 1.90 2.20 0.5882 0.5263 0.4545 Ceramic Tiles 108x108mm, Extra Over for Cutting no hours - 125.00 - - 0.0080 Ceramic Tiles, Grouting Works m2 hours 2.20 2.50 2.60 0.4545 0.4000 0.3846
Slow Average Fast Slow Average Fast
Underpinning
Concrete Pinning, 4th or 5th pin cycles m day - 1.20 2.20 - 0.8333 0.4545 Brickwork Pinning, 1.0 brick thick m2 hours - 0.40 0.70 - 2.5000 1.4286 Brickwork Pinning, 1.5 brick thick m2 hours 0.10 0.30 - 10.0000 3.3333 Brickwork Pinning, 2.0 brick thick m2 hours - 0.20 - - 5.0000 Wedge and Pin Method, 102mm wall m hours - 0.80 - - 1.2500 Wedge and Pin Method, 215mm wall m hours - 0.70 - - 1.4286 Wedge and Pin Method, 317mm wall m hours - 0.50 - - 2.0000
-Trench Excavation
Hydraulic Excavator, 0.3m3 bucket, Sand/Soil m3 hours 5.60 7.10 8.20 0.1786 0.1408 0.1220 Hydraulic Excavator, 0.3m3 bucket, Gravel Beds m3 hours 4.80 6.10 7.30 0.2083 0.1639 0.1370 Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk m3 hours 4.80 6.10 7.10 0.2083 0.1639 0.1408 Hydraulic Excavator, 0.3m3 bucket, Hard Ground m3 hours 9.70 5.40 6.40 0.1031 0.1852 0.1563 Hydraulic Excavator, 0.4m3 bucket, Sand/Soil m3 hours 20.50 25.00 29.20 0.0488 0.0400 0.0342 Hydraulic Excavator, 0.4m3 bucket, Gravel Beds m3 hours 18.20 22.20 26.00 0.0549 0.0450 0.0385 Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk m3 hours 18.20 22.20 26.00 0.0549 0.0450 0.0385 Hydraulic Excavator, 0.4m3 bucket, Hard Ground m3 hours 17.00 20.00 23.40 0.0588 0.0500 0.0427 Hydraulic Excavator, 0.5m3 bucket, Sand/Soil m3 hours 26.00 28.60 33.10 0.0385 0.0350 0.0302 Hydraulic Excavator, 0.5m3 bucket, Gravel Beds m3 hours 26.30 28.60 33.20 0.0380 0.0350 0.0301 Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk m3 hours 26.30 28.60 33.20 0.0380 0.0350 0.0301 Hydraulic Excavator, 0.5m3 bucket, Hard Ground m3 hours 22.70 25.00 28.80 0.0441 0.0400 0.0347 Excavate and Board Trench, 0.5-1.5m deep, < 2.0m wide m2 hours 3.30 4.50 6.80 0.3030 0.2222 0.1471 Excavate and Board Trench, 1.5-3.0m deep, < 2.0m wide m2 hours 3.00 4.20 6.50 0.3333 0.2381 0.1538 Excavate and Board Trench, 3.0-4.5m deep, < 2.0m wide m2 hours 2.70 4.00 6.00 0.3704 0.2500 0.1667 Excavate and Board Trench, 0.5-1.5m deep, > 2.0m wide m2 hours 6.60 7.10 8.80 0.1515 0.1408 0.1136 Excavate and Board Trench, 1.5-3.0m deep, > 2.0m wide m2 hours 6.20 6.70 9.20 0.1613 0.1493 0.1087 Excavate and Board Trench, 3.0-4.5m deep, > 2.0m wide m2 hours 5.80 6.20 10.50 0.1724 0.1613 0.0952
Slow Average Fast Slow Average Fast
Trackwork
FST Floating Track Slab, side restraints m days 9.60 - - 0.1042 - FST Floating Track Slab, resin pads m days 10.20 - - 0.0980 - FST Floating Track Slab, slab units m days 10.60 - - 0.0943 - PCBT - Pre-cast Concrete Block Track, in Bored Tunnels m days 17.10 41.00 - 0.0585 0.0244 PCBT - Pre-cast Concrete Block Track, in Cut and Cover Tunnels m days - 35.00 - - 0.0286 PCBT - Pre-cast Concrete Block Track, in Station Tunnels m days - 35.00 - - 0.0286 IST - Isolated Slab Track, in Bored Tunnels m days - 20.00 - - 0.0500 IST - Isolated Slab Track, in Cut and Cover Tunnels m days - 34.00 - - 0.0294 IST - Isolated Slab Track, in Station m days - 29.00 - - 0.0345 FST - Floating Slab Track, in Station m days 3.60 4.60 5.70 0.2778 0.2174 0.1754 Ballasted Track, in Mainline m days 57.00 71.00 115.00 0.0175 0.0141 0.0087 Ballasted Track, in Depot m days - 28.00 - - 0.0357 Non-Ballasted Track, in Depot m days 8.50 12.80 17.40 0.1176 0.0781 0.0575 Embedded / Paved Track, in Depot m days - 71.00 - - 0.0141 Heavy Maintenance / Train Wash Track, in Depot m days - 29.00 - - 0.0345 Maintenance Pit, in Depot m days - 52.00 - - 0.0192 Siding Trackwork, in Depot m days - 38.00 - - 0.0263
-Tower Cranes
Erect and Setup 50m gib days - - - - 11.00 7.50 Dismantle 50m gib days - - - - 10.00 - Lifting, Reinforcement Bins and Cages, 1st 15m lift lift mins - - - - 3.20 - Lifting, Reinforcement Bins and Cages, above 1st 15m lift 15m mins - - - - 0.50 - Lifting, Crane Tracking Time m seconds - - - - 3.30 -
Slow Average Fast Slow Average Fast
Timber Frames
Roof Trusses no hours - 1.30 - - 0.7692 Wall Plates m hours - 2.70 - - 0.3704 Roof Rafters m hours - 1.20 - - 0.8333 Ceiling Joists m hours - 32.10 - - 0.0312 Roof Carcass, Common Rafters, under 3m no hours 18.20 20.00 21.70 0.0549 0.0500 0.0461 Roof Carcass, Common Rafters, 3-6mm no hours 13.30 16.60 18.20 0.0752 0.0602 0.0549 Roof Carcass, Common Rafters, over 6m no hours 14.10 15.60 16.10 0.0709 0.0641 0.0621 Roof Carcass, Jack Rafters, under 3m no hours 18.80 20.10 21.70 0.0532 0.0498 0.0461 Roof Carcass, Jack Rafters, 3-6mm no hours 10.40 16.10 16.60 0.0962 0.0621 0.0602 Roof Carcass, Purlins, under 3m no hours 5.10 5.40 5.80 0.1961 0.1852 0.1724 Roof Carcass, Purlins, 3-6mm no hours 4.30 4.80 5.10 0.2326 0.2083 0.1961 Roof Carcass, Purlins, over 6m no hours 3.50 4.30 4.60 0.2857 0.2326 0.2174 Roof Carcass, Binders, under 3m no hours 5.70 6.60 7.60 0.1754 0.1515 0.1316 Roof Carcass, Binders, 3-6mm no hours 2.10 2.30 2.50 0.4762 0.4348 0.4000 Roof Carcass, Binders, over 6m no hours 1.30 1.50 1.60 0.7692 0.6667 0.6250 Roof Carcass, Hangers, under 3m no hours 8.20 9.00 9.60 0.1220 0.1111 0.1042 Roof Carcass, Collars under 3m no hours 7.60 8.00 9.10 0.1316 0.1250 0.1099 Roof Carcass, Collars 3-m no hours 6.50 7.40 8.30 0.1538 0.1351 0.1205 Roof Carcass, Ridge Boards under 3m no hours 12.00 13.10 15.30 0.0833 0.0763 0.0654 Roof Carcass, Cut Rafter Feet to line no hours 142.00 166.00 175.00 0.0070 0.0060 0.0057 Roof Soffits, Softwood, nailed m hours - 9.20 - - 0.1087 Roof Soffits, Softwood, screwed m hours - 3.90 - - 0.2564 Roof Soffits Asbestos, under 300mm nailed m hours - 9.10 - - 0.1099 Roof Soffits Asbestos, under 300mm screwed m hours - 3.80 - - 0.2632 Roof Soffits, Asbestos, over 300mm nailed m hours - 3.50 - - 0.2857 Roof Soffits, Asbestos, over 300mm screwed m hours - 1.30 - - 0.7692 Roof Facia Panels, Softwood m hours 5.10 7.20 9.30 0.1961 0.1389 0.1075 Roof Facia Panels, Asbestos m hours 1.30 2.50 3.90 0.7692 0.4000 0.2564 Roof Facia Panel Studding, nailed m hours 7.30 8.10 9.00 0.1370 0.1235 0.1111 Roof Facia Panel Studding, screwed m hours 4.60 5.20 5.80 0.2174 0.1923 0.1724
Slow Average Fast Slow Average Fast Roof Facia Panel Studding, bolted to beams m hours 5.40 5.90 6.60 0.1852 0.1695 0.1515 Roof Works, Fix Herringbone Strutting m hours - 5.10 - - 0.1961 Roof Works, Fix Firing Strips m hours - 25.00 - - 0.0400 Roof Works, Fix Drip/Tilt Filleting m hours - 20.50 - - 0.0488
-Structural Steelwork
Simple Universal Beam Steel Bridge, erect support steel H frames no days - 0.8333 - - 1.2000 Simple Universal Beam Steel Bridge, erect 15m truss m days - 3.30 - - 0.3030
-Stonework
Fix 0.5m2 Stones to Metal Support Frame m2 days 5.60 7.00 7.80 0.1786 0.1429 0.1282 Fix 0.5-0.75m2 Stones to Metal Support Frame m2 days 7.20 9.00 10.10 0.1389 0.1111 0.0990 Fix 0.75-1.0m2 Stones to Metal Support Frame m2 days 6.90 8.70 9.70 0.1449 0.1149 0.1031 Fix Complex Stonework to Metal Support Frame m2 days - 1.80 - - 0.5556 Fix Curved Stone Cladding m2 days 6.90 8.00 9.20 0.1449 0.1250 0.1087 Fix Stone Edge Beams/Window Reveals m2 days - 2.30 3.20 - 0.4348 0.3125 Fix Stone Soffits m2 days - 4.00 - - 0.2500 Stone Floors m2 days 6.90 10.40 12.20 0.1449 0.0962 0.0820 Granite Wall Panels, First Fix m2 hours - 1.30 - - 0.7692 Granite Wall Panels, Second Fix m2 hours - 1.10 - - 0.9091
-Steel Strutting
-Slow Average Fast Slow Average Fast Diagonal heavy duty strutting no days - 0.1667 - - 6.00
-Steel Frames
Steel Frame and Roof Members Tons days 3.40 - 4.60 0.2941 - 0.2174 Wall Frame, Bow String Truss and Frame Tons days - 1.60 - - 0.6250 Roof Frame, Curved Truss and Frame Tons days - 5.20 - - 0.1923 Wall Frame, Glazed Frame and Atrium Tons days - 0.30 - - 3.3333
-Spread and Level
Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 5-50m to stockpile m3 hours 13.90 20.40 25.00 0.0719 0.0490 0.0400 Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 50-120m to stockpile m3 hours 7.60 9.50 12.60 0.1316 0.1053 0.0794 Crawler Shovel, 0.8m3 bucket, Gravel, pushed 5-50m to stockpile m3 hours 14.20 20.40 25.60 0.0704 0.0490 0.0391 Crawler Shovel, 0.8m3 bucket, Gravel, pushed 50-120m to stockpile m3 hours 7.60 10.20 12.80 0.1316 0.0980 0.0781 Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 5-50m to stockpile m3 hours 12.70 18.40 23.20 0.0787 0.0543 0.0431 Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 50-120m to stockpile m3 hours 6.90 8.90 11.60 0.1449 0.1124 0.0862 Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 5-50m to stockpile m3 hours 11.60 16.90 21.30 0.0862 0.0592 0.0469 Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3 hours 6.30 8.20 10.40 0.1587 0.1220 0.0962 Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 5-50m to stockpile m3 hours 23.80 28.50 35.70 0.0420 0.0351 0.0280 Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 50-120m to stockpile m3 hours 16.70 18.50 20.40 0.0599 0.0541 0.0490 Crawler Shovel, 1.2m3 bucket, Gravel, pushed 5-50m to stockpile m3 hours 25.00 32.00 37.00 0.0400 0.0313 0.0270 Crawler Shovel, 1.2m3 bucket, Gravel, pushed 50-120m to stockpile m3 hours 17.20 19.30 21.20 0.0581 0.0518 0.0472 Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 5-50m to stockpile m3 hours 21.70 27.50 33.30 0.0461 0.0364 0.0300 Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 50-120m to stockpile m3 hours 15.10 16.90 18.80 0.0662 0.0592 0.0532 Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 5-50m to stockpile m3 hours 19.60 24.50 30.30 0.0510 0.0408 0.0330 Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3 hours 13.70 15.90 17.50 0.0730 0.0629 0.0571 Crawler Shovel, 0.6m3 bucket, 50-200m2, Sand/Soil m3 hours 18.60 28.50 38.50 0.0538 0.0351 0.0260
Slow Average Fast Slow Average Fast Crawler Shovel, 0.6m3 bucket, over 200m2, Sand/Soil m3 hours 24.40 37.20 50.00 0.0410 0.0269 0.0200 Crawler Shovel, 0.6m3 bucket, 50-200m2, Gravel m3 hours 18.90 28.60 38.40 0.0529 0.0350 0.0260 Crawler Shovel, 0.6m3 bucket, over 200m2, Gravel m3 hours 24.20 37.20 50.00 0.0413 0.0269 0.0200 Crawler Shovel, 0.6m3 bucket, 50-200m2, Hardcore m3 hours 15.80 23.50 31.20 0.0633 0.0426 0.0321 Crawler Shovel, 0.6m3 bucket, over 200m2, Hardcore m3 hours 19.20 29.60 40.00 0.0521 0.0338 0.0250 Crawler Shovel, 0.6m3 bucket, 50-200m2, Boulder Clay m3 hours 17.20 26.40 35.70 0.0581 0.0379 0.0280 Crawler Shovel, 0.6m3 bucket, over 200m2, Boulder Clay m3 hours 22.20 33.80 45.40 0.0450 0.0296 0.0220 Crawler Shovel, 1.2m3 bucket, 50-200m2, Sand/Soil m3 hours 43.50 48.00 52.60 0.0230 0.0208 0.0190 Crawler Shovel, 1.2m3 bucket, over 200m2, Sand/Soil m3 hours 55.50 61.10 66.70 0.0180 0.0164 0.0150 Crawler Shovel, 1.2m3 bucket, 50-200m2, Gravel m3 hours 43.80 48.30 52.90 0.0228 0.0207 0.0189 Crawler Shovel, 1.2m3 bucket, over 200m2, Gravel m3 hours 55.50 61.10 66.70 0.0180 0.0164 0.0150 Crawler Shovel, 1.2m3 bucket, 50-200m2, Hardcore m3 hours 37.10 40.30 43.50 0.0270 0.0248 0.0230 Crawler Shovel, 1.2m3 bucket, over 200m2, Hardcore m3 hours 47.60 51.60 55.60 0.0210 0.0194 0.0180 Crawler Shovel, 1.2m3 bucket, 50-200m2, Boulder Clay m3 hours 43.80 45.70 47.60 0.0228 0.0219 0.0210 Crawler Shovel, 1.2m3 bucket, over 200m2, Boulder Clay m3 hours 55.60 59.10 62.50 0.0180 0.0169 0.0160
Soil Mix Walls
Three Auger Drill, cement and cure m days 3.80 4.50 6.40 0.2632 0.2222 0.1563
Small or Deep Excavation
Hydraulic Excavator, 0.3m3 bucket, Sand/Soil m3 hours 6.70 8.40 9.90 0.1493 0.1190 0.1010 Hydraulic Excavator, 0.3m3 bucket, Gravel Beds m3 hours 3.20 4.50 5.00 0.3125 0.2222 0.2000 Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk m3 hours 3.30 4.10 5.20 0.3030 0.2439 0.1923 Hydraulic Excavator, 0.3m3 bucket, Hard Ground m3 hours 3.30 4.10 5.20 0.3030 0.2439 0.1923 Hydraulic Excavator, 0.4m3 bucket, Sand/Soil m3 hours 8.20 10.00 11.70 0.1220 0.1000 0.0855 Hydraulic Excavator, 0.4m3 bucket, Gravel Beds m3 hours 7.10 8.70 10.20 0.1408 0.1149 0.0980
Slow Average Fast Slow Average Fast Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk m3 hours 6.50 8.30 9.40 0.1538 0.1205 0.1064 Hydraulic Excavator, 0.4m3 bucket, Hard Ground m3 hours 6.30 7.70 9.10 0.1587 0.1299 0.1099 Hydraulic Excavator, 0.5m3 bucket, Sand/Soil m3 hours 12.20 13.30 15.40 0.0820 0.0752 0.0649 Hydraulic Excavator, 0.5m3 bucket, Gravel Beds m3 hours 10.20 11.10 12.90 0.0980 0.0901 0.0775 Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk m3 hours 9.70 10.50 12.10 0.1031 0.0952 0.0826 Hydraulic Excavator, 0.5m3 bucket, Hard Ground m3 hours 6.10 6.70 7.70 0.1639 0.1493 0.1299
Slurry Mix Walls
Crane grab, cement/bentonite and sheet piles m days 1.80 2.50 3.40 0.5556 0.4000 0.2941
Slates and Tiling
Slate Roofs, Welsh Slate 3-5mm m2 days - 18.00 - - 0.0556 Slate Roofs, Cumbrian Slate 8-11mm m2 days - 8.50 - - 0.1176 Slate Roofs, Asbestos Slates m2 days - 36.00 - - 0.0278 Tiled Roofs, Concrete Tiles m2 days - 52.00 - - 0.0192 Tiled Roofs, Clay Pan Tiles m2 days - 26.00 - - 0.0385
-Site Investigation
Pre Drilling, Rercussive or Rotary, soft deposits m hours 8.00 10.00 14.00 0.1250 0.1000 0.0714 Pre Drilling, Wash Boring, grade V/IV rock m hours 2.50 3.20 3.90 0.4000 0.3125 0.2564 Pre Drilling, Triple Tube Sampling, grade V/IV rock m hours 0.40 0.80 0.90 2.5000 1.2500 1.1111 Pre Drilling, Rotary, grade III/II rock m hours 0.20 0.50 0.70 5.0000 2.0000 1.4286 Pre Drilling, Triple Tube Sampling, grade III/II rock m hours 0.10 0.40 0.70 10.0000 2.5000 1.4286
Slow Average Fast Slow Average Fast
Site Clearance
Shrubs and Bushes, dig up and removal m2 hours - 25.00 38.00 - 0.0400 0.0263 Turf, lifting and removal m2 hours - 2.90 - - 0.3448 Trees, small sizes and shrubs m2 hours - 14.00 - - 0.0714 Trees and Shrubs, 500mm - 900mm girth no hours - 0.0556 - - 18.00 Trees and Shrubs, 900mm - 1200mm girth no hours - 0.0455 - - 22.00 Trees and Shrubs, 1200mm - 1500mm girth no hours - 0.0385 - - 26.00 Hedges and Roots, 0.5-1.0m high m hours - 0.90 - - 1.1111 Hedges and Roots, 1.0-1.5m high m hours - 0.80 - - 1.2500 Hedges and Roots, 1.5-2.0m high m hours - 0.60 - - 1.6667
-Sheeted Roofs
PVC Sheeted Roofs, large areas m2 days - 50.00 - - 0.0200 PVC Sheeted Roofs, small areas m2 days - 40.00 - - 0.0250 Plastic Profiled Sheet Systems m2 days - 54.00 - - 0.0185
-Sheet Piling
Vibro/Drop Hammer, 10m deep Sand m days - 55.00 60.00 - 0.0182 0.0167 Vibro/Drop Hammer, 35m deep Sand m days 3.50 32.00 10.50 0.2857 0.0313 0.0952
Slow Average Fast Slow Average Fast
Secant Piling
Construct 30m dia cofferdam, 255 piles/concrete base weeks - - - - 12.00
-Screeding
Sand/Cement Floor Screed, 15-20mm thick m2 hours - 4.80 5.70 - 0.2083 0.1754 Sand/Cement Floor Screed, 20-30mm thick m2 hours - 4.60 5.50 - 0.2174 0.1818 Sand/Cement Floor Screed, 30-40mm thick m2 hours 3.20 4.20 5.30 0.3125 0.2381 0.1887 Sand/Cement Floor Screed, 40-50mm thick m2 hours 2.00 3.80 5.20 0.5000 0.2632 0.1923 Sand/Cement Floor Screed, 50-65mm thick m2 hours - 3.30 3.90 - 0.3030 0.2564 Sand/Cement Floor Screed, 65-100mm thick m2 hours - 3.00 3.60 - 0.3333 0.2778 Fix/Setout Screed Battens m hours - 10.00 - - 0.1000
-Rule of Thumb
Site Investigation Pre Drilling no. days 0.2000 0.2500 0.3333 5.00 4.00 3.00 Ground Excavation, Hydraulic Backhoe m3 days - 50.00 - - 0.0200 Bored Piling, 25-70m deep no. days 0.1000 0.1250 0.1667 10.00 8.00 6.00 Formwork Fixing m2 days - 12.00 - - 0.0833 Reinforcement Fixing Tonnes days - 0.70 - - 1.4286 Concrete Placement m3 days - 16.00 - - 0.0625 Scaffold Erection, Steel Falsework m3 days - 140.00 - - 0.0071 Blockwork Laying m2 days - 7.00 - - 0.1429 Plastering and Rendering m2 days - 12.00 - - 0.0833 Blockwork Laying m2 days 7.00 12.00 17.50 0.1429 0.0833 0.0571 Stonework Cladding m2 days - 5.10 - - 0.1961 Window Glazing m2 hours - 1.50 - - 0.6667
-Slow Average Fast Slow Average Fast Granolithic Flooring m2 hours - 4.50 - - 0.2222 Floor Screeding m2 hours - 4.50 - - 0.2222 Floor Screeding m2 days - 60.00 - - 0.0167 Ceramic Wall Tiling m2 hours - 1.50 - - 0.6667
-Rock Tunnels
Excavation, non explosive chemical method, cycle time mins - - - 8.00 6.00 5.50 Excavation, non explosive chemical method, Class I Granite m3 cycle 0.30 0.90 1.20 3.3333 1.1111 0.8333 Excavation, non explosive chemical method, Class II Granite m3 cycle 2.00 2.60 2.90 0.5000 0.3846 0.3448 Excavation, non explosive chemical method, Class III Granite m3 cycle 1.20 1.40 1.80 0.8333 0.7143 0.5556
Restoration Works
Façade Cleaning, Water Jetting m2 days - 25.00 - - 0.0400 Façade Cleaning, Acid Etching m2 days - 9.00 - - 0.1111 Façade Cleaning, Grit Blasting m2 days - 12.00 - - 0.0833 Cladding Restoration, Brickwork m2 days - 6.50 - - 0.1538 Cladding Restoration, Stonework courses m days - 20.00 - - 0.0500
-Rendering
Large Wall Areas, applied in 2 coats m2 hours - 2.20 2.70 - 0.4545 0.3704 Small Wall Areas, applied in 2 coats m2 hours - 1.50 1.70 - 0.6667 0.5882 Narrow Widths, applied in 2 coats m2 hours - 1.20 1.40 - 0.8333 0.7143 Columns and Beams, applied in 2 coats m2 hours - 1.50 1.70 - 0.6667 0.5882 Staircase and Soffits, applied in 2 coats m2 hours - 1.40 - - 0.7143
-Slow Average Fast Slow Average Fast
Removable Anchors
Drill 30m shaft hours - - - - 7.00 -
Install strands/setup anchor hours - - - - 6.00 -
Grout in strands hours - - - - 2.00 -
Reinforcement Ratios
Pile Cap, Concrete m3 x Ratio = Rebar Tonnes % ratio - 14.80 - - - - Base Slab, Concrete m3 x Ratio = Rebar Tonnes % ratio - 13.20 14.10 - - - Suspended Slab, Concrete m3 x Ratio = Rebar Tonnes % ratio - 20.60 25.60 - - - Platform Slab, Concrete m3 x Ratio = Rebar Tonnes % ratio - 15.60 - - - - Columns, Concrete m3 x Ratio = Rebar Tonnes % ratio 15.80 18.70 28.70 - - - Walls, Concrete m3 x Ratio = Rebar Tonnes % ratio 14.70 15.00 - - - -
Reinforcement
Slabs/Foundations, steelfixing, 6mm tonne hours 0.0248 0.0260 0.0274 40.30 38.40 36.50 Slabs/Foundations, steelfixing, 8mm tonne hours 0.0355 0.0372 0.0388 28.20 26.90 25.80 Slabs/Foundations, steelfixing, 10mm tonne hours 0.0444 0.0485 0.0498 22.50 20.60 20.10 Slabs/Foundations, steelfixing, 12mm tonne hours 0.0592 0.0613 0.0649 16.90 16.30 15.40 Slabs/Foundations, steelfixing, 16mm tonne hours 0.0833 0.0870 0.0917 12.00 11.50 10.90 Slabs/Foundations, steelfixing, 20mm tonne hours 0.1087 0.1163 0.1220 9.20 8.60 8.20 Slabs/Foundations, steelfixing, 25mm tonne hours 0.1449 0.1493 0.1538 6.90 6.70 6.50 Slabs/Foundations, steelfixing, 32mm tonne hours 0.1754 0.1818 0.1923 5.70 5.50 5.20 Slabs/Foundations, steelfixing, 40mm tonne hours 0.1887 0.1961 0.2041 5.30 5.10 4.90 Slabs/Foundations, steelfixing, 50mm tonne hours 0.1923 0.2041 0.2174 5.20 4.90 4.60 Beams/Columns, steelfixing, 6mm tonne hours 0.0181 0.0189 0.0198 55.40 52.80 50.60 Beams/Columns, steelfixing, 8mm tonne hours 0.0258 0.0270 0.0285 38.80 37.00 35.10
Slow Average Fast Slow Average Fast Beams/Columns, steelfixing, 10mm tonne hours 0.0339 #VALUE! 0.0372 29.50 28.4 26.90 Beams/Columns, steelfixing, 12mm tonne hours 0.0427 0.0446 0.0457 23.40 22.40 21.90 Beams/Columns, steelfixing, 16mm tonne hours 0.0602 0.0633 0.0662 16.60 15.80 15.10 Beams/Columns, steelfixing, 20mm tonne hours 0.0806 0.0840 0.0885 12.40 11.90 11.30 Beams/Columns, steelfixing, 25mm tonne hours 0.1010 0.1087 0.1149 9.90 9.20 8.70 Beams/Columns, steelfixing, 32mm tonne hours 0.1471 0.1515 0.1613 6.80 6.60 6.20 Beams/Columns, steelfixing, 40mm tonne hours 0.1639 0.1695 0.1786 6.10 5.90 5.60 Beams/Columns, steelfixing, 50mm tonne hours 0.1639 0.1695 0.1786 6.10 5.90 5.60 Walls, steelfixing, 6mm tonne hours 0.0243 0.0245 0.0256 41.20 40.80 39.10 Walls, steelfixing, 8mm tonne hours 0.0342 0.0350 0.0365 29.20 28.60 27.40 Walls, steelfixing, 10mm tonne hours 0.0441 0.0455 0.0472 22.70 22.00 21.20 Walls, steelfixing, 12mm tonne hours 0.0568 0.0578 0.0592 17.60 17.30 16.90 Walls, steelfixing, 16mm tonne hours 0.0806 0.0820 0.0847 12.40 12.20 11.80 Walls, steelfixing, 20mm tonne hours 0.1064 0.1087 0.1149 9.40 9.20 8.70 Walls, steelfixing, 25mm tonne hours 0.1351 0.1389 0.1429 7.40 7.20 7.00 Walls, steelfixing, 32mm tonne hours 0.1429 0.1471 0.1563 7.00 6.80 6.40 Walls, steelfixing, 40mm tonne hours 0.1563 0.1639 0.1695 6.40 6.10 5.90 Walls, steelfixing, 50mm tonne hours 0.1887 0.1961 0.2083 5.30 5.10 4.80 Staircases, steelfixing, 6mm tonne hours 0.0204 0.0208 0.0220 48.90 48.00 45.50 Staircases, steelfixing, 8mm tonne hours 0.0291 0.0298 0.0313 34.40 33.60 31.90 Staircases, steelfixing, 10mm tonne hours 0.0376 0.0388 0.0412 26.60 25.80 24.30 Staircases, steelfixing, 12mm tonne hours 0.0478 0.0490 0.0513 20.90 20.40 19.50 Staircases, steelfixing, 16mm tonne hours 0.0685 0.0694 0.0725 14.60 14.40 13.80 Staircases, steelfixing, 20mm tonne hours 0.0885 0.0926 0.0952 11.30 10.80 10.50 Staircases, steelfixing, 25mm tonne hours 0.1163 0.1190 0.1220 8.60 8.40 8.20
Rainwater Works
UPVC Downpipes, 75mm m hours - 3.30 - - 0.3030 UPVC Guttering, 75mm m hours - 3.10 - - 0.3226 UPVC RWP Fittings, 75mm no hours - 3.10 - - 0.3226
-Slow Average Fast Slow Average Fast Cast Iron Downpipes, 75mm m hours - 2.10 - - 0.4762 Cast Iron Guttering, 75mm m hours - 2.50 - - 0.4000 Cast Iron RWP Fittings, 75mm no hours - 2.20 - - 0.4545 Aluminium Downpipes, 72mm m hours - 2.50 - - 0.4000 Aluminium Guttering, 72mm m hours - 2.90 - - 0.3448 Aluminium RWP Fittings, 72mm no hours - 1.90 - - 0.5263
-Power Supply
AC Install 2 no Service transformers, 6 men days - - - - 12.00 - AC Install 2 no Switchgear, 7 men days - - - - 12.00 - AC Install Associated Trays and ladders, 3 men days - - - 11.00 5.00 - AC Cable Terminations in Tx and SWG Rooms, 3 men days - - - 12.00 6.00 - DC Install Insulated Flooring in DC Room, 1 men days - - - - 5.00 - DC Install 1 set Rectifier Transformer and Rectifier, 7 men days - - - - 1.00 -
DC Install Switchgear, 7 men days - - - - 10.00 -
DC Primary Cable Terminations and Busduct, 18 men days - - - 12.0 9.00 - DC Secondary Cable Terminations and Connections, 9 men days - - - 12.0 6.00 - Trackside Cabling 33kV/Pilot Cables, 10 men m run days 2,100.00 - - 0.0005 - - Trackside Cabling Terminations, 6 men days - - - - 1.0 -
Post Tensioning
Lag for Initial Stress Tensioning after 1st bay cast hrs - - - - 48.00 Lag for Final Stress Tensioning after Initial Stress hrs - - - - 120.00
-Plastering
Slow Average Fast Slow Average Fast Browning (undercoat), Internal Walls over 2.5m high m2 hours 2.10 2.60 2.80 0.4762 0.3846 0.3571 Browning (undercoat), Reveals and Columns less than 100mm wide m2 hours 9.90 10.00 10.10 0.1010 0.1000 0.0990 Browning (undercoat), Reveals and Columns 100-200mm wide m2 hours 5.20 5.40 6.40 0.1923 0.1852 0.1563 Browning (undercoat), Reveals and Columns 200-300mm wide m2 hours 3.30 3.60 3.90 0.3030 0.2778 0.2564 Covings m2 hours - 5.00 - - 0.2000 Skimming (topcoat), Internal Walls under 2.5m high m2 hours 6.10 6.70 7.30 0.1639 0.1493 0.1370 Skimming (topcoat), Internal Walls over 2.5m high m2 hours 5.50 6.10 6.70 0.1818 0.1639 0.1493 Skimming (topcoat), Reveals and Columns less than 100mm wide m2 hours 12.60 13.80 15.40 0.0794 0.0725 0.0649 Skimming (topcoat), Reveals and Columns 100-200mm wide m2 hours 7.70 8.30 9.80 0.1299 0.1205 0.1020 Skimming (topcoat), Reveals and Columns 200-300mm wide m2 hours 4.50 5.00 5.50 0.2222 0.2000 0.1818 Plaster Board to Ceilings m2 hours 3.20 4.50 5.50 0.3125 0.2222 0.1818 Plastering Ceilings, 1 Bonding, 1 Skimming m2 hours 1.10 1.70 2.40 0.9091 0.5882 0.4167 Plastering Ceilings, Topcoat Skimming m2 hours 2.70 3.20 5.40 0.3704 0.3125 0.1852
Plasterboard
Boarding to Plaster dabs m2 hours 3.60 4.00 5.50 0.2778 0.2500 0.1818 Boarding to Stud-work/Metal Lathes m2 hours 4.00 5.00 6.70 0.2500 0.2000 0.1493 Boarding 12mm nailed to studding m2 hours - 12.50 - - 0.0800 Boarding 19mm nailed to studding m2 hours - 16.50 - - 0.0606 Tape, Jointing and Sanding m hours - 10.00 - - 0.10
-Partitioning
Timber Studding m hours 5.90 6.20 6.80 0.1695 0.1613 0.1471 Metalwork System (MF) Studding m2 hours 1.60 2.00 2.50 0.6250 0.5000 0.4000 Tape, Joint Sand and Top Coat Plasterboard m2 hours 1.10 1.50 2.10 0.9091 0.6667 0.4762 Skimming to Plasterboards m2 hours 5.50 6.10 6.70 0.1818 0.1639 0.1493 5mm Hardboard Paneling, excluding studding time m2 hours - 3.20 3.60 - 0.3125 0.2778 100mm Pine Paneling, excluding studding time m2 hours 0.80 1.10 1.40 1.2500 0.9091 0.7143
Slow Average Fast Slow Average Fast Quality Hardwood Paneling, excluding studding time m2 hours 0.30 0.50 0.60 3.3333 2.0000 1.6667 Fix 50mm Rocksil Insulation to cavities m2 hours - 17.80 20.20 - 0.0562 0.0495 Fix Timber Studding and Paramount Partitions m2 hours 2.60 3.00 3.40 0.3846 0.3333 0.2941 Fix Timber Studding and Demountable Partitions m2 hours 0.80 1.10 1.60 1.2500 0.9091 0.6250 Fix Timber Studding and Hills Duraboard Partitions m2 hours 3.00 3.50 3.90 0.3333 0.2857 0.2564 Fix Timber Studding and Gyproc Laminated Partitions m2 hours 2.20 2.60 2.90 0.4545 0.3846 0.3448 Stud Partitions, Butt Jointed, nailed m hours 5.90 7.30 9.10 0.1695 0.1370 0.1099 Stud Partitions, Butt Jointed, screwed m hours 3.50 4.60 5.80 0.2857 0.2174 0.1724 Stud Partitions, T&G Jointed, nailed m hours 2.90 3.60 4.80 0.3448 0.2778 0.2083 Stud Partitions, T&G Jointed, screwed m hours 2.10 2.80 3.70 0.4762 0.3571 0.2703 Stud Partitions, Fix Sole Plates m hours - 11.10 - - 0.0901 Stud Partitions, Fix Noggins m hours - 16.60 - - 0.0602 Stud Partitions, Drill 25-40mm Holes no hours - 28.50 - - 0.0351 Fix Toilet Partition System, Separation panels no hours - 1.25 - - 0.80 Fix Toilet Partition System, Wall Front Panels no hours - 1.43 - - 0.70 Fix Toilet Partition System, Separation Front Panels no hours - 1.67 - - 0.60 Fix Toilet Partition System, End Front Panels no hours - 1.67 - - 0.60 Fix Toilet Partition System, Hang Door to Panel no hours - 2.50 - - 0.40 Fix Toilet Partition System, Hand Door plugged to wall no hours - 1.67 - - 0.60 Fix Toilet Partition System, Fix Head Rails no hours - 10.00 - - 0.10
-Painting
Prepare Walls m2 hours - 14.20 - - 0.0704 Prepare Doors m2 hours - 12.50 - - 0.0800 Prepare Door Frames m hours - 25.00 - - 0.0400 Burn Off / Heat Strip Paintwork m2 hours - 1.10 - - 0.9091 Internal Timber, 1 coat primer before fixing, generally m2 hours - 6.70 - - 0.1493 Internal Timber, 1 coat primer before fixing, timber lengths m hours - 20.00 - - 0.0500 Internal Timber, knot, 1 primer, stop, 1 undercoat, 1 gloss m2 hours - 1.70 2.10 - 0.5882 0.4762 Internal Timber, touchup primer, 1 undercoat, 1 coat gloss m2 hours - 3.10 3.80 - 0.3226 0.2632
Slow Average Fast Slow Average Fast Internal Timber, polyurethane varnish, 2 coats m2 hours - 3.30 - - 0.3030 Internal Timber, polyurethane varnish, 3 coats m2 hours - 2.20 - - 0.4545 Internal Timber, linseed oil to hardwood, 2 coats m2 hours - 3.60 - - 0.2778 External Timber, windows and frames m2 hours - 2.40 - - 0.4167 External Timber, knot, 1 primer, 2 undercoats, 1 coat gloss, m2 hours - 1.50 - - 0.6667 External Timber, touchup primer, 2 undercoats, 1 coat gloss, m2 hours - 2.00 - - 0.5000 External Timber, 2 coats wood preservative m2 hours - 4.00 - - 0.2500 External Timber, 3 coats polyurethane varnish m2 hours - 2.00 - - 0.5000 Internal Walls, 2 coats emulsion to plaster m2 hours - 8.00 - - 0.1250 Internal Walls, 2 coats emulsion to brick/blockwork m2 hours - 6.00 - - 0.1667 Internal Walls, 1 mist, 2 coats emulsion to plaster m2 hours - 6.00 - - 0.1667 Internal Walls, 1 mist, 2 coats emulsion to brick/blockwork m2 hours - 4.50 - - 0.2222 Internal Walls, 1 primer, 1 undercoat, 1 gloss to plaster m2 hours - 2.30 - - 0.4348 Internal Walls, undercoat to door frame m hours - 20.00 - - 0.0500 Internal Walls, gloss to door frame m hours - 16.50 - - 0.0606 Internal Walls, undercoat to door m2 hours - 7.10 - - 0.1408 Internal Walls, gloss to door m2 hours - 6.20 - - 0.1613 External Walls, 2 coats sandtex to render/concrete m2 hours - 2.50 - - 0.4000 External Walls, 2 coats sandtex to brick/blockwork m2 hours - 2.00 - - 0.5000 External Walls, 1 sealer, 2 emulsion to render/concrete m2 hours - 2.00 - - 0.5000 External Walls, 1 sealer, 2 emulsion to brick/blockwork m2 hours - 1.70 - - 0.5882 Floors, epoxy paint m2 hours - 2.90 - - 0.3448 Ceilings, emulsion paint, 2 coats m2 hours - 6.10 - - 0.1639 Ceilings, emulsion paint, 3 coats m2 hours - 5.00 - - 0.2000 Ceilings, textured paint m2 hours - 4.20 - - 0.2381 Ceilings, artex finish m2 hours - 4.10 - - 0.2439 Internal Steelwork, 1 primer, 1 undercoat, 1 gloss m2 hours 1.30 2.40 - 0.7692 0.4167 External Steelwork, 1 primer, 2 undercoats, 1 gloss m2 hours 0.90 1.70 - 1.1111 0.5882 Guttering Steelwork, 1 coat primer, 2 undercoats, 1 gloss m hours - 2.50 - - 0.4000
-Slow Average Fast Slow Average Fast
NATM Tunnels
Standard Advance Method, used on tunnels with max diameter m - 7.00 - - - Half Face Advance Method, used on tunnels with max diameter m - 10.00 - - - Double side Drift Advance Method, used on tunnels with diameter over m - 10.00 - - - Double side Drift Advance Method, used on tunnels with diameter over m - 10.00 - - - Excavation, London Clay, internal diameter under 7.0m m days 2.50 2.90 3.20 0.4000 0.3448 0.3125 Excavation, London Clay, internal diameter 7.0-10.0m m days 1.50 2.00 2.50 0.6667 0.5000 0.4000 Excavation, London Clay, internal diameter over 10.0m m days 1.00 1.30 1.5 1.0000 0.7692 Excavation, Woolwich/Reading Beds, internal diameter 2.0-7.0m m days 1.50 1.80 2.0 0.6667 0.5556 Excavation, Woolwich/Reading Beds, internal diameter 7.0-10.0m m days - 1.50 - - 0.6667 Excavation, Woolwich/Reading Beds, internal diameter over 10.0m m days - 1.00 1.5 - 1.0000 Excavation, London Clay, Inclined Tunnels, diameter 2.0-7.0m m days 1.50 2.00 3.2 0.6667 0.5000 Excavation, London Clay, Inclined Tunnels, diameter 7.0-10.0m m days 0.50 1.00 2.2 2.0000 1.0000 Excavation, London Clay, Vertical Shafts, diameter 2.0-9.0m m days 1.00 1.50 2.2 1.0000 0.6667 Excavation, London Clay, Vertical Shafts, diameter 9.0-15.0m m days 0.50 1.00 2.6 2.0000 1.0000 Excavation, London Clay, Circulation Halls m of circumf days 0.80 1.00 1.2 1.2500 1.0000 Excavation, London Clay, Junction Excavation m days - 0.20 - - 5.0000 Mucking Capacity, 1 access with 2 crews m3 days 190.00 225.00 279.0 0.0053 0.0044 Mucking Capacity, 1 access with 4 crews m3 days 255.00 300.00 366.0 0.0039 0.0033 Mucking Capacity, 2 access with 4 crews m3 days 382.00 450.00 549.0 0.0026 0.0022 Sprayed Secondary Lining, Tunnels, diameter under 6.5m m days 2.10 2.50 2.8 0.4762 0.4000 Sprayed Secondary Lining, Tunnels, diameter over 6.5m m days 1.50 2.00 2.4 0.6667 0.5000 Sprayed Secondary Lining, Inclined Tunnels, diameter under 6.5m m days 1.50 2.00 2.3 0.6667 0.5000 Sprayed Secondary Lining, Inclined Tunnels, diameter over 6.5m m days 1.00 1.50 1.9 1.0000 0.6667 Sprayed Secondary Lining, Vertical Shafts, diameter under 6.5m m days 1.80 2.00 2.5 0.5556 0.5000 Sprayed Secondary Lining, Vertical Shafts, diameter over 6.5m m days 2.20 2.50 3.1 0.4545 0.4000 Sprayed Secondary Lining, Circulation Halls, diameter under 11.0m m days - 2.00 2.3 - 0.5000 Sprayed Secondary Lining, Intermediate Landing Tunnels with columns m days 1.70 2.00 2.1 0.5882 0.5000 Sprayed Secondary Lining, Intermediate Landing Tunnels without columns m days 1.60 2.10 2.3 0.6250 0.4762 Sprayed Secondary Lining, Tunnel Junctions m days - 0.20 0.3 - 5.0000 Insitu Permanent Lining, 12m bays, 350-400mm reinforced with PCV backing m days - 8.40 12.0 - 0.1190
-Slow Average Fast Slow Average Fast Insitu Permanent Lining, extra over excavate/lining time to allow for permanent lining % - 25.00 - - - Excavate and Line Cycle Time , Running Tunnels m days 3.20 4.00 4.9 0.3125 0.2500 Excavate and Line Cycle Time, Station Access Adits m days 3.30 3.90 4.2 0.3030 0.2564 Excavate and Line Cycle Time, Concourse Tunnels m days 2.20 2.50 2.7 0.4545 0.4000 Excavate and Line Cycle Time, Escalator Tunnels m days 1.20 1.50 1.7 0.8333 0.6667
-Metal Decking
Metal Decking, large areas m2 days - 70.00 - - 0.0143 Metal Decking, small or complicated m2 days - 28.00 - - 0.0357 Titanium Sheeted Roofs m2 days - 9.50 - - 0.1053 Copper Roofs, flat work m2 days - 3.00 - - 0.3333 Copper Roofs, sloping work m2 days - 2.70 - - 0.3704 Zinc Roofs, flat work m2 days - 2.40 - - 0.4167 Zinc Roofs, sloping work m2 days - 2.10 - - 0.4762 Aluminium Roofs, flat work m2 days - 2.80 - - 0.3571 Aluminium Roofs, sloping work m2 days - 1.90 - - 0.5263 Lead Roofs, flat work m2 days - 2.50 - - 0.4000 Lead Roofs, sloping work m2 days - 2.10 - - 0.4762 Lead Roofs, dormer cheeks m2 days - 1.30 - - 0.7692 Lead Roofs, flat gutters m days - 88.00 - - 0.0114 Lead Roofs, flat copings m days - 76.00 - - 0.0132 Lead Roofs, stepped gutters m days - 3.50 - - 0.2857 Lead Roofs, shaped copings m days - 3.30 - - 0.3030 Lead Roofs, cover step flashings m days - 3.20 - - 0.3125 Lead Roofs, rooflight flashings no days - 0.80 - - 1.2500 Lead Roofs, domed roof coverings m2 days - 0.70 - - 1.4286
Slow Average Fast Slow Average Fast Concrete Pre-Cast Manhole Units, 610 x 455 x 51 mm no hours - 0.8333 - - 1.20 Concrete Pre-Cast Manhole Units, 990 x 610 x 64 mm no hours - 0.6250 - - 1.60 Brickwork Manhole, 1.0 brick engineering m2 hours - 0.30 - - 3.3333 Brickwork Manhole, 1.5 brick engineering m2 hours - 0.20 - - 5.0000 Brickwork Manhole, 2.0 brick engineering m2 hours - 0.20 - - 5.0000 Benching to Manhole, under 0.5m2 no hours - 1.1111 - - 0.90 Benching to Manhole, 0.5-0.75m2 no hours - 0.8333 - - 1.20 Benching to Manhole, 0.75-1.0m2 no hours - 0.5556 - - 1.80 Brickwork Manhole, build in pipes, under 150mm dia no hours - 10.0000 - - 0.10 Brickwork Manhole, build in pipes, 150-225mm dia no hours - 5.0000 - - 0.20 Brickwork Manhole, build in pipes, over 225mm dia no hours - 3.3333 - - 0.30 Brickwork Manhole, build in cast iron covers no hours 3.33 1.6667 0.83 0.30 0.60 1.20 Yard Gulleys, 75-150mm dia pipes, bed and level no hours - 2.20 - - 0.4545 Yard Gulleys, 150-225mm dia pipes, bed and level no hours - 1.80 - - 0.5556 Yard Gulleys, 225-300mm dia pipes, bed and level no hours - 1.50 - - 0.6667 Road Gulleys, 600mm deep, bed and level no hours - 1.20 - - 0.8333 Road Gulleys, 750mm deep, bed and level no hours - 0.80 - - 1.2500 Road Gulleys, 900mm deep, bed and level no hours - 0.40 - - 2.5000 Road Gulleys, 1,200mm deep, bed and level no hours - 0.30 - - 3.3333 Road Gulleys, install gratings no hours - 5.00 - - 0.2000 PVC Manhole no minutes - 0.0667 - - 15.00
-Lift Installation
Hydraulic Lift, Install 2 to 3 storeys floor weeks - 0.3333 - - 3.00 Hydraulic Lift, Install 4 storeys and above floor weeks - 0.5000 - - 2.00 Hydraulic Lift, Testing allow 2 wks plus floor days - 1.0000 - - 1.00 Standard Lift, Manufacture, test and deliver weeks - - - - 12.00 Non-Standard Lift, Manufacture, test and deliver weeks - - - 75.00 65.00 52.00
Slow Average Fast Slow Average Fast
Landscaping
Top Soil, spread, level and prepare for turf or seeding m2 hours - 2.50 - - 0.4000 Top Soil, rake in fertilizer for seeding m2 hours - 25.00 - - 0.0400 Planting, Shrubs and Hedges, under 750mm high no hours - 4.00 - - 0.2500 Planting, Shrubs and Hedges, over 750mm high no hours - 1.50 - - 0.6667 Planting, Saplings, under 3.0m high no hours - 1.70 - - 0.5882 Turfing, including for minor preparations m2 hours - 16.80 - - 0.0595
-Land Drains
Land Drains, Concrete, butt jointed, under 150mm dia, 0-5m run m hours - 11.60 - - 0.0862 Land Drains, Concrete, butt jointed, under 150mm dia, 5-30m run m hours - 14.10 - - 0.0709 Land Drains, Concrete, butt jointed, under 150mm dia, over 30m run m hours - 18.80 - - 0.0532 Land Drains, Concrete, butt jointed, 150-225mm dia, 0-5m run m hours - 8.40 - - 0.1190 Land Drains, Concrete, butt jointed, 150-225mm dia, 5-30m run m hours - 10.20 - - 0.0980 Land Drains, Concrete, butt jointed, 150-225mm dia, over 30m run m hours - 11.90 - - 0.0840 Land Drains, Concrete, butt jointed, 225-300mm dia, 0-5m run m hours - 5.40 - - 0.1852 Land Drains, Concrete, butt jointed, 225-300mm dia, 5-30m run m hours - 6.50 - - 0.1538 Land Drains, Concrete, butt jointed, 225-300mm dia, over 30m run m hours - 7.90 - - 0.1266
-Kerbs & Paving
Concrete Slabs, laid on bedding, to slight falls m2 hours 2.70 - 4.20 0.3704 - 0.2381 Concrete Slabs, laid on bedding, to steep falls m2 hours 2.30 - 2.70 0.4348 - 0.3704 Concrete Slabs, laid in mortar, to slight falls m2 hours 1.50 - 2.30 0.6667 - 0.4348 Concrete Slabs, laid in mortar, to steep falls m2 hours 1.10 - 1.50 0.9091 - 0.6667 Concrete Slabs, laid on sand, to slight falls m2 hours 1.70 - 2.80 0.5882 - 0.3571 Concrete Slabs, laid on sand, to steep falls m2 hours 1.60 - 1.90 0.6250 - 0.5263 Cobble Stones, laid in mortar, no patterns m2 hours - 0.30 - - 3.3333
-Slow Average Fast Slow Average Fast Cobble Stones, laid in mortar, with patterns m2 hours - 0.20 - - 5.0000 Artificial Stone, laid on sand, with patterns m2 hours - 2.50 - - 0.4000 Brick Paviors, in mortar, straight joints m2 hours 0.90 1.30 1.90 1.1111 0.7692 0.5263 Brick Paviors, in mortar, herringbone pattern m2 hours - 1.00 1.20 - 1.0000 0.8333 Gravel Paths, including preparation of sub-base m2 hours - 10.50 - - 0.0952 Concrete Paths, 100mm thick, including preparation of sub-base m2 hours - 2.50 - - 0.4000 Concrete Kerbs or Channels, laid straight m hours - 6.20 - - 0.1613 Concrete Kerbs or Channels, laid to 5m radius m hours - 4.50 - - 0.2222 Concrete Kerbs or Channels, laid to 10m radius m hours - 5.00 - - 0.2000 Concrete Kerbs or Channels, laid to 20m radius m hours - 5.50 - - 0.1818 Stone/Granite Kerbs or Channels, laid straight m hours - 3.50 - - 0.2857 Concrete Edging, laid straight m hours - 7.70 - - 0.1299 Concrete Edging, laid to 5m radius m hours - 5.80 - - 0.1724 Concrete Edging, laid to 10m radius m hours - 6.20 - - 0.1613 Concrete Edging, laid to 20m radius m hours - 7.10 - - 0.1408 Cutting and Fitting Ends, Concrete Kerbs no hours - 6.60 - - 0.1515 Cutting and Fitting Ends, Channels no hours - 5.80 - - 0.1724 Cutting and Fitting Ends, Concrete Edging no hours - 8.30 - - 0.1205
-Ground Compaction
Deep Vibroflot, 3m centres m3 hours 330.00 380.00 465.00 0.0030 0.0026 0.0022 Vibro-Roller, Sand m2 hours 28.50 31.20 45.20 0.0351 0.0321 0.0221 Vibro-Roller, Soil m2 hours - 58.80 - - 0.0170 Vibro-Roller, Clay m2 hours - 55.60 - - 0.0180 Vibro-Roller, Hardcore m2 hours - 38.40 - - 0.0260 Vibro-Roller, Ash m2 hours - 57.80 - - 0.0173
Slow Average Fast Slow Average Fast Pilecaps, < 0.7m2 m2 hours 0.90 1.60 2.00 1.1111 0.6250 0.5000 Pilecaps, 0.7-2.5m2 m2 hours 1.60 2.00 2.30 0.6250 0.5000 0.4348 Pilecaps, 2.5-3.0m2 m2 hours 2.00 2.30 2.50 0.5000 0.4348 0.4000 Pilecaps, > 3.0m2 m2 hours 2.30 2.50 3.10 0.4348 0.4000 0.3226 Ground Beams, < 0.7m2 m2 hours 1.10 1.70 1.80 0.9091 0.5882 0.5556 Ground Beams, 0.7-1.5m2 m2 hours 1.70 1.80 2.50 0.5882 0.5556 0.4000 Ground Beams, 1.5-3.0m2 m2 hours 1.80 2.50 2.60 0.5556 0.4000 0.3846 Ground Beams, 3.0-5.0m2 m2 hours 2.50 2.60 3.50 0.4000 0.3846 0.2857 Elevated Plain Slab Soffit m2 hours 0.60 0.80 1.20 1.6667 1.2500 0.8333 Beams, on erected falsework, width 100-200mm m2 hours 0.90 1.00 1.10 1.1111 1.0000 0.9091 Beams, on erected falsework, width 200-300mm m2 hours 1.00 1.10 1.30 1.0000 0.9091 0.7692 Beams, on erected falsework, width 300-500mm m2 hours 1.20 1.30 1.50 0.8333 0.7692 0.6667 Beams, on erected falsework, width 500-750mm m2 hours 1.50 1.60 1.80 0.6667 0.6250 0.5556 Beams, on erected falsework, width over 750mm m2 hours 1.40 1.50 1.70 0.7143 0.6667 0.5882 Walls, Construct Kickers m2 hours 5.30 7.10 10.00 0.1887 0.1408 0.1000 Walls, Fully Framed Formwork/Struts, 1.0-2.0m2 m2 hours 0.90 1.80 1.90 1.1111 0.5556 0.5263 Walls, Fully Framed Formwork/Struts, 2.0-5.0m2 m2 hours 1.00 2.20 2.50 1.0000 0.4545 0.4000 Walls, Fully Framed Formwork/Struts, over 5.0m2 m2 hours 1.20 2.50 2.90 0.8333 0.4000 0.3448 Walls, StoriForm Shutters, 1.0-3.0m2 m2 hours 1.00 1.40 2.00 1.0000 0.7143 0.5000 Walls, StoriForm Shutters, 3.0-5.0m2 m2 hours 1.90 2.30 3.30 0.5263 0.4348 0.3030 Walls, StoriForm Shutters, 5.0-10.0m2 m2 hours 2.30 2.80 3.50 0.4348 0.3571 0.2857 Walls, StoriForm Shutters, 10.0-15.0m2 m2 hours 3.20 4.50 4.00 0.3125 0.2222 0.2500 Walls, StoriForm Shutters, over 15.0m2 m2 hours 3.80 4.80 5.40 0.2632 0.2083 0.1852 Ground Slabs m2 hours 1.00 1.50 1.80 1.0000 0.6667 0.5556 Columns, Construct Kickers, direct to slab no hours 3.20 4.10 5.40 0.3125 0.2439 0.1852 Columns, Construct Kickers, suspended from soffit slab no hours 1.20 2.80 3.20 0.8333 0.3571 0.3125 Columns, Square Sides, Timber Clamp/Prop, csa < 0.1m2 m2 hours 1.30 1.60 1.80 0.7692 0.6250 0.5556 Columns, Square Sides, Timber Clamp/Prop, csa 0.1-0.4m2 m2 hours 1.80 2.10 2.40 0.5556 0.4762 0.4167 Columns, Square Sides, Timber Clamp/Prop, csa over 0.4m2 m2 hours 2.00 2.30 2.50 0.5000 0.4348 0.4000 Columns, Square Sides, Steel Forms, 1.5 x 1.5 x 9.0m high m2 hours 7.90 9.50 10.30 0.1266 0.1053 0.0971 Columns, Square Sides, Steel Forms, 2.0 x 2.0 x 9.0m high m2 hours 6.90 7.50 8.30 0.1449 0.1333 0.1205 Columns, Square Sides, Steel Forms, 2.0 x 4.0 x 9.0m high m2 hours 8.50 10.20 12.00 0.1176 0.0980 0.0833
Slow Average Fast Slow Average Fast Columns, Round Sides, Sacrificial Plastic Mould, 3.0-4.0m dia m2 hours 3.50 4.50 6.00 0.2857 0.2222 0.1667 Columns, Round Sides, Steel Mould, 3.0-4.0m dia m2 hours 5.20 6.50 7.50 0.1923 0.1538 0.1333 Columns, Sloping Column Heads, extra over rate no hours - 0.40 0.29 - 2.50 3.50 Staircases, Stair Soffit, Sloping m2 hours 0.70 0.80 1.00 1.4286 1.2500 1.0000 Staircases, Stair Soffit, Flat Landing m2 hours 0.80 0.90 1.20 1.2500 1.1111 0.8333 Staircases, Wall Strings m2 hours 0.40 0.60 - 2.5000 1.6667 Staircases, Open Strings m2 hours 0.70 0.80 - 1.4286 1.2500 Staircases, Riser Boards fixed to strings m2 hours - 2.50 2.80 - 0.4000 0.3571 Staircases, Risers fixed to Strings m2 hours - 2.30 2.60 - 0.4348 0.3846 Waffle Flooring, 2.4m grid m2 hours 1.10 1.40 1.80 0.9091 0.7143 0.5556 Shaft Slip Forming mm hours - 300.00 500.00 - 0.0033 0.0020 Table Form, Aluminum System, 400m2 bays m2 hours 2.10 3.20 3.80 0.4762 0.3125 0.2632 Table Form, H-Frame Steel Falsework, 400m2 bays m2 hours 1.90 3.00 3.50 0.5263 0.3333 0.2857 Tunnel Forms, Wall and Slab poured as one m2 hours - 15.60 17.50 - 0.0641 0.0571 Hollorib Decking, lay deck m2 hours - 43.50 47.50 - 0.0230 0.0211 Hollorib Decking, shear connecting studs m2 hours - 29.30 31.20 - 0.0341 0.0321 Stop Ends, no perforations m2 hours 2.80 3.50 4.20 0.3571 0.2857 0.2381 Stop Ends, minor perforations m2 hours 1.20 1.50 1.90 0.8333 0.6667 0.5263 Stop Ends, dense perforations m2 hours 0.90 1.10 1.40 1.1111 0.9091 0.7143 Box Outs, 0.01-0.05m2 no hours 7.60 8.20 9.10 0.1316 0.1220 0.1099 Box Outs, over 0.05m2 no hours 3.10 3.90 4.50 0.3226 0.2564 0.2222 Dummy Frames, under 3.0m2 no hours 4.50 6.20 7.10 0.2222 0.1613 0.1408 Dummy Frames, over 3.0m2 no hours 3.10 3.70 4.50 0.3226 0.2703 0.2222
Floor Finishes
Granolithic Flooring m2 hours - 3.10 - - 0.3226 Terrazzo Flooring, in-situ m2 hours - 3.60 - - 0.2778 Terrazzo Flooring, pre-cast m2 hours - 4.60 5.10 - 0.2174 0.1961 Mosaic Tiling, 0.045x0.045m m2 hours - 1.50 2.20 - 0.6667 0.4545 Clay, quarry Tiles, small areas, much cutting m2 hours - 0.80 1.10 - 1.2500 0.9091
Slow Average Fast Slow Average Fast Clay, quarry Tiles, large areas, little cutting m2 hours - 2.20 2.80 - 0.4545 0.3571 Raised Floor System m2 hours - 2.60 - - 0.3846 Linolium/Thermo-Plastic Flooring m2 hours - 3.10 5.00 - 0.3226 0.2000 Thermo-Plastic Floor Tiles m2 hours - 3.30 5.60 - 0.3030 0.1786 Wood Block Flooring, lay blocks m2 hours - 1.50 2.10 - 0.6667 0.4762 Wood Block Flooring, sand and polish m2 hours - 3.10 - - 0.3226 Carpeting, Underlay & Gripper m2 hours - 5.60 6.10 - 0.1786 0.1639 Carpeting, Adhesive Fixing m2 hours - 3.50 4.20 - 0.2857 0.2381 Carpeting, Fully Fitted m2 hours - 2.00 2.80 - 0.5000 0.3571 Hardboard Sheeting Coverings, small areas m2 hours - 3.70 4.10 - 0.2703 0.2439 Hardboard Sheeting Coverings, large areas m2 hours - 6.60 7.20 - 0.1515 0.1389 Floor Sheeting Coverings, Lay Lino m2 hours - 9.50 10.50 - 0.1053 0.0952
Flat and Layered Roofs
Asphalt Roof in layers m2 days - 45.00 - - 0.0222 Asbestos Sheets in layers m2 days - 39.00 - - 0.0256 Felt Roofs, large areas m2 days - 52.00 - - 0.0192 Felt Roofs, small or complicated m2 days - 35.00 - - 0.0286 Felt Roofs, Gravel roof chippings Tons days - 1.40 - - 0.7143
-Fencing Works
Site Hoarding, timber posts, plywood nailed to horizontal rails m hours 1.00 1.20 - 1.0000 0.8333 Post Erection, Timber / Metal, dig, erect, fix no hours 3.30 4.50 - 0.3030 0.2222 Post Erection, Concrete, dig, erect, fix no hours 3.20 4.00 - 0.3125 0.2500 Fence Erection, Chainlink, posts at 1.5m m hours - 4.20 - - 0.2381 Fence Erection, Chainlink, posts at 2.0m m hours - 4.40 - - 0.2273 Fence Erection, Chainlink, posts at 3.0m m hours - 5.50 - - 0.1818 Fence Erection, Chestnut Pailings, posts at 1.5m m hours - 23.80 - - 0.0420
-Slow Average Fast Slow Average Fast Fence Erection, Chestnut Pailings, posts at 2.0m m hours - 33.30 - - 0.0300 Fence Erection, Chestnut Pailings, posts at 3.0m m hours - 41.60 - - 0.0240 Fence Erection, Barbed Wire, posts at 1.5m m hours - 71.40 - - 0.0140 Fence Erection, Barbed Wire, posts at 2.0m m hours - 100.00 - - 0.0100 Fence Erection, Barbed Wire, posts at 3.0m m hours - 125.00 - - 0.0080 Gate Erection, Chainlink on frame no hours - 4.10 - - 0.2439
-Escalators
Truss type, Overall Installation (excl arch finishes) wks - - - 14.00 12.00 11.00 Truss type, Manufacture, test and deliver wks - - - - 60.00 48.00 Truss type, Phase A assemble truss , position/level wks - - - - 1.00 - Truss type, Stop-Work for surrounding finishes wks - - - 8.00 6.00 4.00 Truss type, Phase B decking and glazing etc wks - - - - 5.00 - Truss type, Phase C performance testing wks - - - - 2.00 - Truss type, Phase D full load testing wks - - - - 2.00 - Truss type, Phase E final test and inspection wks - - - - 2.00 -
Electrical System
Railway Station 1st Fix wks - - - - 38.0 Railway Station 2nd Fix wks - - - - 16.0 Railway Station T&C wks - - - - 8.0 Cable Installation, 1 cable laid in trench and protect m hours - 6.20 - - 0.1613 Cable Installation, 2 cable laid in trench and protect m hours - 5.60 - - 0.1786 Cable Installation, 5 cable laid in trench and protect m hours - 4.30 - - 0.2326 Cable Installation, 7 cable laid in trench and protect m hours - 3.70 - - 0.2703 Cable Installation, 8 cable laid in trench and protect m hours - 3.50 - - 0.2857 Cable Installation, 2 cable laid in trench and protect, 100mm dia m hours - 1.80 - - 0.5556 Cable Installation, 2 cable laid in trench and protect, 135mm dia m hours - 1.60 - - 0.6250
-Slow Average Fast Slow Average Fast Cable Installation, 3 cable laid in trench and protect, 100mm dia m hours - 1.00 1.50 - 1.0000 0.6667 Cable Installation, 6 cable laid in trench and protect, 100mm dia m hours - 0.70 1.20 - 1.4286 0.8333 Cable Installation, 4 cable laid in trench and protect, 150mm dia m hours 0.70 1.20 3.10 1.4286 0.8333 0.3226 Cable Installation, 36 cable laid in trench and protect, 100mm dia m hours - 0.20 - - 5.0000 Cable Installation, 10 cable laid in trench and protect, 100mm dia m hours - 0.50 - - 2.0000 Cable Installation, 1 cable laid in trench and protect, 300mm dia m hours - 1.30 - - 0.7692
-Drainage
PVC Drainage, 1m pipes, 100-150mm dia, 0-5m run m hours - 5.70 - - 0.1754 PVC Drainage, 1m pipes, 100-150mm dia, 5-30m run m hours - 8.10 - - 0.1235 PVC Drainage, 1m pipes, 100-150mm dia, over 30m run m hours - 9.50 - - 0.1053 PVC Drainage, 3m pipes, 100-150mm dia, 0-5m run m hours - 12.20 - - 0.0820 PVC Drainage, 3m pipes, 100-150mm dia, 5-30m run m hours - 15.20 - - 0.0658 PVC Drainage, 3m pipes, 100-150mm dia, over 30m run m hours - 18.20 - - 0.0549 PVC Drainage, 6m pipes, 100-150mm dia, 0-5m run m hours - 22.20 - - 0.0450 PVC Drainage, 6m pipes, 100-150mm dia, 5-30m run m hours - 27.70 - - 0.0361 PVC Drainage, 6m pipes, 100-150mm dia, over 30m run m hours - 33.30 - - 0.0300 PVC Drainage, 3m pipes, 150-200mm dia, 5-30m run m hours - 10.60 - - 0.0943 PVC Drainage, 3m pipes, 150-200mm dia, over 30m run m hours - 12.80 - - 0.0781 PVC Drainage, 6m pipes, 150-200mm dia, 5-30m run m hours - 21.20 - - 0.0472 PVC Drainage, 6m pipes, 150-200mm dia, over 30m run m hours - 25.60 - - 0.0391 Stoneware Drainage, Cement/Sand Joints, 75mm dia, 0-5m run m hours - 4.70 - - 0.2128 Stoneware Drainage, Cement/Sand Joints, 75mm dia, 5-30m run m hours - 5.50 - - 0.1818 Stoneware Drainage, Cement/Sand Joints, 75mm dia, over 30m run m hours - 6.60 - - 0.1515 Stoneware Drainage, Cement/Sand Joints, 100mm dia, 0-5m run m hours - 4.40 - - 0.2273 Stoneware Drainage, Cement/Sand Joints, 100mm dia, 5-30m run m hours - 5.00 - - 0.2000 Stoneware Drainage, Cement/Sand Joints, 100mm dia, over 30m run m hours - 6.20 - - 0.1613 Stoneware Drainage, Cement/Sand Joints, 150mm dia, 0-5m run m hours - 3.20 - - 0.3125 Stoneware Drainage, Cement/Sand Joints, 150mm dia, 5-30m run m hours - 3.80 - - 0.2632 Stoneware Drainage, Cement/Sand Joints, 150mm dia, over 30m run m hours - 4.50 - - 0.2222
