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Production Rates

The document provides production rate data for various construction and excavation tasks including rates for excavating spoil heaps with different bucket and material types, loading spoil onto barges, road surfacing with concrete, producing and spreading basecourse, erecting working platforms, applying waterproofing, and wallpapering. Rates are given for slow, average, and fast production speeds in both units of quantity per time and time per quantity.

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Levra Ogusad
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468 views90 pages

Production Rates

The document provides production rate data for various construction and excavation tasks including rates for excavating spoil heaps with different bucket and material types, loading spoil onto barges, road surfacing with concrete, producing and spreading basecourse, erecting working platforms, applying waterproofing, and wallpapering. Rates are given for slow, average, and fast production speeds in both units of quantity per time and time per quantity.

Uploaded by

Levra Ogusad
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Fix Wallpaper and lining paper m2 hours - 5.00 - - 0.2000 -

Fix Vinyl and Washable paper m2 hours - 4.20 - - 0.2381 -

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Steel Strutting

Horizontal heavy duty strutting no days - 0.5000 - - 2.00 -

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 - - -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

Beams/Columns, steelfixing, 10mm tonne hours 0.0339 0.0352 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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

Browning (undercoat), Internal Walls under 2.5m high m2 hours 2.20 2.80 3.10 0.4545 0.3571 0.3226

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Insitu Permanent Lining, 12m bays, 350-400mm reinforced with PCV backingm days - 8.40 12.0 - 0.1190 -

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Manholes and Gulleys

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 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

Formwork

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, 0-5m run m hours - 2.10 - - 0.4762 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, 5-30m run m hours - 2.60 - - 0.3846 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, over 30m run m hours - 3.10 - - 0.3226 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, 0-5m run m hours - 1.40 - - 0.7143 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, 5-30m run m hours - 1.70 - - 0.5882 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, over 30m run m hours - 2.40 - - 0.4167 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, 0-5m run m hours - 1.10 - - 0.9091 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, 5-30m run m hours - 1.30 - - 0.7692 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, over 30m run m hours - 1.60 - - 0.6250 -

Stoneware Drainage, Flexible Joints, 75mm dia, 0-5m run m hours - 8.30 - - 0.1205 -

Stoneware Drainage, Flexible Joints, 75mm dia, 5-30m run m hours - 10.00 - - 0.1000 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Stoneware Drainage, Flexible Joints, 75mm dia, over 30m run m hours - 12.50 - - 0.0800 -

Stoneware Drainage, Flexible Joints, 100mm dia, 0-5m run m hours - 7.70 - - 0.1299 -

Stoneware Drainage, Flexible Joints, 100mm dia, 5-30m run m hours - 9.10 - - 0.1099 -

Stoneware Drainage, Flexible Joints, 100mm dia, over 30m run m hours - 10.00 - - 0.1000 -

Stoneware Drainage, Flexible Joints, 150mm dia, 0-5m run m hours - 5.20 - - 0.1923 -

Stoneware Drainage, Flexible Joints, 150mm dia, 5-30m run m hours - 6.20 - - 0.1613 -

Stoneware Drainage, Flexible Joints, 150mm dia, over 30m run m hours - 7.70 - - 0.1299 -

Stoneware Drainage, Flexible Joints, 225mm dia, 0-5m run m hours - 2.70 - - 0.3704 -

Stoneware Drainage, Flexible Joints, 225mm dia, 5-30m run m hours - 3.30 - - 0.3030 -

Stoneware Drainage, Flexible Joints, 225mm dia, over 30m run m hours - 4.00 - - 0.2500 -

Stoneware Drainage, Flexible Joints, 300mm dia, 0-5m run m hours - 1.70 - - 0.5882 -

Stoneware Drainage, Flexible Joints, 300mm dia, 5-30m run m hours - 2.10 - - 0.4762 -

Stoneware Drainage, Flexible Joints, 300mm dia, over 30m run m hours - 2.50 - - 0.4000 -

Stoneware Drainage, Flexible Joints, over 375mm dia, 0-5m run m hours - 1.40 - - 0.7143 -

Stoneware Drainage, Flexible Joints, over 375mm dia, 5-30m run m hours - 1.60 - - 0.6250 -

Stoneware Drainage, Flexible Joints, over 375mm dia, over 30m run m hours - 2.10 - - 0.4762 -

PVC, Stoneware, Pitch Fibre & Concrete Joints no minutes - 0.4167 - - 2.40 -

Pitch Fibre Pipes, 75mm dia, 0-5m run m hours - 9.10 - - 0.1099 -

Pitch Fibre Pipes, 75mm dia, 5-30m run m hours - 16.60 - - 0.0602 -

Pitch Fibre Pipes, 75mm dia, over 30m run m hours - 20.00 - - 0.0500 -

Pitch Fibre Pipes, 100mm dia, 0-5m run m hours - 9.10 - - 0.1099 -

Pitch Fibre Pipes, 100mm dia, 5-30m run m hours - 16.60 - - 0.0602 -

Pitch Fibre Pipes, 100mm dia, over 30m run m hours - 20.00 - - 0.0500 -

Pitch Fibre Pipes, 150mm dia, 0-5m run m hours - 6.60 - - 0.1515 -

Pitch Fibre Pipes, 150mm dia, 5-30m run m hours - 12.50 - - 0.0800 -

Pitch Fibre Pipes, 150mm dia, over 30m run m hours - 14.30 - - 0.0699 -

Pitch Fibre Pipes, 200mm dia, 0-5m run m hours - 6.20 - - 0.1613 -

Pitch Fibre Pipes, 200mm dia, 5-30m run m hours - 11.10 - - 0.0901 -

Pitch Fibre Pipes, 200mm dia, over 30m run m hours - 12.50 - - 0.0800 -

Pitch Fibre Pipes, 225mm dia, 0-5m run m hours - 5.80 - - 0.1724 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Pitch Fibre Pipes, 225mm dia, 5-30m run m hours - 10.00 - - 0.1000 -

Pitch Fibre Pipes, 225mm dia, over 30m run m hours - 12.10 - - 0.0826 -

Hepsleve Rubber Joint System, 75mm dia, 0-5m run m hours - 12.50 - - 0.0800 -

Hepsleve Rubber Joint System, 75mm dia, 5-30m run m hours - 14.30 - - 0.0699 -

Hepsleve Rubber Joint System, 75mm dia, over 30m run m hours 11.20 16.60 30.10 0.0893 0.0602 0.0332

Hepsleve Rubber Joint System, 100mm dia, 0-5m run m hours - 10.00 - - 0.1000 -

Hepsleve Rubber Joint System, 100mm dia, 5-30m run m hours - 12.50 - - 0.0800 -

Hepsleve Rubber Joint System, 100mm dia, over 30m run m hours - 14.30 - - 0.0699 -

Hepsleve Rubber Joint System, 150mm dia, 0-5m run m hours - 7.10 - - 0.1408 -

Hepsleve Rubber Joint System, 150mm dia, 5-30m run m hours - 9.10 - - 0.1099 -

Hepsleve Rubber Joint System, 150mm dia, over 30m run m hours 8.30 10.00 13.80 0.1205 0.1000 0.0725

Hepsleve Rubber Joint System, 225mm dia, 0-5m run m hours - 6.80 - - 0.1471 -

Hepsleve Rubber Joint System, 225mm dia, 5-30m run m hours - 4.50 - - 0.2222 -

Hepsleve Rubber Joint System, 225mm dia, over 30m run m hours - 5.50 - - 0.1818 -

Hepsleve Rubber Joint System, 300mm dia, 0-5m run m hours - 2.50 - - 0.4000 -

Hepsleve Rubber Joint System, 300mm dia, 5-30m run m hours - 2.90 - - 0.3448 -

Hepsleve Rubber Joint System, 300mm dia, over 30m run m hours - 3.70 - - 0.2703 -

Hepsleve Rubber Joint System, over 375mm dia, 0-5m run m hours - 1.90 - - 0.5263 -

Hepsleve Rubber Joint System, over 375mm dia, 5-30m run m hours - 2.30 - - 0.4348 -

Hepsleve Rubber Joint System, over 375mm dia, over 30m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 375mm dia, 0-5m run m hours - 2.80 - - 0.3571 -

Concrete Pipes, 1.5m pipes, 375mm dia, 5-30m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 1.5m pipes, 375mm dia, over 30m run m hours - 3.80 - - 0.2632 -

Concrete Pipes, 1.5m pipes, 450mm dia, 0-5m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 450mm dia, 5-30m run m hours - 3.20 - - 0.3125 -

Concrete Pipes, 1.5m pipes, 450mm dia, over 30m run m hours - 3.60 - - 0.2778 -

Concrete Pipes, 1.5m pipes, 525mm dia, 0-5m run m hours - 2.50 - - 0.4000 -

Concrete Pipes, 1.5m pipes, 525mm dia, 5-30m run m hours - 2.90 - - 0.3448 -

Concrete Pipes, 1.5m pipes, 525mm dia, over 30m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 1.5m pipes, 600mm dia, 0-5m run m hours - 2.40 - - 0.4167 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Concrete Pipes, 1.5m pipes, 600mm dia, 5-30m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 600mm dia, over 30m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 1.5m pipes, 675mm dia, 0-5m run m hours - 2.20 - - 0.4545 -

Concrete Pipes, 1.5m pipes, 675mm dia, 5-30m run m hours - 2.60 - - 0.3846 -

Concrete Pipes, 1.5m pipes, 675mm dia, over 30m run m hours - 2.90 - - 0.3448 -

Concrete Pipes, 1.5m pipes, 750mm dia, 0-5m run m hours - 1.10 - - 0.9091 -

Concrete Pipes, 1.5m pipes, 750mm dia, 5-30m run m hours - 2.40 - - 0.4167 -

Concrete Pipes, 1.5m pipes, 750mm dia, over 30m run m hours - 2.50 - - 0.4000 -

Concrete Pipes, 1.5m pipes, 1,050mm dia m days - 2.90 4.20 - 0.3448 0.2381

Concrete Pipes, 1.5m pipes, 1,500mm dia m days - 2.50 3.80 - 0.4000 0.2632

Concrete Pipes, 1.5m pipes, 1,800mm dia m days - 2.10 2.60 - 0.4762 0.3846

Concrete Pipes, 2.5m pipes, 375mm dia, 0-5m run m hours - 3.60 - - 0.2778 -

Concrete Pipes, 2.5m pipes, 375mm dia, 5-30m run m hours - 4.30 - - 0.2326 -

Concrete Pipes, 2.5m pipes, 375mm dia, over 30m run m hours - 5.00 8.00 - 0.2000 0.1250

Concrete Pipes, 2.5m pipes, 450mm dia, 0-5m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 2.5m pipes, 450mm dia, 5-30m run m hours - 4.10 - - 0.2439 -

Concrete Pipes, 2.5m pipes, 450mm dia, over 30m run m hours - 4.50 9.00 - 0.2222 0.1111

Concrete Pipes, 2.5m pipes, 525mm dia, 0-5m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 2.5m pipes, 525mm dia, 5-30m run m hours - 3.80 - - 0.2632 -

Concrete Pipes, 2.5m pipes, 525mm dia, over 30m run m hours - 4.10 - - 0.2439 -

Concrete Pipes, 2.5m pipes, 600mm dia, 0-5m run m hours - 3.00 - - 0.3333 -

Concrete Pipes, 2.5m pipes, 600mm dia, 5-30m run m hours - 3.50 - - 0.2857 -

Concrete Pipes, 2.5m pipes, 600mm dia, over 30m run m hours - 4.00 - - 0.2500 -

Concrete Pipes, 2.5m pipes, 675mm dia, 0-5m run m hours - 2.80 - - 0.3571 -

Concrete Pipes, 2.5m pipes, 675mm dia, 5-30m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 2.5m pipes, 675mm dia, over 30m run m hours - 3.70 - - 0.2703 -

Concrete Pipes, 2.5m pipes, 750mm dia, 0-5m run m hours - 2.60 - - 0.3846 -

Concrete Pipes, 2.5m pipes, 750mm dia, 5-30m run m hours - 3.10 - - 0.3226 -

Concrete Pipes, 2.5m pipes, 750mm dia, over 30m run m hours - 3.60 - - 0.2778 -

Lay Shingle Around Pipework, under 150mm dia m hours - 7.00 - - 0.1429 -
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Lay Shingle Around Pipework, over 150mm dia m hours 4.00 5.50 9.00 0.2500 0.1818 0.1111

Doors and Windows

Mastic Pointing to Frames m hours - 9.50 - - 0.1053 -

Fix Metal and Timber Windows After Wall Complete m2 hours - 2.00 - - 0.5000 -

Window Glazing m2 hours - 1.30 - - 0.7692 -

Window Glazing, Single Glazed Units m2 hours - 2.00 - - 0.5000 -

Window Glazing, Double Glazed Units m2 hours - 1.30 - - 0.7692 -

Blockwork

Thermalite Blockwork, under 100mm thick m2 hours 1.80 2.50 3.20 0.5556 0.4000 0.3125

Thermalite Blockwork, under 100-150mm thick m2 hours 1.40 1.90 2.50 0.7143 0.5263 0.4000

Thermalite Blockwork, over 150mm thick m2 hours 1.20 1.60 2.10 0.8333 0.6250 0.4762

Lightweight Concrete Blockwork, under 100mm thick m2 hours 1.50 2.20 2.90 0.6667 0.4545 0.3448

Lightweight Concrete Blockwork, under 100-150mm thick m2 hours 1.40 1.90 2.10 0.7143 0.5263 0.4762

Lightweight Concrete Blockwork, over 150mm thick m2 hours 1.20 1.60 2.00 0.8333 0.6250 0.5000

Heavyweight Concrete Blockwork, under 100mm thick m2 hours 1.40 2.10 2.90 0.7143 0.4762 0.3448

Heavyweight Concrete Blockwork, under 100-150mm thick m2 hours 1.20 1.60 2.10 0.8333 0.6250 0.4762

Heavyweight Concrete Blockwork, over 150mm thick m2 hours 1.10 1.40 1.80 0.9091 0.7143 0.5556

Face Finish, Raked Out m2 hours - 71.40 - - 0.0140 -

Face Finish, Bag Rubbed m2 hours - 29.40 - - 0.0340 -

Face Finish, Flush Pointing m2 hours - 17.60 - - 0.0568 -

Dewatering
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Setup small 2 hole system days - - - 10.00 8.00 6.00

Setup large 15 hole system days - - - - 21.00 -

Calculate system times per pump pump days - 0.4000 - - 2.50 -

Setup Recharge System pump days - 0.2857 - - 3.50 -

Demolition

Weight, Structural Steel Tonnes m3 - 2.50 - - 0.4000 -

Remove & Cart away, Ceramic Wall Tiles m2 hours 2.00 2.50 3.40 0.5000 0.4000 0.2941

Remove & Cart away, Wallpaper, 1 layer m2 hours - 8.70 - - 0.1149 -

Remove & Cart away, Wallpaper, 2 layers m2 hours - 7.10 - - 0.1408 -

Remove & Cart away, Wallpaper, 3 layers m2 hours - 5.70 - - 0.1754 -

Remove & Cart away, Lathe and Plaster Ceilings m2 hours 3.20 4.60 5.00 0.3125 0.2174 0.2000

Remove & Cart away, Plaster to Walls m2 hours 2.10 3.10 5.90 0.4762 0.3226 0.1695

Remove & Cart away, External Render m2 hours - 3.90 - - 0.2564 -

Remove & Cart away, Floor Screed m2 hours - 3.20 - - 0.3125 -

Remove & Cart away, Concrete Paving m2 hours - 4.00 - - 0.2500 -

Remove & Cart away, Brickwork Walls, 1.0 brick thick m2 hours - 1.30 - - 0.7692 -

Remove & Cart away, Brickwork Walls, 0.5 brick thick m2 hours - 2.60 - - 0.3846 -

Remove & Cart away, Brickwork Walls, Sand/Lime Mortar 100 hours - 0.5556 - - 1.80 -

Remove & Cart away, Fireplace and Hearth no hours - 0.5263 - - 1.90 -

Remove & Cart away, Floor Boards m2 hours - 6.20 - - 0.1613 -

Remove & Cart away, Skirting, Architrave, Dado rail etc m hours - 16.50 - - 0.0606 -

Remove & Cart away, Staircase no hours - 0.1370 - - 7.30 -

Remove & Cart away, Windows, 0-1m2 no hours - 1.6667 - - 0.60 -

Remove & Cart away, Windows 1-2m2 no hours - 1.2500 - - 0.80 -

Remove & Cart away, Windows 2-3m2 no hours - 1.1111 - - 0.90 -

Remove & Cart away, Doors no hours - 3.3333 - - 0.30 -

Remove & Cart away, Door Frame no hours - 10.0000 - - 0.10 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Remove & Cart away, Floor and Ceiling Joists m hours - 0.9091 - - 1.10 -

Remove & Cart away, Wall Plates m hours - 0.2564 - - 3.90 -

Remove & Cart away, Iron Bath no hours - 0.7143 - - 1.40 -

Remove & Cart away, Wash Basin/Sink no hours - 1.2500 - - 0.80 -

Remove & Cart away, Pipework including brackets etc m hours - 6.10 - - 0.1639 -

Decking

Simple Universal Beam Steel Bridge, concrete bridge deck, grano cover m days - 7.10 - - 0.1408 -

Cutting Switchboxes

Cutting in Concrete, small box no hours 7.10 9.50 12.50 0.1408 0.1053 0.0800

Cutting in Concrete, large box no hours 3.60 4.50 5.60 0.2778 0.2222 0.1786

Cutting in Brickwork, small box no hours 6.60 9.50 12.50 0.1515 0.1053 0.0800

Cutting in Brickwork, large box no hours 4.20 5.30 6.30 0.2381 0.1887 0.1587

Cutting in Lightweight Blockwork, small box no hours 20.00 23.00 25.00 0.0500 0.0435 0.0400

Cutting in Lightweight Blockwork, large box no hours 10.00 12.50 14.30 0.1000 0.0800 0.0699

Cutting in Heavyweight Blockwork, small box no hours 7.70 10.00 12.50 0.1299 0.1000 0.0800

Cutting in Heavyweight Blockwork, large box no hours 3.80 4.80 5.90 0.2632 0.2083 0.1695

Cutting Chases

Concrete, cutting by hand, < 25mm wide m hours 1.50 2.10 3.10 0.6667 0.4762 0.3226

Concrete, cutting by hand, 25-50mm wide m hours 1.20 1.60 2.50 0.8333 0.6250 0.4000

Concrete, cutting by hand, 50-75mm wide m hours 1.00 1.40 2.10 1.0000 0.7143 0.4762

Concrete, cutting by hand, 75-100mm wide m hours 0.90 1.20 1.80 1.1111 0.8333 0.5556
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Concrete, cutting by machine, < 25mm wide m hours 3.10 4.00 5.80 0.3226 0.2500 0.1724

Concrete, cutting by machine, 25-50mm wide m hours 2.50 3.30 5.00 0.4000 0.3030 0.2000

Concrete, cutting by machine, 50-75mm wide m hours 2.10 2.90 4.20 0.4762 0.3448 0.2381

Concrete, cutting by machine, 75-100mm wide m hours 1.80 2.40 3.70 0.5556 0.4167 0.2703

Brickwork, cutting by hand, < 25mm wide m hours 2.10 2.70 4.10 0.4762 0.3704 0.2439

Brickwork, cutting by hand, 25-50mm wide m hours 1.60 2.30 3.50 0.6250 0.4348 0.2857

Brickwork, cutting by hand, 50-75mm wide m hours 1.40 1.90 2.80 0.7143 0.5263 0.3571

Brickwork, cutting by hand, 75-100mm wide m hours 1.20 1.60 2.50 0.8333 0.6250 0.4000

Brickwork, cutting by machine, < 25mm wide m hours 4.20 5.50 11.10 0.2381 0.1818 0.0901

Brickwork, cutting by machine, 25-50mm wide m hours 3.30 4.50 6.70 0.3030 0.2222 0.1493

Brickwork, cutting by machine, 50-75mm wide m hours 3.30 4.50 6.70 0.3030 0.2222 0.1493

Brickwork, cutting by machine, 75-100mm wide m hours 2.50 3.30 5.00 0.4000 0.3030 0.2000

Light Blockwork, cutting by hand, < 25mm wide m hours 3.80 5.00 7.70 0.2632 0.2000 0.1299

Light Blockwork, cutting by hand, 25-50mm wide m hours 3.20 4.20 6.30 0.3125 0.2381 0.1587

Light Blockwork, cutting by hand, 50-75mm wide m hours 2.60 3.40 5.30 0.3846 0.2941 0.1887

Light Blockwork, cutting by hand, 75-100mm wide m hours 2.30 3.10 4.50 0.4348 0.3226 0.2222

Light Blockwork, cutting by machine, < 25mm wide m hours 7.70 10.00 14.20 0.1299 0.1000 0.0704

Light Blockwork, cutting by machine, 25-50mm wide m hours 5.90 7.70 11.10 0.1695 0.1299 0.0901

Light Blockwork, cutting by machine, 50-75mm wide m hours 5.20 7.20 10.00 0.1923 0.1389 0.1000

Light Blockwork, cutting by machine, 75-100mm wide m hours 4.70 6.30 9.10 0.2128 0.1587 0.1099

Heavy Blockwork, cutting by hand, < 25mm wide m hours 1.90 2.60 3.80 0.5263 0.3846 0.2632

Heavy Blockwork, cutting by hand, 25-50mm wide m hours 1.60 2.10 3.20 0.6250 0.4762 0.3125

Heavy Blockwork, cutting by hand, 50-75mm wide m hours 1.30 1.80 2.70 0.7692 0.5556 0.3704

Heavy Blockwork, cutting by hand, 75-100mm wide m hours 1.20 1.50 2.30 0.8333 0.6667 0.4348

Heavy Blockwork, cutting by machine, < 25mm wide m hours 3.80 5.00 7.70 0.2632 0.2000 0.1299

Heavy Blockwork, cutting by machine, 25-50mm wide m hours 3.20 4.20 6.20 0.3125 0.2381 0.1613

Heavy Blockwork, cutting by machine, 50-75mm wide m hours 2.70 3.60 5.20 0.3704 0.2778 0.1923

Heavy Blockwork, cutting by machine, 75-100mm wide m hours 2.30 3.10 4.50 0.4348 0.3226 0.2222
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Cutting Back

Concrete Pile Caps, 50-300mm deep and 0.6m dia no hours 1.6667 - 3.3333 0.60 - 0.30

Concrete Pile Caps, 300-750mm deep and 0.6m dia no hours 0.6667 - 2.5000 1.50 - 0.40

Concrete Pile Caps, > 750mm deep and 0.6m dia no hours 0.5556 - 1.2500 1.80 - 0.80

Concrete Pile Caps, 50-300mm deep and 1.1m dia no hours 0.5263 - 1.2500 1.90 - 0.80

Concrete Pile Caps, 300-750mm deep and 1.1m dia no hours 0.4000 - 0.9091 2.50 - 1.10

Concrete Pile Caps, > 750mm deep and 1.1m dia no hours 0.2381 - 0.4348 4.20 - 2.30

Concrete Pile Caps, 50-300mm deep and 2.5m dia no hours 0.1087 - 0.1220 9.20 - 8.20

Concrete Pile Caps, 300-750mm deep and 2.5m dia no hours 0.0990 - 0.1053 10.10 - 9.50

Concrete Pile Caps, > 750mm deep and 2.5m dia no hours 0.0870 - 0.0980 11.50 - 10.20

Concrete, Cutting Slabs, 5-25m deep m hours - 15.20 - - 0.0658 -

Concrete, Cutting Slabs, 25-50m deep m hours - 11.50 - - 0.0870 -

Concrete, Cutting Slabs, 50-75m deep m hours - 6.70 - - 0.1493 -

Concrete, Cutting Holes, coring machine m3 hours - 0.20 - - 5.0000 -

Concrete, Cutting Back to expose couplers 0.7m slab m days - 2.50 - - 0.4000 -

Curtain Walling

Vertical Glazed Lights, 6m x 2.5m m2 days - 14.50 - - 0.0690 -

Vertical Glazed Walls, large scale m2 days - 70.00 - - 0.0143 -

Clerestory Frame/Glazing, 3m x 4m m2 days - 28.00 - - 0.0357 -

Oriel Window Frame/Glazing, 4m x 2m m2 days - 35.00 - - 0.0286 -

Glazed Curtain Wall, First Fix m2 hours - 1.20 - - 0.8333 -

Glazed Curtain Wall, Second Fix m2 hours - 1.10 - - 0.9091 -

High Quality Glazed Curtain Walling m2 days - 25.00 - - 0.0400 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Concrete Placement

Placing concrete, lorry based pump m3 hours 30.00 40.00 50.00 0.0333 0.0250 0.0200

Hollorib Decking, concrete topping m2 hours 85.00 100.00 120.00 0.0118 0.0100 0.0083

Hollorib Decking, concrete topping, incl PowerFloat m2 hours 40.00 50.00 70.00 0.0250 0.0200 0.0143

Placing Concrete, By Wheelbarrow over 1-10m m3 hours 2.10 2.30 2.50 0.4762 0.4348 0.4000

Placing Concrete, By Wheelbarrow over 10-20m m3 hours 1.50 1.80 2.10 0.6667 0.5556 0.4762

Placing Concrete, By Wheelbarrow over 20-50m m3 hours 0.80 1.10 1.50 1.2500 0.9091 0.6667

Placing Direct From Readymix Lorry, Mass Fill m3 hours 2.80 3.10 3.30 0.3571 0.3226 0.3030

Placing Direct From Readymix Lorry, 50mm Blinding m3 hours - 1.30 1.60 - 0.7692 0.6250

Placing Direct From Readymix Lorry, Ground Beams m3 hours 1.50 - 1.70 0.6667 - 0.5882

Placing Direct From Readymix Lorry, Pile Caps m3 hours 1.00 1.50 2.30 1.0000 0.6667 0.4348

Placing Direct From Readymix Lorry, Duct Walls m3 hours - 0.80 1.10 - 1.2500 0.9091

Placing Direct From Readymix Lorry, Stub Columns m3 hours - 0.40 0.60 - 2.5000 1.6667

Placing Direct From Readymix Lorry, Ground Slab m3 hours 2.10 2.30 2.60 0.4762 0.4348 0.3846

Placing Direct From Readymix Lorry,Drains Bed and Cover m3 hours - 0.90 1.00 - 1.1111 1.0000

Placing From Tower Crane, Pile Caps m3 hours 1.20 1.40 1.60 0.8333 0.7143 0.6250

Placing From Tower Crane, Mass Fill m3 hours 4.00 4.50 5.50 0.2500 0.2222 0.1818

Placing From Tower Crane, Slabs under 150mm thick m3 hours 0.90 1.30 1.70 1.1111 0.7692 0.5882

Placing From Tower Crane, Slabs over 150mm thick m3 hours 1.20 1.50 1.80 0.8333 0.6667 0.5556

Placing From Tower Crane, Trough/Coffered Slabs m3 hours 0.90 1.10 1.20 1.1111 0.9091 0.8333

Placing From Tower Crane, Stairs and Landings m3 hours 0.60 0.70 0.90 1.6667 1.4286 1.1111

Placing From Tower Crane, Blinding m3 hours 0.80 1.00 1.10 1.2500 1.0000 0.9091

Placing From Tower Crane, Beams under 150mm thick m3 hours 0.50 0.60 0.80 2.0000 1.6667 1.2500

Placing From Tower Crane, Beams over 150mm thick m3 hours 0.60 0.80 1.00 1.6667 1.2500 1.0000

Placing From Tower Crane, Walls m3 hours 0.60 1.10 1.50 1.6667 0.9091 0.6667

Placing From Tower Crane, Columns m3 hours 0.40 0.50 0.60 2.5000 2.0000 1.6667

Concrete Mixing
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Concrete Weight, 1m3 Tonnes - 2.40 - - - -

Readymix Lorry, Length m - 8.30 - - - -

Readymix Lorry, Width m - 2.50 - - - -

Readymix Lorry, Height m - 3.70 - - - -

Readymix Lorry, Length Tonnes - 24.40 - - - -

Readymix Lorry, Turning Circle m - 16.40 - - - -

Readymix Lorry, Allowable Access Ramp Gradient degrees - 17.00 20.00 - - -

Mixing Concrete, By Hand m3 hours - 0.30 - - 3.3333 -

Mixing Concrete, Single Drum Paddle Mixer m3 hours 158.00 180.00 210.00 0.0063 0.0056 0.0048

Mixing Concrete, Double Drum Paddle Mixer m3 hours 315.00 370.00 420.00 0.0032 0.0027 0.0024

Mixing Concrete, Single Drum Plant Pan Mixer m3 hours - 120.00 - - 0.0083 -

Mixing Concrete, Dry Mix Plant m3 hours - 90.00 - - 0.0111 -

Concrete Finishing

Surface Finishing, Steel Float By Hand m2 hours 9.20 13.90 25.00 0.1087 0.0719 0.0400

Surface Finishing, Wood Float By Hand m2 hours 11.70 17.20 29.40 0.0855 0.0581 0.0340

Surface Finishing, Power Float m2 hours 13.90 20.80 37.00 0.0719 0.0481 0.0270

Surface Finishing, Light Brush on Trowel m2 hours 55.80 90.10 170.00 0.0179 0.0111 0.0059

Surface Finishing, Brush on Trowel Margin m2 hours 28.80 48.50 85.00 0.0347 0.0206 0.0118

Surface Finishing, Sprayed By Pump, expose aggregate m2 hours 65.00 95.00 145.00 0.0154 0.0105 0.0069

Surface Finishing, Wire Brush, expose aggregate m2 hours 15.00 25.00 30.00 0.0667 0.0400 0.0333

Making Good Walls, prepare, shutter, pour m2 hours - 5.50 8.60 - 0.1818 0.1163

Making Good Columns, prepare, shutter, pour m2 hours - 2.80 6.90 - 0.3571 0.1449

Making Good Sides of Beams, prepare, shutter, pour m2 hours - 2.80 7.00 - 0.3571 0.1429

Making Good Slab Soffits, prepare, shutter, pour m2 hours - 4.20 5.50 - 0.2381 0.1818

Making Good Bolt Holes, prepare, shutter, pour no/hr hours 14.80 16.80 25.80 0.0676 0.0595 0.0388

Making Good Rubdown Precast Concrete, prepare, shutter, pour m2 hours - 18.00 - - 0.0556 -

Making Good Scabble 3 head brush hammer, prepare, shutter, pour m2 hours 30.70 59.50 73.80 0.0326 0.0168 0.0136
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Commercial Kitchen

Overall Installation for 100 persons or 50m2 wks - - - - 3.00 -

Overall Installation for 500 persons or 150m2 wks - - - - 5.00 -

Overall Installation for 1000 persons or 250m2 wks - - - - 8.00 -

Install Ovens, friers and large mixers etc mandays - - - - 1.00 -

Install Sinks, bain maries and washers etc mandays - - - - 2.00 -

Ceiling Finishes

Suspended Ceilings, office situations m2 hours - 2.60 3.50 - 0.3846 0.2857

Suspended Ceilings, First Fix m2 hours - 0.70 - - 1.4286 -

Suspended Ceilings, Second Fix m2 hours - 1.20 - - 0.8333 -

Carpentry Final Fixing

Windows, Softwood, 3.0-7.0m2 no hours 1.6667 2.5000 3.3333 0.60 0.40 0.30

Windows, Softwood, 7.0-10.0m2 no hours 0.7692 1.1111 1.6667 1.30 0.90 0.60

Windows, Hardwood, 1.0-3.0m2 no hours 2.5000 3.3333 - 0.40 0.30 -

Windows, Hardwood, 3.0-7.0m2 no hours 1.4286 2.0000 2.5000 0.70 0.50 0.40

Windows, Hardwood, 7.0-10.0m2 no hours 0.6250 0.8333 1.4286 1.60 1.20 0.70

Windows, Aluminum, 1.0-3.0m2 no hours 5.0000 3.3333 - 0.20 0.30 -

Windows, Aluminum, 3.0-7.0m2 no hours 2.0000 2.5000 3.3333 0.50 0.40 0.30

Windows, Aluminum, 7.0-10.0m2 no hours 0.8333 1.2500 2.0000 1.20 0.80 0.50

Windows, Steel, 1.0-3.0m2 no hours 2.5000 3.3333 5.0000 0.40 0.30 0.20

Windows, Steel, 3.0-7.0m2 no hours 0.8333 1.6667 2.0000 1.20 0.60 0.50
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Windows, Steel, 7.0-10.0m2 no hours 0.7143 0.8333 1.0000 1.40 1.20 1.00

Window Boards, nailed m hours - 3.3333 5.0000 - 0.30 0.20

Window Boards, screwed m hours - 2.5000 3.3333 - 0.40 0.30

Mouldings, Softwood, Nailed m hours - 6.30 8.50 - 0.1587 0.1176

Mouldings, Softwood, Screwed m hours - 4.60 5.60 - 0.2174 0.1786

Mouldings, Softwood, Gun Nailed m hours - 8.20 11.10 - 0.1220 0.0901

Mouldings, Hardwood, Nailed m hours - 3.30 5.50 - 0.3030 0.1818

Mouldings, Hardwood, Screwed m hours - 2.40 3.70 - 0.4167 0.2703

Mouldings, Hardwood, Gun Nailed m hours - 8.50 11.30 - 0.1176 0.0885

Skirting, Aluminum, Screwed 150-300mm centres m hours - 7.60 - - 0.1316 -

Skirting, Aluminum, Screwed 300-450mm centres m hours - 4.50 - - 0.2222 -

Skirting, Plastic, Adhesive Fixing m hours - 8.60 - - 0.1163 -

Architrave Mouldings m hours 9.50 12.20 18.20 0.1053 0.0820 0.0549

Architrave, Fix to Doors door hours - 0.8333 - - 1.20 -

Door Stop Mouldings m hours 10.10 16.90 25.00 0.0990 0.0592 0.0400

Glazed Bead Mouldings m hours 15.50 18.60 20.40 0.0645 0.0538 0.0490

Hanging Doors, Softwood, Single Pair Butts no hours 0.7692 1.1111 1.6667 1.30 0.90 0.60

Hanging Doors, Hardwood, Single Pair Butts no hours 0.5263 0.8333 1.1111 1.90 1.20 0.90

Cut Mortice to Receive Lock, Softwood no hours - 5.0000 - - 0.20 -

Cut Mortice to Receive Lock, Hardwood no hours - 1.6667 - - 0.60 -

Cut & Fix Formica Bath Panel no hours - 2.5000 - - 0.40 -

Kitchen Cupboards, Floor Units no hours - 1.2500 1.6667 - 0.80 0.60

Kitchen Cupboards, Wall Units no hours - 1.4286 2.0000 - 0.70 0.50

Kitchen Cupboards, Shelf Units no hours - - 1.4286 - 0.8 0.70

Staircase, pre-made, simple, straight flight no hours 0.5263 0.6667 0.9091 1.90 1.50 1.10

Staircase, pre-made, 2 straight flights, 1 landing no hours 0.2703 0.3448 0.3846 3.70 2.90 2.60

Staircase, pre-made, 2 straight flights, 2 landings no hours - 0.1587 - - 6.30 -

Staircase, Balustrades/Handrails, fix horizontal no hours 0.8333 1.6667 10.0000 1.20 0.60 0.10

Staircase, Balustrades/Handrails, fix raking no hours 1.1111 2.0000 3.3333 0.90 0.50 0.30

Staircase, Cut and Fix Newel to Walls no hours 1.1111 - 5.0000 0.90 - 0.20
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Windows, Softwood, 1.0-3.0m2 no hours 3.3333 5.0000 - 0.30 0.20 -

Raised Flooring, metal system m2 hours - 0.50 - - 2.0000 -

Carpentry Carcassing

Windows, Timber Frames for Bricklaying no hours 0.9091 2.0000 10.0000 1.10 0.50 0.10

Windows, Drill, Screw & Plug extra over no hours 3.3333 10.0000 - 0.30 0.10 -

Door Frames, Softwood, 1.0-3.0m2 no hours - 5.0000 - - 0.20 -

Door Frames, Softwood, 3.0-7.0m2 no hours 2.0000 2.5000 - 0.50 0.40 -

Door Frames, Softwood, 7.0-10.0m2 no hours 0.8333 1.2500 - 1.20 0.80 -

Door Frames, Hardwood, 1.0-3.0m2 no hours - 3.3333 - - 0.30 -

Door Frames, Hardwood, 3.0-7.0m2 no hours 1.6667 3.3333 - 0.60 0.30 -

Door Frames, Hardwood, 7.0-10.0m2 no hours 0.7143 1.0000 - 1.40 1.00 -

Erect Water Tank Platform no hours - 2.30 - - 0.4348 -

Fix Studding For Bath m hours - 10.00 - - 0.10 -

Cut Access Hatch no hours - 0.30 - - 3.3333 -

Floor Joists, under 3m no hours 9.00 9.60 11.60 0.1111 0.1042 0.0862

Floor Joists, 3.0-4.5m no hours 6.80 7.20 9.70 0.1471 0.1389 0.1031

Floor Joists, 4.5-6.0m no hours 5.50 5.80 7.30 0.1818 0.1724 0.1370

Ceiling Joists, under 3m no hours 12.80 14.00 14.70 0.0781 0.0714 0.0680

Ceiling Joists, 3.0-4.5m no hours 10.80 12.10 12.60 0.0926 0.0826 0.0794

Ceiling Joists, 4.5-6.0m no hours 9.60 10.80 11.10 0.1042 0.0926 0.0901

Ceiling Joists, Notch to Beams no hours 20.00 25.00 28.50 0.0500 0.0400 0.0351

Ceiling Joists, Pack Joist Ends no hours 20.10 23.80 26.30 0.0498 0.0420 0.0380

Ceiling Joists, Nailing Joists together m hours - 23.00 - - 0.0435 -

Ceiling Joists, Bolting Joists Together m hours - 12.60 - - 0.0794 -

Floor Boards, Butt Jointed m2 hours - 1.70 - - 0.5882 -

Floor Boards, T&G Boards, under 75mm wide m2 hours - 3.40 - - 0.2941 -

Floor Boards, T&G Boards, 75-100mm wide m2 hours - 3.80 - - 0.2632 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Floor Boards, T&G Boards, 100-125mm wide m2 hours - 4.20 - - 0.2381 -

Floor Boards, T&G Boards, 125-150mm wide m2 hours - 5.50 - - 0.1818 -

Plywood Sheeting, Butt Jointed, nailed m2 hours - 9.10 10.20 - 0.1099 0.0980

Plywood Sheeting, Butt Jointed, screwed m2 hours - 4.10 4.80 - 0.2439 0.2083

Plywood Sheeting, T&G Jointed, nailed m2 hours - 8.30 9.10 - 0.1205 0.1099

Plywood Sheeting, T&G Jointed, screwed m2 hours - 4.00 4.60 - 0.2500 0.2174

Chipboard Sheeting, Butt Jointed, nailed m2 hours - 10.00 11.50 - 0.1000 0.0870

Chipboard Sheeting, Butt Jointed, screwed m2 hours - 5.10 5.80 - 0.1961 0.1724

Chipboard Sheeting, T&G Jointed, nailed m2 hours - 9.30 9.10 - 0.1075 0.1099

Chipboard Sheeting, T&G Jointed, screwed m2 hours - 5.50 5.90 - 0.1818 0.1695

Carpentry & Joinery

Formwork to Soffit of Manhole m2 hours - 1.80 - - 0.5556 -

Formwork to Walls of Manhole m2 hours 11.20 14.20 20.20 0.0893 0.0704 0.0495

Formwork to Road Edges, straight m hours - 7.70 - - 0.1299 -

Formwork to Road Edges, curves m hours - 6.20 - - 0.1613 -

Bulk Excavation

Excavation Bulking Factor, Sand/Soil % - 15.00 20.00 - - -

Excavation Bulking Factor, Gravel % - 33.00 - - - -

Excavation Bulking Factor, Clay/Chalk % - 40.00 - - - -

Excavation Bulking Factor, Boulder Clay % - 45.00 - - - -

Excavation Bulking Factor, Rock % - 60.00 - - - -

Spoil Weight, Rock Tonnes/m3 - 2.50 - - - -

Spoil Weight, Concrete Tonnes/m3 - 2.40 - - - -

Spoil Weight, Landfill/CDG Tonnes/m3 - 1.90 - - - -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Spoil Weight, Sand Tonnes/m3 - 1.80 - - - -

Rail Mounted Grab, 2.0m3 bucket 2.4min lift cycle m3 hours 30.00 48.00 59.00 0.0333 0.0208 0.0169

Crane Mounted Clamshell Grab, 2.0m3 bucket 2.9min lift cycle m3 hours 25.00 33.00 41.00 0.0400 0.0303 0.0244

Crane Mounted Clamshell Grab, 2.5m3 bucket 2.9min lift cycle m3 hours 34.00 42.00 52.00 0.0294 0.0238 0.0192

Hydraulic Excavator, 0.3m3 bucket, Sand/Soil m3 hours 6.90 8.70 10.20 0.1449 0.1149 0.0980

Hydraulic Excavator, 0.4m3 bucket, Sand/Soil m3 hours 23.40 28.60 33.40 0.0427 0.0350 0.0299

Hydraulic Excavator, 0.5m3 bucket, Sand/Soil m3 hours 45.50 50.00 58.00 0.0220 0.0200 0.0172

Hydraulic Excavator, 0.3m3 bucket, Gravel Beds m3 hours 5.60 7.10 8.20 0.1786 0.1408 0.1220

Hydraulic Excavator, 0.4m3 bucket, Gravel Beds m3 hours 20.50 25.00 29.00 0.0488 0.0400 0.0345

Hydraulic Excavator, 0.5m3 bucket, Gravel Beds m3 hours 36.80 40.00 46.00 0.0272 0.0250 0.0217

Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk m3 hours 5.60 7.10 8.30 0.1786 0.1408 0.1205

Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk m3 hours 20.50 25.00 28.70 0.0488 0.0400 0.0348

Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk m3 hours 37.00 40.00 46.00 0.0270 0.0250 0.0217

Hydraulic Excavator, 0.3m3 bucket, Hard Ground m3 hours 4.50 6.10 7.20 0.2222 0.1639 0.1389

Hydraulic Excavator, 0.4m3 bucket, Hard Ground m3 hours 17.90 22.20 25.00 0.0559 0.0450 0.0400

Hydraulic Excavator, 0.5m3 bucket, Hard Ground m3 hours 25.70 28.60 32.90 0.0389 0.0350 0.0304

Breaking Out

Concrete Slabs, unreinforced 50-150mm m3 hours 0.3125 - 0.5263 3.20 - 1.90

Concrete Slabs, unreinforced 150-300mm m3 hours 0.1818 0.2439 0.2703 5.50 4.10 3.70

Concrete Slabs, reinforced 50-150mm m3 hours 0.1923 - 0.2564 5.20 - 3.90

Concrete Slabs, reinforced 150-300mm m3 hours 0.1099 0.1613 0.2128 9.10 6.20 4.70

Concrete Walls, unreinforced m3 hours 0.2128 0.2564 0.3226 4.70 3.90 3.10

Concrete Walls, reinforced m3 hours 0.1786 0.2128 0.2564 5.60 4.70 3.90

Concrete Foundations, unreinforced m3 hours 0.2778 0.3030 0.3333 3.60 3.30 3.00

Concrete Foundations, reinforced m3 hours 0.1852 0.1961 0.2083 5.40 5.10 4.80

Concrete Beams m3 hours 0.1333 0.1538 0.1786 7.50 6.50 5.60

Concrete Columns m3 hours 0.1087 0.1220 0.1370 9.20 8.20 7.30


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Tarmac paving 20-50mm thick m3 hours 0.5263 0.5882 0.6667 1.90 1.70 1.50

Tarmac paving 50-100mm thick m3 hours 0.4762 - 0.6250 2.10 - 1.60

Tarmac paving 100-150mm thick m3 hours 0.4762 - 0.5882 2.10 - 1.70

Tarmac roadway 150mm thick m3 hours - 0.2778 - - 3.60 -

Brickwork, walls and columns m3 hours 0.4167 0.5556 0.7692 2.40 1.80 1.30

Brickwork, foundations m3 hours 0.3704 0.4762 0.6667 2.70 2.10 1.50

Barrette Piles

Rule of Thumb, overall rate by Mill no hours 2.0000 0.9091 0.8333 0.50 1.10 1.20

Fabricate reinforcement cages cage hours - 0.2500 - - 4.00 -

Concreting barrette panels m3 hours 40.00 50.00 55.00 0.0250 0.0200 0.0182

Trimming top of barrette panels no days - 0.4167 - - 2.40 -

Concrete Testing, Coring Test no days 0.2500 0.2857 0.5000 4.00 3.50 2.00

Concrete Testing, Sonic Logging Test no days - 1.4286 - - 0.70 -

Basement Excavation

Hydraulic Excavator, 0.3m3 bucket, Sand/Soil - Basement Works m3 hours 6.40 8.00 9.40 0.1563 0.1250 0.1064

Hydraulic Excavator, 0.3m3 bucket, Gravel Beds - Basement Works m3 hours 5.50 6.90 8.10 0.1818 0.1449 0.1235

Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk - Basement Works m3 hours 5.20 6.50 7.90 0.1923 0.1538 0.1266

Hydraulic Excavator, 0.3m3 bucket, Hard Ground - Basement Works m3 hours 4.70 5.90 8.20 0.2128 0.1695 0.1220

Hydraulic Excavator, 0.4m3 bucket, Sand/Soil - Basement Works m3 hours 12.60 15.40 18.90 0.0794 0.0649 0.0529

Hydraulic Excavator, 0.4m3 bucket, Gravel Beds - Basement Works m3 hours 11.70 14.30 16.70 0.0855 0.0699 0.0599

Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk - Basement Works m3 hours 10.90 13.30 15.60 0.0917 0.0752 0.0641

Hydraulic Excavator, 0.4m3 bucket, Hard Ground - Basement Works m3 hours 9.70 11.80 14.00 0.1031 0.0847 0.0714

Hydraulic Excavator, 0.5m3 bucket, Sand/Soil - Basement Works m3 hours 18.20 20.00 23.00 0.0549 0.0500 0.0435

Hydraulic Excavator, 0.5m3 bucket, Gravel Beds - Basement Works m3 hours 16.50 18.10 20.00 0.0606 0.0552 0.0500
PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk - Basement Works m3 hours 15.40 16.70 19.30 0.0649 0.0599 0.0518

Hydraulic Excavator, 0.5m3 bucket, Hard Ground - Basement Works m3 hours 13.30 15.40 17.70 0.0752 0.0649 0.0565

Bell Ground Anchors

Uncased Anchors, 10m long no days - 2.00 - - 0.5000 -

Top Cased Anchors, 15m long no days - 1.00 - - 1.0000 -

Anchors stressing no days - 2.20 - - 0.4545 -

Bored Piling

Cycle Time, 5-20m deep no days 0.1250 0.2500 0.2500 8.00 4.00 4.00

Cycle Time, 20-40m deep no days 0.1000 0.1250 - 10.00 8.00 -

Cycle Time, 40-70m deep no days 0.0400 0.1000 - 25.00 10.00 -

Cycle Time, 70-90m deep no days 0.0222 0.0400 - 45.00 25.00 -

Cycle Time, 90-135m deep no days 0.0167 0.0222 - 60.00 45.00 -

Move piling setup to next location hours - 2.00 -

Excave shaft by grab, general fill/uppr levels m hours - 3.50 - - 0.2857 -

Excave shaft by grab, sand/minor rubble m hours - 2.10 - - 0.4762 -

Excave shaft by grab, marinve/aluvium m hours - 2.50 - - 0.4000 -

Excave shaft by grab/RCD, CDT m hours - 0.50 - - 2.0000 -

Excave shaft by grab/RCD, CDG <150 m hours - 1.50 - - 0.6667 -

Excave shaft by RCD, CDG 150-200 m hours - 1.00 - - 1.0000 -

Excave shaft by RCD, CDG >200/gravel m hours - 0.50 - - 2.0000 -

Excave shaft by RCD/Chisel, corestones m hours - 0.50 - - 2.0000 -

Excave Rock Socket by RCD, grade IV/V rock m hours - 0.20 0.30 - 5.0000 3.3333

Excave Rock Socket by RCD, grade II/III rock m hours - 0.10 0.20 - 10.0000 5.0000

Excave Rock Socket by RCD, tendering rate m hours - 0.10 - - 10.0000 -


PRODUCTION RATES

PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Add/remove RCD plant hours - - - - 2.00 -

Add/remove RCD drill string/drill bit hours - - - - 5.00 -

Remove Obstruction, above water hand hammers m hours - 0.80 - - 1.2500 -

Remove Obstruction, below water heavy chisel m hours - 0.50 - - 2.0000 -

Concrete Plug, RCD off/tremmie/concrete/cure/RCD on hours - - - 60.00 53.00 50.00

Install air lift tremmie tube hours - - - - 5.00 -

Fabricate reinforcement cages cage hours - 0.4000 - - 2.50 -

Install reinforcement cages no hours - 0.5000 - - 2.00 -

Shaft cleaning, air lifting after excavation hours - - - - 8.0 -

Shaft cleaning, air lifting after cage installed hours - - - - 2.0 -

Shaft concreting/extract casing 5-70m deep hours - - - - 12.0 -

Shaft concreting/extract casing 70-95m deep hours - - - - 14.0 -

Shaft concreting/extract casing 95-135m deep hours - - - - 48.0 -

Concrete curing prior to remove telescopic casing hours - - - - 72.0 -

Concrete Testing, Coring Test m hours - 3.20 2.20 - 0.3125 0.4545

Concrete Testing, Sonic Logging Test no hours - 0.4000 - - 2.50 -

Concrete Testing, Vibration Test no hours - 0.1538 - - 6.50 -


Introduction to Costing

1.1 Introduction
Cost is important to all industry. Costs can be divided into two general classes; absolute costs and relative costs.
Absolute cost measures the loss in value of assets. Relative cost involves a comparison between the chosen course of
action and the course of action that was rejected. This cost of the alternative action - the action not taken - is often
called the "opportunity cost".

The accountant is primarily concerned with the absolute cost. However, the forest engineer, the planner, the manager
needs to be concerned with the alternative cost - the cost of the lost opportunity. Management has to be able to
make comparisons between the policy that should be chosen and the policy that should be rejected. Such
comparisons require the ability to predict costs, rather than merely record costs.

Cost data are, of course, essential to the technique of cost prediction. However, the form in which much cost data are
recorded limits accurate cost prediction to the field of comparable situations only. This limitation of accurate cost
prediction may not be serious in industries where the production environment changes little from month to month or
year to year. In harvesting, however, identical production situations are the exception rather than the rule. Unless the
cost data are broken down and recorded as unit costs, and correlated with the factors that control their values, they
are of little use in deciding between alternative procedures. Here, the approach to the problem of useful cost data is
that of identification, isolation, and control of the factors affecting cost.
1.2 Basic Classification of Costs
Costs are divided into two types: variable costs, and fixed costs. Variable costs vary per unit of production. For
example, they may be the cost per cubic meter of wood yarded, per cubic meter of dirt excavated, etc. Fixed costs, on
the other hand, are incurred only once and as additional units of production are produced, the unit costs fall.
Examples of fixed costs would be equipment move-in costs and road access costs.

1.3 Total Cost and Unit-Cost Formulas


As harvesting operations become more complicated and involve both fixed and variable costs, there usually is more
than one way to accomplish a given task. It may be possible to change the quantity of one or both types of cost, and
thus to arrive at a minimum total cost. Mathematically, the relationship existing between volume of production and
costs can be expressed by the following equations:

Total cost = fixed cost + variable cost × output

In symbols using the first letters of the cost elements and N for the output or number of units of production, these
simple formulas are
C = F + NV

UC = F/N + V

1.4 Breakeven Analysis

A breakeven analysis determines the point at which one method becomes superior to another method of
accomplishing some task or objective. Breakeven analysis is a common and important part of cost control.

One illustration of a breakeven analysis would be to compare two methods of road construction for a road that
involves a limited amount of cut-and-fill earthwork. It would be possible to do the earthwork by hand or by bulldozer.
If the manual method were adopted, the fixed costs would be low or non-existent. Payment would be done on a daily
basis and would call for direct supervision by a foreman. The cost would be calculated by estimating the time required
and multiplying this time by the average wages of the men employed. The men could also be paid on a piece-work
basis. Alternatively, this work could be done by a bulldozer which would have to be moved in from another site. Let us
assume that the cost of the handFigure
labor would be $0.60 perExample
1.1 Breakeven cubic meter
for and the bulldozer would cost $0.40 per cubic
Excavation.
meter and would require $100 to move in from another site. The move-in cost for the bulldozer is a fixed cost, and is
independent of the quantity of the earthwork handled. If the bulldozer is used, no economy will result unless the
amount of earthwork is sufficient to carry the fixed cost plus the direct cost of the bulldozer operation.

If, on a set of coordinates, cost in dollars is plotted on the vertical axis and units of production on the horizontal axis,
we can indicate fixed cost for any process by a horizontal line parallel to the x-axis. If variable cost per unit output is
constant, then the total cost for any number of units of production will be the sum of the fixed cost and the variable
cost multiplied by the number of units of production, or F + NV. If the cost data for two processes or methods, one of
which has a higher variable cost, but lower fixed cost than the other are plotted on the same graph, the total cost
lines will intersect at some point. At this point the levels of production and total cost are the same. This point is known
as the "breakeven" point, since at this level one method is as economical as the other. Referring to Figure 1.1 the
breakeven point at which quantity the bulldozer alternative and the manual labor alternative become equal is at 500
cubic meters. We could have found this same result algebraically by writing F + NV = F' + NV' where F and V are the
fixed and variable costs for the manual method, and F' and V' are the corresponding values for the bulldozer method.
Since all values are known except N, we can solve for N using the formula N = (F' - F) / (V - V')
1.5 Minimum Cost Analyses

A similar, but different problem is the determination of the point of minimum total cost. Instead of balancing two
methods with different fixed and variable costs, the aim is to bring the sum of two costs to a minimum. We will
assume a clearing crew of 20 men is clearing road right-of-way and the following facts are available:

1. Men are paid at the rate of $0.40 per hour.

2. Time is measured from the time of leaving camp to the time of return.

3. Total walking time per man is increasing at the rate of 15 minutes per day.

4. The cost to move the camp is $50.

If the camp is moved each day, no time is lost walking, but the camp cost is $50 per day. If the camp is not moved,
on the second day 15 crew-minutes are lost or $2.00. On the third day, the total walking time has increased 30
minutes, the fourth day, 45 minutes, and so on. How often should the camp be moved assuming all other things are
equal? We could derive an algebraic expression using the sum of an arithmetic series if we wanted to solve this
problem a number of times, but for demonstration purposes we can simply calculate the average total camp cost. The
average total camp cost is the sum of the average daily cost of walking time plus the average daily cost of moving
camp. If1.1
TABLE we Average
moved camp each
daily day,
total thencost
camp average dailysum
as the costofofthe
walking
cost time would betime
of walking zeroplus
and the
the cost
costofofmoving
moving
camp
camp.would be $50.00. If we moved the camp every other day, the cost of walking time is $2.00 lost the second day,
or an average of $1.00 per day. The average daily cost of moving camp is $50 divided by 2 or $25.00. The average
total camp cost is then $26.00. If we continued this process for various numbers of days the camp remains in
location, we would obtain the results in Table 1.1.

Days camp remained in location Average Average Average total


daily cost of daily cost of camp cost
walking time moving
1 0 camp
50 50

2 1 25 26

3 2 16.67 18.67

4 3 12.5 15.5

5 4 10 14
6 5 8.33 13.33

7 6 7.14 13.14

8 7 6.25 13.25

9 8 5.56 13.56

10 9 5 14

We see the average daily cost of walking time increasing linearly and the average cost of moving camp decreasing as
the number of days the camp remains in one location increases. The minimum cost is obtained for leaving the camp in
location 7 days (Figure 1.2). This minimum cost point should only be used as a guideline as all other things are rarely
equal. An important output of the analysis is the sensitivity of the total cost to deviations from the minimum cost
point. In this example, the total cost changes slowly between 5 and 10 days. Often, other considerations which may
be difficult to quantify will affect the decision. In Section 2, we discuss balancing road costs against skidding costs.
Sometimes roads are spaced moreFigure closely1.2
together
Coststhan that indicated
for Camp Locationby Example.
the point of minimum total cost if excess
road construction capacity is available. In this case the goal may be to reduce the risk of disrupting skidding
production because of poor weather or equipment availability. Alternatively, we may choose to space roads farther
apart to reduce environmental impacts. Due to the usually flat nature of the total cost curve, the increase in total cost
is often small over a wide range of road spacings.
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME 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 -

Load Spoil to Barge, capacity 1,500m3 hours - - - - 6.50 -

Load Spoil to Barge, capacity 1,000m3 hours - - - - 5.50 -

Spoil conveyor, 600mm belt, 150m/min m3 hours - 260.00 - - 0.0038 -

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

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

60
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Crawler Shovel, 0.6m3 bucket, 50-200m2, Sand/Soil m3 hours 18.60 28.50 38.50 0.0538 0.0351 0.0260

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

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

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

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

Bulk Excavation

Excavation Bulking Factor, Sand/Soil % - 15.00 20.00 - - -

Excavation Bulking Factor, Gravel % - 33.00 - - - -

Excavation Bulking Factor, Clay/Chalk % - 40.00 - - - -

Excavation Bulking Factor, Boulder Clay % - 45.00 - - - -

Excavation Bulking Factor, Rock % - 60.00 - - - -

Spoil Weight, Rock Tonnes/m3 - 2.50 - - - -

Spoil Weight, Concrete Tonnes/m3 - 2.40 - - - -

Spoil Weight, Landfill/CDG Tonnes/m3 - 1.90 - - - -

Spoil Weight, Sand Tonnes/m3 - 1.80 - - - -

Rail Mounted Grab, 2.0m3 bucket 2.4min lift cycle m3 hours 30.00 48.00 59.00 0.0333 0.0208 0.0169

Crane Mounted Clamshell Grab, 2.0m3 bucket 2.9min lift cycle m3 hours 25.00 33.00 41.00 0.0400 0.0303 0.0244

61
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Crane Mounted Clamshell Grab, 2.5m3 bucket 2.9min lift cycle m3 hours 34.00 42.00 52.00 0.0294 0.0238 0.0192

Hydraulic Excavator, 0.3m3 bucket, Sand/Soil m3 hours 6.90 8.70 10.20 0.1449 0.1149 0.0980

Hydraulic Excavator, 0.4m3 bucket, Sand/Soil m3 hours 23.40 28.60 33.40 0.0427 0.0350 0.0299

Hydraulic Excavator, 0.5m3 bucket, Sand/Soil m3 hours 45.50 50.00 58.00 0.0220 0.0200 0.0172

Hydraulic Excavator, 0.3m3 bucket, Gravel Beds m3 hours 5.60 7.10 8.20 0.1786 0.1408 0.1220

Hydraulic Excavator, 0.4m3 bucket, Gravel Beds m3 hours 20.50 25.00 29.00 0.0488 0.0400 0.0345

Hydraulic Excavator, 0.5m3 bucket, Gravel Beds m3 hours 36.80 40.00 46.00 0.0272 0.0250 0.0217

Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk m3 hours 5.60 7.10 8.30 0.1786 0.1408 0.1205

Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk m3 hours 20.50 25.00 28.70 0.0488 0.0400 0.0348

Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk m3 hours 37.00 40.00 46.00 0.0270 0.0250 0.0217

Hydraulic Excavator, 0.3m3 bucket, Hard Ground m3 hours 4.50 6.10 7.20 0.2222 0.1639 0.1389

Hydraulic Excavator, 0.4m3 bucket, Hard Ground m3 hours 17.90 22.20 25.00 0.0559 0.0450 0.0400

Hydraulic Excavator, 0.5m3 bucket, Hard Ground m3 hours 25.70 28.60 32.90 0.0389 0.0350 0.0304

Basement Excavation

Hydraulic Excavator, 0.3m3 bucket, Sand/Soil - Basement Works m3 hours 6.40 8.00 9.40 0.1563 0.1250 0.1064

Hydraulic Excavator, 0.3m3 bucket, Gravel Beds - Basement Works m3 hours 5.50 6.90 8.10 0.1818 0.1449 0.1235

Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk - Basement Works m3 hours 5.20 6.50 7.90 0.1923 0.1538 0.1266

Hydraulic Excavator, 0.3m3 bucket, Hard Ground - Basement Works m3 hours 4.70 5.90 8.20 0.2128 0.1695 0.1220

Hydraulic Excavator, 0.4m3 bucket, Sand/Soil - Basement Works m3 hours 12.60 15.40 18.90 0.0794 0.0649 0.0529

Hydraulic Excavator, 0.4m3 bucket, Gravel Beds - Basement Works m3 hours 11.70 14.30 16.70 0.0855 0.0699 0.0599

Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk - Basement Works m3 hours 10.90 13.30 15.60 0.0917 0.0752 0.0641

Hydraulic Excavator, 0.4m3 bucket, Hard Ground - Basement Works m3 hours 9.70 11.80 14.00 0.1031 0.0847 0.0714

Hydraulic Excavator, 0.5m3 bucket, Sand/Soil - Basement Works m3 hours 18.20 20.00 23.00 0.0549 0.0500 0.0435

Hydraulic Excavator, 0.5m3 bucket, Gravel Beds - Basement Works m3 hours 16.50 18.10 20.00 0.0606 0.0552 0.0500

Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk - Basement Works m3 hours 15.40 16.70 19.30 0.0649 0.0599 0.0518

Hydraulic Excavator, 0.5m3 bucket, Hard Ground - Basement Works m3 hours 13.30 15.40 17.70 0.0752 0.0649 0.0565

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 -

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 -

62
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

Soil Mix Walls

Three Auger Drill, cement and cure m days 3.80 4.50 6.40 0.2632 0.2222 0.1563

Slurry Mix Walls

Crane grab, cement/bentonite and sheet piles m days 1.80 2.50 3.40 0.5556 0.4000 0.2941

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 -

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

Secant Piling

Construct 30m dia cofferdam, 255 piles/concrete base weeks - - - - 12.00 -

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 -

63
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -

Removable Anchors

Drill 30m shaft hours - - - - 7.00 -

Install strands/setup anchor hours - - - - 6.00 -

Grout in strands hours - - - - 2.00 -

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 backingm days - 8.40 12.0 - 0.1190 -

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 -

64
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -

Dewatering

Setup small 2 hole system days - - - 10.00 8.00 6.00

Setup large 15 hole system days - - - - 21.00 -

Calculate system times per pump pump days - 0.4000 - - 2.50 -

Setup Recharge System pump days - 0.2857 - - 3.50 -

Demolition

Weight, Structural Steel Tonnes m3 - 2.50 - - 0.4000 -

Remove & Cart away, Ceramic Wall Tiles m2 hours 2.00 2.50 3.40 0.5000 0.4000 0.2941

Remove & Cart away, Wallpaper, 1 layer m2 hours - 8.70 - - 0.1149 -

Remove & Cart away, Wallpaper, 2 layers m2 hours - 7.10 - - 0.1408 -

Remove & Cart away, Wallpaper, 3 layers m2 hours - 5.70 - - 0.1754 -

Remove & Cart away, Lathe and Plaster Ceilings m2 hours 3.20 4.60 5.00 0.3125 0.2174 0.2000

Remove & Cart away, Plaster to Walls m2 hours 2.10 3.10 5.90 0.4762 0.3226 0.1695

Remove & Cart away, External Render m2 hours - 3.90 - - 0.2564 -

Remove & Cart away, Floor Screed m2 hours - 3.20 - - 0.3125 -

Remove & Cart away, Concrete Paving m2 hours - 4.00 - - 0.2500 -

Remove & Cart away, Brickwork Walls, 1.0 brick thick m2 hours - 1.30 - - 0.7692 -

Remove & Cart away, Brickwork Walls, 0.5 brick thick m2 hours - 2.60 - - 0.3846 -

Remove & Cart away, Brickwork Walls, Sand/Lime Mortar 100 hours - 0.5556 - - 1.80 -

Remove & Cart away, Fireplace and Hearth no hours - 0.5263 - - 1.90 -

Remove & Cart away, Floor Boards m2 hours - 6.20 - - 0.1613 -

Remove & Cart away, Skirting, Architrave, Dado rail etc m hours - 16.50 - - 0.0606 -

Remove & Cart away, Staircase no hours - 0.1370 - - 7.30 -

Remove & Cart away, Windows, 0-1m2 no hours - 1.6667 - - 0.60 -

Remove & Cart away, Windows 1-2m2 no hours - 1.2500 - - 0.80 -

Remove & Cart away, Windows 2-3m2 no hours - 1.1111 - - 0.90 -

Remove & Cart away, Doors no hours - 3.3333 - - 0.30 -

Remove & Cart away, Door Frame no hours - 10.0000 - - 0.10 -

Remove & Cart away, Floor and Ceiling Joists m hours - 0.9091 - - 1.10 -

Remove & Cart away, Wall Plates m hours - 0.2564 - - 3.90 -

Remove & Cart away, Iron Bath no hours - 0.7143 - - 1.40 -

Remove & Cart away, Wash Basin/Sink no hours - 1.2500 - - 0.80 -

Remove & Cart away, Pipework including brackets etc m hours - 6.10 - - 0.1639 -

65
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Breaking Out

Concrete Slabs, unreinforced 50-150mm m3 hours 0.3125 - 0.5263 3.20 - 1.90

Concrete Slabs, unreinforced 150-300mm m3 hours 0.1818 0.2439 0.2703 5.50 4.10 3.70

Concrete Slabs, reinforced 50-150mm m3 hours 0.1923 - 0.2564 5.20 - 3.90

Concrete Slabs, reinforced 150-300mm m3 hours 0.1099 0.1613 0.2128 9.10 6.20 4.70

Concrete Walls, unreinforced m3 hours 0.2128 0.2564 0.3226 4.70 3.90 3.10

Concrete Walls, reinforced m3 hours 0.1786 0.2128 0.2564 5.60 4.70 3.90

Concrete Foundations, unreinforced m3 hours 0.2778 0.3030 0.3333 3.60 3.30 3.00

Concrete Foundations, reinforced m3 hours 0.1852 0.1961 0.2083 5.40 5.10 4.80

Concrete Beams m3 hours 0.1333 0.1538 0.1786 7.50 6.50 5.60

Concrete Columns m3 hours 0.1087 0.1220 0.1370 9.20 8.20 7.30

Tarmac paving 20-50mm thick m3 hours 0.5263 0.5882 0.6667 1.90 1.70 1.50

Tarmac paving 50-100mm thick m3 hours 0.4762 - 0.6250 2.10 - 1.60

Tarmac paving 100-150mm thick m3 hours 0.4762 - 0.5882 2.10 - 1.70

Tarmac roadway 150mm thick m3 hours - 0.2778 - - 3.60 -

Brickwork, walls and columns m3 hours 0.4167 0.5556 0.7692 2.40 1.80 1.30

Brickwork, foundations m3 hours 0.3704 0.4762 0.6667 2.70 2.10 1.50

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

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 -

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

66
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -

Steel Strutting

Horizontal heavy duty strutting no days - 0.5000 - - 2.00 -

Diagonal heavy duty strutting no days - 0.1667 - - 6.00 -

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

Beams/Columns, steelfixing, 10mm tonne hours 0.0339 0.0352 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

67
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -

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 -

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 -

68
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

Formwork

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

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

69
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

Decking

Simple Universal Beam Steel Bridge, concrete bridge deck, grano cover m days - 7.10 - - 0.1408 -

Cutting Switchboxes

Cutting in Concrete, small box no hours 7.10 9.50 12.50 0.1408 0.1053 0.0800

Cutting in Concrete, large box no hours 3.60 4.50 5.60 0.2778 0.2222 0.1786

Cutting in Brickwork, small box no hours 6.60 9.50 12.50 0.1515 0.1053 0.0800

Cutting in Brickwork, large box no hours 4.20 5.30 6.30 0.2381 0.1887 0.1587

Cutting in Lightweight Blockwork, small box no hours 20.00 23.00 25.00 0.0500 0.0435 0.0400

Cutting in Lightweight Blockwork, large box no hours 10.00 12.50 14.30 0.1000 0.0800 0.0699

Cutting in Heavyweight Blockwork, small box no hours 7.70 10.00 12.50 0.1299 0.1000 0.0800

Cutting in Heavyweight Blockwork, large box no hours 3.80 4.80 5.90 0.2632 0.2083 0.1695

Cutting Chases

Concrete, cutting by hand, < 25mm wide m hours 1.50 2.10 3.10 0.6667 0.4762 0.3226

Concrete, cutting by hand, 25-50mm wide m hours 1.20 1.60 2.50 0.8333 0.6250 0.4000

Concrete, cutting by hand, 50-75mm wide m hours 1.00 1.40 2.10 1.0000 0.7143 0.4762

Concrete, cutting by hand, 75-100mm wide m hours 0.90 1.20 1.80 1.1111 0.8333 0.5556

Concrete, cutting by machine, < 25mm wide m hours 3.10 4.00 5.80 0.3226 0.2500 0.1724

Concrete, cutting by machine, 25-50mm wide m hours 2.50 3.30 5.00 0.4000 0.3030 0.2000

Concrete, cutting by machine, 50-75mm wide m hours 2.10 2.90 4.20 0.4762 0.3448 0.2381

Concrete, cutting by machine, 75-100mm wide m hours 1.80 2.40 3.70 0.5556 0.4167 0.2703

Brickwork, cutting by hand, < 25mm wide m hours 2.10 2.70 4.10 0.4762 0.3704 0.2439

Brickwork, cutting by hand, 25-50mm wide m hours 1.60 2.30 3.50 0.6250 0.4348 0.2857

Brickwork, cutting by hand, 50-75mm wide m hours 1.40 1.90 2.80 0.7143 0.5263 0.3571

Brickwork, cutting by hand, 75-100mm wide m hours 1.20 1.60 2.50 0.8333 0.6250 0.4000

Brickwork, cutting by machine, < 25mm wide m hours 4.20 5.50 11.10 0.2381 0.1818 0.0901

Brickwork, cutting by machine, 25-50mm wide m hours 3.30 4.50 6.70 0.3030 0.2222 0.1493

Brickwork, cutting by machine, 50-75mm wide m hours 3.30 4.50 6.70 0.3030 0.2222 0.1493

Brickwork, cutting by machine, 75-100mm wide m hours 2.50 3.30 5.00 0.4000 0.3030 0.2000

Light Blockwork, cutting by hand, < 25mm wide m hours 3.80 5.00 7.70 0.2632 0.2000 0.1299

Light Blockwork, cutting by hand, 25-50mm wide m hours 3.20 4.20 6.30 0.3125 0.2381 0.1587

Light Blockwork, cutting by hand, 50-75mm wide m hours 2.60 3.40 5.30 0.3846 0.2941 0.1887

Light Blockwork, cutting by hand, 75-100mm wide m hours 2.30 3.10 4.50 0.4348 0.3226 0.2222

Light Blockwork, cutting by machine, < 25mm wide m hours 7.70 10.00 14.20 0.1299 0.1000 0.0704

Light Blockwork, cutting by machine, 25-50mm wide m hours 5.90 7.70 11.10 0.1695 0.1299 0.0901

Light Blockwork, cutting by machine, 50-75mm wide m hours 5.20 7.20 10.00 0.1923 0.1389 0.1000

Light Blockwork, cutting by machine, 75-100mm wide m hours 4.70 6.30 9.10 0.2128 0.1587 0.1099

Heavy Blockwork, cutting by hand, < 25mm wide m hours 1.90 2.60 3.80 0.5263 0.3846 0.2632

Heavy Blockwork, cutting by hand, 25-50mm wide m hours 1.60 2.10 3.20 0.6250 0.4762 0.3125

Heavy Blockwork, cutting by hand, 50-75mm wide m hours 1.30 1.80 2.70 0.7692 0.5556 0.3704

Heavy Blockwork, cutting by hand, 75-100mm wide m hours 1.20 1.50 2.30 0.8333 0.6667 0.4348

Heavy Blockwork, cutting by machine, < 25mm wide m hours 3.80 5.00 7.70 0.2632 0.2000 0.1299

Heavy Blockwork, cutting by machine, 25-50mm wide m hours 3.20 4.20 6.20 0.3125 0.2381 0.1613

Heavy Blockwork, cutting by machine, 50-75mm wide m hours 2.70 3.60 5.20 0.3704 0.2778 0.1923

Heavy Blockwork, cutting by machine, 75-100mm wide m hours 2.30 3.10 4.50 0.4348 0.3226 0.2222

70
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Cutting Back

Concrete Pile Caps, 50-300mm deep and 0.6m dia no hours 1.6667 - 3.3333 0.60 - 0.30

Concrete Pile Caps, 300-750mm deep and 0.6m dia no hours 0.6667 - 2.5000 1.50 - 0.40

Concrete Pile Caps, > 750mm deep and 0.6m dia no hours 0.5556 - 1.2500 1.80 - 0.80

Concrete Pile Caps, 50-300mm deep and 1.1m dia no hours 0.5263 - 1.2500 1.90 - 0.80

Concrete Pile Caps, 300-750mm deep and 1.1m dia no hours 0.4000 - 0.9091 2.50 - 1.10

Concrete Pile Caps, > 750mm deep and 1.1m dia no hours 0.2381 - 0.4348 4.20 - 2.30

Concrete Pile Caps, 50-300mm deep and 2.5m dia no hours 0.1087 - 0.1220 9.20 - 8.20

Concrete Pile Caps, 300-750mm deep and 2.5m dia no hours 0.0990 - 0.1053 10.10 - 9.50

Concrete Pile Caps, > 750mm deep and 2.5m dia no hours 0.0870 - 0.0980 11.50 - 10.20

Concrete, Cutting Slabs, 5-25m deep m hours - 15.20 - - 0.0658 -

Concrete, Cutting Slabs, 25-50m deep m hours - 11.50 - - 0.0870 -

Concrete, Cutting Slabs, 50-75m deep m hours - 6.70 - - 0.1493 -

Concrete, Cutting Holes, coring machine m3 hours - 0.20 - - 5.0000 -

Concrete, Cutting Back to expose couplers 0.7m slab m days - 2.50 - - 0.4000 -

Concrete Placement

Placing concrete, lorry based pump m3 hours 30.00 40.00 50.00 0.0333 0.0250 0.0200

Hollorib Decking, concrete topping m2 hours 85.00 100.00 120.00 0.0118 0.0100 0.0083

Hollorib Decking, concrete topping, incl PowerFloat m2 hours 40.00 50.00 70.00 0.0250 0.0200 0.0143

Placing Concrete, By Wheelbarrow over 1-10m m3 hours 2.10 2.30 2.50 0.4762 0.4348 0.4000

Placing Concrete, By Wheelbarrow over 10-20m m3 hours 1.50 1.80 2.10 0.6667 0.5556 0.4762

Placing Concrete, By Wheelbarrow over 20-50m m3 hours 0.80 1.10 1.50 1.2500 0.9091 0.6667

Placing Direct From Readymix Lorry, Mass Fill m3 hours 2.80 3.10 3.30 0.3571 0.3226 0.3030

Placing Direct From Readymix Lorry, 50mm Blinding m3 hours - 1.30 1.60 - 0.7692 0.6250

Placing Direct From Readymix Lorry, Ground Beams m3 hours 1.50 - 1.70 0.6667 - 0.5882

Placing Direct From Readymix Lorry, Pile Caps m3 hours 1.00 1.50 2.30 1.0000 0.6667 0.4348

Placing Direct From Readymix Lorry, Duct Walls m3 hours - 0.80 1.10 - 1.2500 0.9091

Placing Direct From Readymix Lorry, Stub Columns m3 hours - 0.40 0.60 - 2.5000 1.6667

Placing Direct From Readymix Lorry, Ground Slab m3 hours 2.10 2.30 2.60 0.4762 0.4348 0.3846

Placing Direct From Readymix Lorry,Drains Bed and Cover m3 hours - 0.90 1.00 - 1.1111 1.0000

Placing From Tower Crane, Pile Caps m3 hours 1.20 1.40 1.60 0.8333 0.7143 0.6250

Placing From Tower Crane, Mass Fill m3 hours 4.00 4.50 5.50 0.2500 0.2222 0.1818

Placing From Tower Crane, Slabs under 150mm thick m3 hours 0.90 1.30 1.70 1.1111 0.7692 0.5882

Placing From Tower Crane, Slabs over 150mm thick m3 hours 1.20 1.50 1.80 0.8333 0.6667 0.5556

Placing From Tower Crane, Trough/Coffered Slabs m3 hours 0.90 1.10 1.20 1.1111 0.9091 0.8333

Placing From Tower Crane, Stairs and Landings m3 hours 0.60 0.70 0.90 1.6667 1.4286 1.1111

Placing From Tower Crane, Blinding m3 hours 0.80 1.00 1.10 1.2500 1.0000 0.9091

Placing From Tower Crane, Beams under 150mm thick m3 hours 0.50 0.60 0.80 2.0000 1.6667 1.2500

Placing From Tower Crane, Beams over 150mm thick m3 hours 0.60 0.80 1.00 1.6667 1.2500 1.0000

Placing From Tower Crane, Walls m3 hours 0.60 1.10 1.50 1.6667 0.9091 0.6667

Placing From Tower Crane, Columns m3 hours 0.40 0.50 0.60 2.5000 2.0000 1.6667

Concrete Mixing

Concrete Weight, 1m3 Tonnes - 2.40 - - - -

Readymix Lorry, Length m - 8.30 - - - -

Readymix Lorry, Width m - 2.50 - - - -

Readymix Lorry, Height m - 3.70 - - - -

Readymix Lorry, Length Tonnes - 24.40 - - - -

Readymix Lorry, Turning Circle m - 16.40 - - - -

71
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Readymix Lorry, Allowable Access Ramp Gradient degrees - 17.00 20.00 - - -

Mixing Concrete, By Hand m3 hours - 0.30 - - 3.3333 -

Mixing Concrete, Single Drum Paddle Mixer m3 hours 158.00 180.00 210.00 0.0063 0.0056 0.0048

Mixing Concrete, Double Drum Paddle Mixer m3 hours 315.00 370.00 420.00 0.0032 0.0027 0.0024

Mixing Concrete, Single Drum Plant Pan Mixer m3 hours - 120.00 - - 0.0083 -

Mixing Concrete, Dry Mix Plant m3 hours - 90.00 - - 0.0111 -

Barrette Piles

Rule of Thumb, overall rate by Mill no hours 2.0000 0.9091 0.8333 0.50 1.10 1.20

Fabricate reinforcement cages cage hours - 0.2500 - - 4.00 -

Concreting barrette panels m3 hours 40.00 50.00 55.00 0.0250 0.0200 0.0182

Trimming top of barrette panels no days - 0.4167 - - 2.40 -

Concrete Testing, Coring Test no days 0.2500 0.2857 0.5000 4.00 3.50 2.00

Concrete Testing, Sonic Logging Test no days - 1.4286 - - 0.70 -

Bell Ground Anchors

Uncased Anchors, 10m long no days - 2.00 - - 0.5000 -

Top Cased Anchors, 15m long no days - 1.00 - - 1.0000 -

Anchors stressing no days - 2.20 - - 0.4545 -

Bored Piling

Cycle Time, 5-20m deep no days 0.1250 0.2500 0.2500 8.00 4.00 4.00

Cycle Time, 20-40m deep no days 0.1000 0.1250 - 10.00 8.00 -

Cycle Time, 40-70m deep no days 0.0400 0.1000 - 25.00 10.00 -

Cycle Time, 70-90m deep no days 0.0222 0.0400 - 45.00 25.00 -

Cycle Time, 90-135m deep no days 0.0167 0.0222 - 60.00 45.00 -

Move piling setup to next location hours - 2.00 -

Excave shaft by grab, general fill/uppr levels m hours - 3.50 - - 0.2857 -

Excave shaft by grab, sand/minor rubble m hours - 2.10 - - 0.4762 -

Excave shaft by grab, marinve/aluvium m hours - 2.50 - - 0.4000 -

Excave shaft by grab/RCD, CDT m hours - 0.50 - - 2.0000 -

Excave shaft by grab/RCD, CDG <150 m hours - 1.50 - - 0.6667 -

Excave shaft by RCD, CDG 150-200 m hours - 1.00 - - 1.0000 -

Excave shaft by RCD, CDG >200/gravel m hours - 0.50 - - 2.0000 -

Excave shaft by RCD/Chisel, corestones m hours - 0.50 - - 2.0000 -

Excave Rock Socket by RCD, grade IV/V rock m hours - 0.20 0.30 - 5.0000 3.3333

Excave Rock Socket by RCD, grade II/III rock m hours - 0.10 0.20 - 10.0000 5.0000

Excave Rock Socket by RCD, tendering rate m hours - 0.10 - - 10.0000 -

Add/remove RCD plant hours - - - - 2.00 -

Add/remove RCD drill string/drill bit hours - - - - 5.00 -

Remove Obstruction, above water hand hammers m hours - 0.80 - - 1.2500 -

Remove Obstruction, below water heavy chisel m hours - 0.50 - - 2.0000 -

Concrete Plug, RCD off/tremmie/concrete/cure/RCD on hours - - - 60.00 53.00 50.00

Install air lift tremmie tube hours - - - - 5.00 -

Fabricate reinforcement cages cage hours - 0.4000 - - 2.50 -

Install reinforcement cages no hours - 0.5000 - - 2.00 -

Shaft cleaning, air lifting after excavation hours - - - - 8.0 -

Shaft cleaning, air lifting after cage installed hours - - - - 2.0 -

Shaft concreting/extract casing 5-70m deep hours - - - - 12.0 -

Shaft concreting/extract casing 70-95m deep hours - - - - 14.0 -

Shaft concreting/extract casing 95-135m deep hours - - - - 48.0 -

72
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Concrete curing prior to remove telescopic casing hours - - - - 72.0 -

Concrete Testing, Coring Test m hours - 3.20 2.20 - 0.3125 0.4545

Concrete Testing, Sonic Logging Test no hours - 0.4000 - - 2.50 -

Concrete Testing, Vibration Test no hours - 0.1538 - - 6.50 -

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

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 -

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 -

Slates and Tiling

73
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

74
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Tiled Roofs, Concrete Tiles m2 days - 52.00 - - 0.0192 -

Tiled Roofs, Clay Pan Tiles m2 days - 26.00 - - 0.0385 -

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 -

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 -

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 -

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

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


75
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Granite Wall Panels, First Fix m2 hours - 1.30 - - 0.7692 -

Granite Wall Panels, Second Fix m2 hours - 1.10 - - 0.9091 -

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 -

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 -

Plastering

Browning (undercoat), Internal Walls under 2.5m high m2 hours 2.20 2.80 3.10 0.4545 0.3571 0.3226

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 -

76
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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

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 -

77
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -

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 -

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 -

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

Clay, quarry Tiles, large areas, little cutting m2 hours - 2.20 2.80 - 0.4545 0.3571

78
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

Doors and Windows

Mastic Pointing to Frames m hours - 9.50 - - 0.1053 -

Fix Metal and Timber Windows After Wall Complete m2 hours - 2.00 - - 0.5000 -

Window Glazing m2 hours - 1.30 - - 0.7692 -

Window Glazing, Single Glazed Units m2 hours - 2.00 - - 0.5000 -

Window Glazing, Double Glazed Units m2 hours - 1.30 - - 0.7692 -

Blockwork

Thermalite Blockwork, under 100mm thick m2 hours 1.80 2.50 3.20 0.5556 0.4000 0.3125

Thermalite Blockwork, under 100-150mm thick m2 hours 1.40 1.90 2.50 0.7143 0.5263 0.4000

Thermalite Blockwork, over 150mm thick m2 hours 1.20 1.60 2.10 0.8333 0.6250 0.4762

Lightweight Concrete Blockwork, under 100mm thick m2 hours 1.50 2.20 2.90 0.6667 0.4545 0.3448

Lightweight Concrete Blockwork, under 100-150mm thick m2 hours 1.40 1.90 2.10 0.7143 0.5263 0.4762

Lightweight Concrete Blockwork, over 150mm thick m2 hours 1.20 1.60 2.00 0.8333 0.6250 0.5000

Heavyweight Concrete Blockwork, under 100mm thick m2 hours 1.40 2.10 2.90 0.7143 0.4762 0.3448

Heavyweight Concrete Blockwork, under 100-150mm thick m2 hours 1.20 1.60 2.10 0.8333 0.6250 0.4762

Heavyweight Concrete Blockwork, over 150mm thick m2 hours 1.10 1.40 1.80 0.9091 0.7143 0.5556

Face Finish, Raked Out m2 hours - 71.40 - - 0.0140 -

Face Finish, Bag Rubbed m2 hours - 29.40 - - 0.0340 -

Face Finish, Flush Pointing m2 hours - 17.60 - - 0.0568 -

Curtain Walling

Vertical Glazed Lights, 6m x 2.5m m2 days - 14.50 - - 0.0690 -

Vertical Glazed Walls, large scale m2 days - 70.00 - - 0.0143 -

Clerestory Frame/Glazing, 3m x 4m m2 days - 28.00 - - 0.0357 -

Oriel Window Frame/Glazing, 4m x 2m m2 days - 35.00 - - 0.0286 -

Glazed Curtain Wall, First Fix m2 hours - 1.20 - - 0.8333 -

Glazed Curtain Wall, Second Fix m2 hours - 1.10 - - 0.9091 -

High Quality Glazed Curtain Walling m2 days - 25.00 - - 0.0400 -

Concrete Finishing

Surface Finishing, Steel Float By Hand m2 hours 9.20 13.90 25.00 0.1087 0.0719 0.0400

Surface Finishing, Wood Float By Hand m2 hours 11.70 17.20 29.40 0.0855 0.0581 0.0340

Surface Finishing, Power Float m2 hours 13.90 20.80 37.00 0.0719 0.0481 0.0270

Surface Finishing, Light Brush on Trowel m2 hours 55.80 90.10 170.00 0.0179 0.0111 0.0059

Surface Finishing, Brush on Trowel Margin m2 hours 28.80 48.50 85.00 0.0347 0.0206 0.0118

Surface Finishing, Sprayed By Pump, expose aggregate m2 hours 65.00 95.00 145.00 0.0154 0.0105 0.0069

79
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Surface Finishing, Wire Brush, expose aggregate m2 hours 15.00 25.00 30.00 0.0667 0.0400 0.0333

Making Good Walls, prepare, shutter, pour m2 hours - 5.50 8.60 - 0.1818 0.1163

Making Good Columns, prepare, shutter, pour m2 hours - 2.80 6.90 - 0.3571 0.1449

Making Good Sides of Beams, prepare, shutter, pour m2 hours - 2.80 7.00 - 0.3571 0.1429

Making Good Slab Soffits, prepare, shutter, pour m2 hours - 4.20 5.50 - 0.2381 0.1818

Making Good Bolt Holes, prepare, shutter, pour no/hr hours 14.80 16.80 25.80 0.0676 0.0595 0.0388

Making Good Rubdown Precast Concrete, prepare, shutter, pour m2 hours - 18.00 - - 0.0556 -

Making Good Scabble 3 head brush hammer, prepare, shutter, pour m2 hours 30.70 59.50 73.80 0.0326 0.0168 0.0136

Commercial Kitchen

Overall Installation for 100 persons or 50m2 wks - - - - 3.00 -

Overall Installation for 500 persons or 150m2 wks - - - - 5.00 -

Overall Installation for 1000 persons or 250m2 wks - - - - 8.00 -

Install Ovens, friers and large mixers etc mandays - - - - 1.00 -

Install Sinks, bain maries and washers etc mandays - - - - 2.00 -

Ceiling Finishes

Suspended Ceilings, office situations m2 hours - 2.60 3.50 - 0.3846 0.2857

Suspended Ceilings, First Fix m2 hours - 0.70 - - 1.4286 -

Suspended Ceilings, Second Fix m2 hours - 1.20 - - 0.8333 -

Carpentry Final Fixing

Windows, Softwood, 3.0-7.0m2 no hours 1.6667 2.5000 3.3333 0.60 0.40 0.30

Windows, Softwood, 7.0-10.0m2 no hours 0.7692 1.1111 1.6667 1.30 0.90 0.60

Windows, Hardwood, 1.0-3.0m2 no hours 2.5000 3.3333 - 0.40 0.30 -

Windows, Hardwood, 3.0-7.0m2 no hours 1.4286 2.0000 2.5000 0.70 0.50 0.40

Windows, Hardwood, 7.0-10.0m2 no hours 0.6250 0.8333 1.4286 1.60 1.20 0.70

Windows, Aluminum, 1.0-3.0m2 no hours 5.0000 3.3333 - 0.20 0.30 -

Windows, Aluminum, 3.0-7.0m2 no hours 2.0000 2.5000 3.3333 0.50 0.40 0.30

Windows, Aluminum, 7.0-10.0m2 no hours 0.8333 1.2500 2.0000 1.20 0.80 0.50

Windows, Steel, 1.0-3.0m2 no hours 2.5000 3.3333 5.0000 0.40 0.30 0.20

Windows, Steel, 3.0-7.0m2 no hours 0.8333 1.6667 2.0000 1.20 0.60 0.50

Windows, Steel, 7.0-10.0m2 no hours 0.7143 0.8333 1.0000 1.40 1.20 1.00

Window Boards, nailed m hours - 3.3333 5.0000 - 0.30 0.20

Window Boards, screwed m hours - 2.5000 3.3333 - 0.40 0.30

Mouldings, Softwood, Nailed m hours - 6.30 8.50 - 0.1587 0.1176

Mouldings, Softwood, Screwed m hours - 4.60 5.60 - 0.2174 0.1786

Mouldings, Softwood, Gun Nailed m hours - 8.20 11.10 - 0.1220 0.0901

Mouldings, Hardwood, Nailed m hours - 3.30 5.50 - 0.3030 0.1818

Mouldings, Hardwood, Screwed m hours - 2.40 3.70 - 0.4167 0.2703

Mouldings, Hardwood, Gun Nailed m hours - 8.50 11.30 - 0.1176 0.0885

Skirting, Aluminum, Screwed 150-300mm centres m hours - 7.60 - - 0.1316 -

Skirting, Aluminum, Screwed 300-450mm centres m hours - 4.50 - - 0.2222 -

Skirting, Plastic, Adhesive Fixing m hours - 8.60 - - 0.1163 -

Architrave Mouldings m hours 9.50 12.20 18.20 0.1053 0.0820 0.0549

Architrave, Fix to Doors door hours - 0.8333 - - 1.20 -

Door Stop Mouldings m hours 10.10 16.90 25.00 0.0990 0.0592 0.0400

Glazed Bead Mouldings m hours 15.50 18.60 20.40 0.0645 0.0538 0.0490

Hanging Doors, Softwood, Single Pair Butts no hours 0.7692 1.1111 1.6667 1.30 0.90 0.60

Hanging Doors, Hardwood, Single Pair Butts no hours 0.5263 0.8333 1.1111 1.90 1.20 0.90

Cut Mortice to Receive Lock, Softwood no hours - 5.0000 - - 0.20 -

80
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Cut Mortice to Receive Lock, Hardwood no hours - 1.6667 - - 0.60 -

Cut & Fix Formica Bath Panel no hours - 2.5000 - - 0.40 -

Kitchen Cupboards, Floor Units no hours - 1.2500 1.6667 - 0.80 0.60

Kitchen Cupboards, Wall Units no hours - 1.4286 2.0000 - 0.70 0.50

Kitchen Cupboards, Shelf Units no hours - - 1.4286 - 0.8 0.70

Staircase, pre-made, simple, straight flight no hours 0.5263 0.6667 0.9091 1.90 1.50 1.10

Staircase, pre-made, 2 straight flights, 1 landing no hours 0.2703 0.3448 0.3846 3.70 2.90 2.60

Staircase, pre-made, 2 straight flights, 2 landings no hours - 0.1587 - - 6.30 -

Staircase, Balustrades/Handrails, fix horizontal no hours 0.8333 1.6667 10.0000 1.20 0.60 0.10

Staircase, Balustrades/Handrails, fix raking no hours 1.1111 2.0000 3.3333 0.90 0.50 0.30

Staircase, Cut and Fix Newel to Walls no hours 1.1111 - 5.0000 0.90 - 0.20

Windows, Softwood, 1.0-3.0m2 no hours 3.3333 5.0000 - 0.30 0.20 -

Raised Flooring, metal system m2 hours - 0.50 - - 2.0000 -

Carpentry Carcassing

Windows, Timber Frames for Bricklaying no hours 0.9091 2.0000 10.0000 1.10 0.50 0.10

Windows, Drill, Screw & Plug extra over no hours 3.3333 10.0000 - 0.30 0.10 -

Door Frames, Softwood, 1.0-3.0m2 no hours - 5.0000 - - 0.20 -

Door Frames, Softwood, 3.0-7.0m2 no hours 2.0000 2.5000 - 0.50 0.40 -

Door Frames, Softwood, 7.0-10.0m2 no hours 0.8333 1.2500 - 1.20 0.80 -

Door Frames, Hardwood, 1.0-3.0m2 no hours - 3.3333 - - 0.30 -

Door Frames, Hardwood, 3.0-7.0m2 no hours 1.6667 3.3333 - 0.60 0.30 -

Door Frames, Hardwood, 7.0-10.0m2 no hours 0.7143 1.0000 - 1.40 1.00 -

Erect Water Tank Platform no hours - 2.30 - - 0.4348 -

Fix Studding For Bath m hours - 10.00 - - 0.10 -

Cut Access Hatch no hours - 0.30 - - 3.3333 -

Floor Joists, under 3m no hours 9.00 9.60 11.60 0.1111 0.1042 0.0862

Floor Joists, 3.0-4.5m no hours 6.80 7.20 9.70 0.1471 0.1389 0.1031

Floor Joists, 4.5-6.0m no hours 5.50 5.80 7.30 0.1818 0.1724 0.1370

Ceiling Joists, under 3m no hours 12.80 14.00 14.70 0.0781 0.0714 0.0680

Ceiling Joists, 3.0-4.5m no hours 10.80 12.10 12.60 0.0926 0.0826 0.0794

Ceiling Joists, 4.5-6.0m no hours 9.60 10.80 11.10 0.1042 0.0926 0.0901

Ceiling Joists, Notch to Beams no hours 20.00 25.00 28.50 0.0500 0.0400 0.0351

Ceiling Joists, Pack Joist Ends no hours 20.10 23.80 26.30 0.0498 0.0420 0.0380

Ceiling Joists, Nailing Joists together m hours - 23.00 - - 0.0435 -

Ceiling Joists, Bolting Joists Together m hours - 12.60 - - 0.0794 -

Floor Boards, Butt Jointed m2 hours - 1.70 - - 0.5882 -

Floor Boards, T&G Boards, under 75mm wide m2 hours - 3.40 - - 0.2941 -

Floor Boards, T&G Boards, 75-100mm wide m2 hours - 3.80 - - 0.2632 -

Floor Boards, T&G Boards, 100-125mm wide m2 hours - 4.20 - - 0.2381 -

Floor Boards, T&G Boards, 125-150mm wide m2 hours - 5.50 - - 0.1818 -

Plywood Sheeting, Butt Jointed, nailed m2 hours - 9.10 10.20 - 0.1099 0.0980

Plywood Sheeting, Butt Jointed, screwed m2 hours - 4.10 4.80 - 0.2439 0.2083

Plywood Sheeting, T&G Jointed, nailed m2 hours - 8.30 9.10 - 0.1205 0.1099

Plywood Sheeting, T&G Jointed, screwed m2 hours - 4.00 4.60 - 0.2500 0.2174

Chipboard Sheeting, Butt Jointed, nailed m2 hours - 10.00 11.50 - 0.1000 0.0870

Chipboard Sheeting, Butt Jointed, screwed m2 hours - 5.10 5.80 - 0.1961 0.1724

Chipboard Sheeting, T&G Jointed, nailed m2 hours - 9.30 9.10 - 0.1075 0.1099

Chipboard Sheeting, T&G Jointed, screwed m2 hours - 5.50 5.90 - 0.1818 0.1695

Carpentry & Joinery

Formwork to Soffit of Manhole m2 hours - 1.80 - - 0.5556 -

Formwork to Walls of Manhole m2 hours 11.20 14.20 20.20 0.0893 0.0704 0.0495

81
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Formwork to Road Edges, straight m hours - 7.70 - - 0.1299 -

Formwork to Road Edges, curves m hours - 6.20 - - 0.1613 -

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 -

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 -

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 -

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 -

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 -

Manholes and Gulleys

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 -

82
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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

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 -

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 -

83
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, 0-5m run m hours - 2.10 - - 0.4762 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, 5-30m run m hours - 2.60 - - 0.3846 -

Stoneware Drainage, Cement/Sand Joints, 225mm dia, over 30m run m hours - 3.10 - - 0.3226 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, 0-5m run m hours - 1.40 - - 0.7143 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, 5-30m run m hours - 1.70 - - 0.5882 -

Stoneware Drainage, Cement/Sand Joints, 300mm dia, over 30m run m hours - 2.40 - - 0.4167 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, 0-5m run m hours - 1.10 - - 0.9091 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, 5-30m run m hours - 1.30 - - 0.7692 -

Stoneware Drainage, Cement/Sand Joints, over 375mm dia, over 30m run m hours - 1.60 - - 0.6250 -

Stoneware Drainage, Flexible Joints, 75mm dia, 0-5m run m hours - 8.30 - - 0.1205 -

Stoneware Drainage, Flexible Joints, 75mm dia, 5-30m run m hours - 10.00 - - 0.1000 -

Stoneware Drainage, Flexible Joints, 75mm dia, over 30m run m hours - 12.50 - - 0.0800 -

Stoneware Drainage, Flexible Joints, 100mm dia, 0-5m run m hours - 7.70 - - 0.1299 -

Stoneware Drainage, Flexible Joints, 100mm dia, 5-30m run m hours - 9.10 - - 0.1099 -

Stoneware Drainage, Flexible Joints, 100mm dia, over 30m run m hours - 10.00 - - 0.1000 -

Stoneware Drainage, Flexible Joints, 150mm dia, 0-5m run m hours - 5.20 - - 0.1923 -

Stoneware Drainage, Flexible Joints, 150mm dia, 5-30m run m hours - 6.20 - - 0.1613 -

Stoneware Drainage, Flexible Joints, 150mm dia, over 30m run m hours - 7.70 - - 0.1299 -

Stoneware Drainage, Flexible Joints, 225mm dia, 0-5m run m hours - 2.70 - - 0.3704 -

Stoneware Drainage, Flexible Joints, 225mm dia, 5-30m run m hours - 3.30 - - 0.3030 -

Stoneware Drainage, Flexible Joints, 225mm dia, over 30m run m hours - 4.00 - - 0.2500 -

Stoneware Drainage, Flexible Joints, 300mm dia, 0-5m run m hours - 1.70 - - 0.5882 -

Stoneware Drainage, Flexible Joints, 300mm dia, 5-30m run m hours - 2.10 - - 0.4762 -

Stoneware Drainage, Flexible Joints, 300mm dia, over 30m run m hours - 2.50 - - 0.4000 -

Stoneware Drainage, Flexible Joints, over 375mm dia, 0-5m run m hours - 1.40 - - 0.7143 -

Stoneware Drainage, Flexible Joints, over 375mm dia, 5-30m run m hours - 1.60 - - 0.6250 -

Stoneware Drainage, Flexible Joints, over 375mm dia, over 30m run m hours - 2.10 - - 0.4762 -

PVC, Stoneware, Pitch Fibre & Concrete Joints no minutes - 0.4167 - - 2.40 -

Pitch Fibre Pipes, 75mm dia, 0-5m run m hours - 9.10 - - 0.1099 -

Pitch Fibre Pipes, 75mm dia, 5-30m run m hours - 16.60 - - 0.0602 -

Pitch Fibre Pipes, 75mm dia, over 30m run m hours - 20.00 - - 0.0500 -

Pitch Fibre Pipes, 100mm dia, 0-5m run m hours - 9.10 - - 0.1099 -

Pitch Fibre Pipes, 100mm dia, 5-30m run m hours - 16.60 - - 0.0602 -

Pitch Fibre Pipes, 100mm dia, over 30m run m hours - 20.00 - - 0.0500 -

Pitch Fibre Pipes, 150mm dia, 0-5m run m hours - 6.60 - - 0.1515 -

Pitch Fibre Pipes, 150mm dia, 5-30m run m hours - 12.50 - - 0.0800 -

Pitch Fibre Pipes, 150mm dia, over 30m run m hours - 14.30 - - 0.0699 -

Pitch Fibre Pipes, 200mm dia, 0-5m run m hours - 6.20 - - 0.1613 -

Pitch Fibre Pipes, 200mm dia, 5-30m run m hours - 11.10 - - 0.0901 -

Pitch Fibre Pipes, 200mm dia, over 30m run m hours - 12.50 - - 0.0800 -

Pitch Fibre Pipes, 225mm dia, 0-5m run m hours - 5.80 - - 0.1724 -

Pitch Fibre Pipes, 225mm dia, 5-30m run m hours - 10.00 - - 0.1000 -

Pitch Fibre Pipes, 225mm dia, over 30m run m hours - 12.10 - - 0.0826 -

Hepsleve Rubber Joint System, 75mm dia, 0-5m run m hours - 12.50 - - 0.0800 -

Hepsleve Rubber Joint System, 75mm dia, 5-30m run m hours - 14.30 - - 0.0699 -

Hepsleve Rubber Joint System, 75mm dia, over 30m run m hours 11.20 16.60 30.10 0.0893 0.0602 0.0332

Hepsleve Rubber Joint System, 100mm dia, 0-5m run m hours - 10.00 - - 0.1000 -

Hepsleve Rubber Joint System, 100mm dia, 5-30m run m hours - 12.50 - - 0.0800 -

Hepsleve Rubber Joint System, 100mm dia, over 30m run m hours - 14.30 - - 0.0699 -

84
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

Hepsleve Rubber Joint System, 150mm dia, 0-5m run m hours - 7.10 - - 0.1408 -

Hepsleve Rubber Joint System, 150mm dia, 5-30m run m hours - 9.10 - - 0.1099 -

Hepsleve Rubber Joint System, 150mm dia, over 30m run m hours 8.30 10.00 13.80 0.1205 0.1000 0.0725

Hepsleve Rubber Joint System, 225mm dia, 0-5m run m hours - 6.80 - - 0.1471 -

Hepsleve Rubber Joint System, 225mm dia, 5-30m run m hours - 4.50 - - 0.2222 -

Hepsleve Rubber Joint System, 225mm dia, over 30m run m hours - 5.50 - - 0.1818 -

Hepsleve Rubber Joint System, 300mm dia, 0-5m run m hours - 2.50 - - 0.4000 -

Hepsleve Rubber Joint System, 300mm dia, 5-30m run m hours - 2.90 - - 0.3448 -

Hepsleve Rubber Joint System, 300mm dia, over 30m run m hours - 3.70 - - 0.2703 -

Hepsleve Rubber Joint System, over 375mm dia, 0-5m run m hours - 1.90 - - 0.5263 -

Hepsleve Rubber Joint System, over 375mm dia, 5-30m run m hours - 2.30 - - 0.4348 -

Hepsleve Rubber Joint System, over 375mm dia, over 30m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 375mm dia, 0-5m run m hours - 2.80 - - 0.3571 -

Concrete Pipes, 1.5m pipes, 375mm dia, 5-30m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 1.5m pipes, 375mm dia, over 30m run m hours - 3.80 - - 0.2632 -

Concrete Pipes, 1.5m pipes, 450mm dia, 0-5m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 450mm dia, 5-30m run m hours - 3.20 - - 0.3125 -

Concrete Pipes, 1.5m pipes, 450mm dia, over 30m run m hours - 3.60 - - 0.2778 -

Concrete Pipes, 1.5m pipes, 525mm dia, 0-5m run m hours - 2.50 - - 0.4000 -

Concrete Pipes, 1.5m pipes, 525mm dia, 5-30m run m hours - 2.90 - - 0.3448 -

Concrete Pipes, 1.5m pipes, 525mm dia, over 30m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 1.5m pipes, 600mm dia, 0-5m run m hours - 2.40 - - 0.4167 -

Concrete Pipes, 1.5m pipes, 600mm dia, 5-30m run m hours - 2.70 - - 0.3704 -

Concrete Pipes, 1.5m pipes, 600mm dia, over 30m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 1.5m pipes, 675mm dia, 0-5m run m hours - 2.20 - - 0.4545 -

Concrete Pipes, 1.5m pipes, 675mm dia, 5-30m run m hours - 2.60 - - 0.3846 -

Concrete Pipes, 1.5m pipes, 675mm dia, over 30m run m hours - 2.90 - - 0.3448 -

Concrete Pipes, 1.5m pipes, 750mm dia, 0-5m run m hours - 1.10 - - 0.9091 -

Concrete Pipes, 1.5m pipes, 750mm dia, 5-30m run m hours - 2.40 - - 0.4167 -

Concrete Pipes, 1.5m pipes, 750mm dia, over 30m run m hours - 2.50 - - 0.4000 -

Concrete Pipes, 1.5m pipes, 1,050mm dia m days - 2.90 4.20 - 0.3448 0.2381

Concrete Pipes, 1.5m pipes, 1,500mm dia m days - 2.50 3.80 - 0.4000 0.2632

Concrete Pipes, 1.5m pipes, 1,800mm dia m days - 2.10 2.60 - 0.4762 0.3846

Concrete Pipes, 2.5m pipes, 375mm dia, 0-5m run m hours - 3.60 - - 0.2778 -

Concrete Pipes, 2.5m pipes, 375mm dia, 5-30m run m hours - 4.30 - - 0.2326 -

Concrete Pipes, 2.5m pipes, 375mm dia, over 30m run m hours - 5.00 8.00 - 0.2000 0.1250

Concrete Pipes, 2.5m pipes, 450mm dia, 0-5m run m hours - 3.40 - - 0.2941 -

Concrete Pipes, 2.5m pipes, 450mm dia, 5-30m run m hours - 4.10 - - 0.2439 -

Concrete Pipes, 2.5m pipes, 450mm dia, over 30m run m hours - 4.50 9.00 - 0.2222 0.1111

Concrete Pipes, 2.5m pipes, 525mm dia, 0-5m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 2.5m pipes, 525mm dia, 5-30m run m hours - 3.80 - - 0.2632 -

Concrete Pipes, 2.5m pipes, 525mm dia, over 30m run m hours - 4.10 - - 0.2439 -

Concrete Pipes, 2.5m pipes, 600mm dia, 0-5m run m hours - 3.00 - - 0.3333 -

Concrete Pipes, 2.5m pipes, 600mm dia, 5-30m run m hours - 3.50 - - 0.2857 -

Concrete Pipes, 2.5m pipes, 600mm dia, over 30m run m hours - 4.00 - - 0.2500 -

Concrete Pipes, 2.5m pipes, 675mm dia, 0-5m run m hours - 2.80 - - 0.3571 -

Concrete Pipes, 2.5m pipes, 675mm dia, 5-30m run m hours - 3.30 - - 0.3030 -

Concrete Pipes, 2.5m pipes, 675mm dia, over 30m run m hours - 3.70 - - 0.2703 -

Concrete Pipes, 2.5m pipes, 750mm dia, 0-5m run m hours - 2.60 - - 0.3846 -

Concrete Pipes, 2.5m pipes, 750mm dia, 5-30m run m hours - 3.10 - - 0.3226 -

Concrete Pipes, 2.5m pipes, 750mm dia, over 30m run m hours - 3.60 - - 0.2778 -

Lay Shingle Around Pipework, under 150mm dia m hours - 7.00 - - 0.1429 -

Lay Shingle Around Pipework, over 150mm dia m hours 4.00 5.50 9.00 0.2500 0.1818 0.1111

Concrete Road surfacing

85
PRODUCTION RATES
PRODUCTION RATES (Qty per Time) PRODUCTION RATES (Time per Quantity)
UNIT FOR UNIT FOR
ITEM NO. DESCRIPTION REMARKS
QUANTITY TIME Slow Average Fast Slow Average Fast

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 -

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 -

86
PRODUCTION RATES

ITEM NO. DESCRIPTION PAGE NO.

1.0 Excavate and Remove 1

2.0 Trench Excavation 1

3.0 Spread and Level 1

4.0 Small or Deep Excavation 2

5.0 Rock Tunnels 2

6.0 Bulk Excavation 2

7.0 Basement Excavation 3

8.0 Working Platforms 3

9.0 Underpinning 3

10.0 Tower Cranes 3

11.0 Soil Mix Walls 4

12.0 Slurry Mix Walls 4

13.0 Site Clearance 4

14.0 Sheet Piling 4

15.0 Secant Piling 4

16.0 Rule of Thumb 4

17.0 Removable Anchors 5

18.0 NATM Tunnels 5

19.0 Fencing Works 5

20.0 Dewatering 6

21.0 Demolition 6

22.0 Breaking Out 6

23.0 Site Investigation 7

24.0 Waterproofing 7

25.0 Trackwork 7

26.0 Structural Steelwork 7

27.0 Steel Strutting 8

28.0 Reinforcement Ratios 8

29.0 Reinforcement 8

30.0 Post Tensioning 9

31.0 Metal Decking 9

32.0 Land Drains 9

33.0 Formwork 9

34.0 Decking 10

35.0 Cutting Switchboxes 10

36.0 Cutting Chases 11

37.0 Cutting Back 11

38.0 Concrete Placement 12

39.0 Concrete Mixing 12

40.0 Barrette Piles 12

41.0 Bell Ground Anchors 12

42.0 Bored Piling 13

87 of 90
PRODUCTION RATES

ITEM NO. DESCRIPTION PAGE NO.

43.0 Timber Frames 13

44.0 Steel Frames 14

45.0 Slates and Tiling 14

46.0 Sheeted Roofs 15

47.0 Flat and Layered Roofs 15

48.0 Wallpapering 15

49.0 Wall Finishes 15

50.0 Stonework 15

51.0 Screeding 16

52.0 Restoration Works 16

53.0 Rendering 16

54.0 Plastering 16

55.0 Plasterboard 16

56.0 Partitioning 16

57.0 Painting 17

58.0 Landscaping 18

59.0 Kerbs & Paving 18

60.0 Floor Finishes 18

61.0 Doors and Windows 19

62.0 Blockwork 19

63.0 Curtain Walling 19

64.0 Concrete Finishing 19

65.0 Commercial Kitchen 20

66.0 Ceiling Finishes 20

67.0 Carpentry Final Fixing 20

68.0 Carpentry Carcassing 21

69.0 Carpentry & Joinery 21

70.0 Power Supply 21

71.0 Electrical System 22

72.0 Rainwater Works 22

73.0 Manholes and Gulleys 22

74.0 Lift Installation 23

75.0 Escalators 23

76.0 Drainage 23

77.0 Concrete Road surfacing 25

78.0 Basecourse Production Rates 25

79.0 Ground Compaction 25

88 of 90
PRODUCTION RATES
Table of Contents

ITEM NO. DESCRIPTION PAGE NO.

1.0 Barrette Piles 12

2.0 Basecourse Production Rates 25

3.0 Basement Excavation 3

4.0 Bell Ground Anchors 12

5.0 Blockwork 19

6.0 Bored Piling 13

7.0 Breaking Out 6

8.0 Bulk Excavation 2

9.0 Carpentry & Joinery 21

10.0 Carpentry Carcassing 21

11.0 Carpentry Final Fixing 20

12.0 Ceiling Finishes 20

13.0 Commercial Kitchen 20

14.0 Concrete Finishing 19

15.0 Concrete Mixing 12

16.0 Concrete Placement 12

17.0 Concrete Road surfacing 25

18.0 Curtain Walling 19

19.0 Cutting Back 11

20.0 Cutting Chases 11

21.0 Cutting Switchboxes 10

22.0 Decking 10

23.0 Demolition 6

24.0 Dewatering 6

25.0 Doors and Windows 19

26.0 Drainage 23

27.0 Electrical System 22

28.0 Escalators 23

1.0 Excavate and Remove 1

2.0 Fencing Works 5

3.0 Flat and Layered Roofs 15

4.0 Floor Finishes 18

5.0 Formwork 9

6.0 Ground Compaction 25

7.0 Kerbs & Paving 18

8.0 Land Drains 9

9.0 Landscaping 18

10.0 Lift Installation 23

11.0 Manholes and Gulleys 22

12.0 Metal Decking 9

13.0 NATM Tunnels 5

14.0 Painting 17

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PRODUCTION RATES
Table of Contents

ITEM NO. DESCRIPTION PAGE NO.

15.0 Partitioning 16

16.0 Plasterboard 16

17.0 Plastering 16

18.0 Post Tensioning 9

19.0 Power Supply 21

20.0 Rainwater Works 22

21.0 Reinforcement 8

22.0 Reinforcement Ratios 8

23.0 Removable Anchors 5

24.0 Rendering 16

25.0 Restoration Works 16

26.0 Rock Tunnels 2

27.0 Rule of Thumb 4

28.0 Screeding 16

29.0 Secant Piling 4

30.0 Sheet Piling 4

31.0 Sheeted Roofs 15

32.0 Site Clearance 4

33.0 Site Investigation 7

34.0 Slates and Tiling 14

35.0 Slurry Mix Walls 4

36.0 Small or Deep Excavation 2

37.0 Soil Mix Walls 4

38.0 Spread and Level 1

39.0 Steel Frames 14

40.0 Steel Strutting 8

41.0 Stonework 15

42.0 Structural Steelwork 7

43.0 Timber Frames 13

44.0 Tower Cranes 3

45.0 Trackwork 7

46.0 Trench Excavation 1

47.0 Underpinning 3

48.0 Wall Finishes 15

49.0 Wallpapering 15

50.0 Waterproofing 7

51.0 Working Platforms 3

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