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Work Description ActivityFABRICATION
INSTALLATION
CARPENTRY BATTENS
CAULKING TO OPENINGS
DECKING TIMBER
DOOR/WINDOW OPENING FRAME
FIXINGS
GROUNDS/FURRING
INSTALATION
AIR CONDITIONING DUCTWORK
INTERIOR TRIM
REVEAL LININGS
ROOF FRAMING
SHELVING
SIGNS
WALL FRAMING Also refer ‘Wall – Internal Dry
CLEARING SITE CLEAR TREES & BRUSH
REMOVE TREES STUMPS
REMOVE TREES
TURF
CONCRETE Rule of thumb:
BLINDING
CONCRETE JOINT
CONCRETE POURS
CONCRETE FINISHING
COOL ROOM / FEEZER
DEMOLITION
FLOORING
INTERNAL WALLS
MASONRY
PAVING
REINFORCED CONCRET
ROOFING
DOORS/DOOR FRAMES B1-FOLD
DOOR FRAMES
ENTERIOR DOORS
DOORS/DOOR FRAMES HARDWARE
HUFCOR DOORS
ROLLER SHUTTERS
SCREEN DOORSTRONGROOM DOORS
ELECTRICAL AUDIO
CABLE
CABLE TRAY
COMMUNICATIONS
CONDUIT
FIT OUT
EXCAVATION BACKFILL ONLY – NO COMPACTION
BACKFILL, SPREAD & LEVEL
BACKFILL.REFILL & COMPACT
BULK EXCAVATION
DETAILED EXCAVATION
OVER AREA
FENCHING
FORMWORK Rule of thumbs:
CONVETIONAL
CRANEABLE SHUTTERS
PAN FORMS
PREFABRICATED
STRIP & CLEAN
GLAZING CLEAN GLASS
ENTRANCE/SHOPFRONTS
MIRRORSPANES
GRANOLITHIC TOPPING COVINGDIVISION STRIPFLOOR
MATWELL FRAME
STAIR TREADS & RISERS
HYDRAULICS DRAINAGE
PLUMBING
IRRIGATION SYSTEMS LEAKY PIPE
MICRO SPRAY SYSTEM
LIFT & ELEVATORS
LINE MARKINGRUBBERISED
LINOLEUM
NEOPARIESOPALISED GLASS
MASONRY BLOCK
CLEANING WALLSBLOCK WALLS
BRICK
COPING
LINTEL
RANDOM RUBBLE WALLING
SILL
METALWORK
CASTIN
DUCT FRAME & COVERS
GRATING
TOILET ACCESSORIES
PAINT/WALLPAPER
REMOVE
PAINT – EXTERNAL
HANDRAILS – STAIR
LADDER (fix only)
TRENCH COVER – GRANATING
PAINT/WALLPAPERPAINT – INTERNAL
PARQUETRY
PAVINGASPHALT
BRICK
CONCRETE
CONCRETE BLOCK
CRAZY PAVING
PILINGBEAMS – STEEL
DRIVEN FRICTION GRIP PILES
END BEARING SHORT BORED PILES
HOLLOW STEEL CASSION
POLE – WOOD
POLE – CONCRETE
PRECAST CONCRETE
REINFORCEMENT
CALCULATION
BARS
FABRIC WRAP
MESH
RENDER/PLASTERPLASTER
RENDER
ROOFINGDOWNSPOUTS
FLASHINGS
GUTTERS
SAFETY MESH WIRE
SHEET
SHEET FLASHING
SINGLES
TILE – BODY
SANDBLASTING
SCAFFOLDING
SHORING
PLANKT & STUTT
BASEMENTS
SHAFITS
TRENCHES
STRUCTURAL STEEL 0 – 20 TONNE
20 – 100 TONNE
100 - 500 TONNE
500 – 1000 TONNE
1000 – 5000 TONNE
5000 TONNE+
DOCK & CANOPY FRAMING
FLOORS & PLATFORMS
FRAMING & BRACING
HOLLOW SECTIONS
OVERHEAD PIPE, BRIDGES
PURLINS & CLEATS
SURFACE TREATMENT
TRUSSES & CONNECTIONS
QUARRY
VINYL/RUBBER FLOORING
WALL – INTERNAL DRY
STUD FRAME
VENEERED PARTICLE BOARD
VERMICULITE SPRAY
WATER/DAMP PROOFING
WINDOW/WINDOW FRAMES
Type/Method Productivity ratesSHEET DUCT 0.56 hrs/m2
SHEETMETAL DUCT 0.88 hrs/m2
Nailed to partitions 0.44 hrs/m2
Nailed to rafters and studs 0.02 hrs/m2
Plugged to walls 0.23 hrs/m2
With pressure gun 0.05 hrs/m2Without pressure gun 0.08 hrs/m2
- 100 x 50mm closed nailed 1.75 hrs/m2- 100 x 50mm with 25mm gaps 1.50 hrs/m2
Frame - 100 x 50mm nailed to groundsFrame – 150 x 50mm plugged to walls 15 hrs/m
0.32 hrs/m BRICK WALL 0.1 hrs/eachDrill for 12mm diam masonry anchor 0.1 hrs/eachCONCRETE WALLDrill for 12mm diam masonry anchor 0.13 hrs/eachSTEEL ANGELDrill for 6 – 12mm bolt 0.13 hrs/eachTIMBERDrill for 6 – 12mm diam bolt 0.05 hrs/each
DOUBLE-nailed to partitions & studs 0.07 hrs/m-plugged to walls 0.4 hrs/mDOUBLE FRAMED-nailed to partitions & studs 0.15 hrs/m-plugged to walls 0.53 hrs/mSINGLE-nailed tp partitions & studs 0.05 hrs/m-plugged to walls 0.18 hrs/m
ALUMINIUM FOILOver steel or timber framing 0.05BATT INSULATIONBetween steel or timber framing 0.11FLEXIBLE ROLL 0.12FOAM GLASS 0.17GRANULAR MATERIAL 0.11INSULATING LATH 0.09ROCKWOOL - LOOSE 0.1ROCKWOOL – STRIP 0.1VAPOR SEAL BARRIER 0.02
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
ARCHITRAVE TO BRICK- 100 x 25mm plugged (including plugging) 0.3 hrs/mARCHITRAVES TO TIMBER FRAMING- 100 x 75mm 0.12 hrs/mBEAM CASING 0.13 hrs/mCHAIR RAIL 0.1 hrs/mPICTURE RAIL 0.1 hrs/m- 50 x 25mm fixed to brick walls 0.19 hrs/m- 50 x 25mm fixed to timber 0.09 hrs/mSKIRTIN- 150 x 25mm fixed to brick wall 0.24 hrs/m- 150 x 25mm fixed to timber 0.14 hrs/m- 75 x 25mm fixed to brick wall 0.22 hrs/mm- 75 x 25mm fixed to timber 0.12 hrs/mTIMBER HANDRAIL 0.45 hrs/m
19mm thick fixed to frame (including plugging) 0.3 hrs/m
CEILING HANGERS – Timber Softwood200 x 38mm fixed to ceiling joists 0.21 hrs/mCEILING JOISTS – Timber Softwood100 x 50mm @ 450 ctrs 0.1 hrs/mCEILING BEAMS150 x 75mm 0.2 hrs/mCOLLAR TIES75 x 50mm 0.13 hrs/m125 x 50mm 0.12 hrs/mFASCIAS & BARGES-Timber – Softwood- 200 x 25mm fixed to rafters 0.3 hrs/mPURLINS100 X 75mm 0.26 hrs/mRAFTERS100 x 50mm 0.17 hrs/mRIDGE BOARDS175 x 25mm 0.19 hrs/mSTRUTS150 x 50mm 0.12 hrs/mTRUSSES - Fabricated up to 6m span 0.9 hrs/eachTRUSSES - Fabricated up to 12m span 1.4 hrs/eachWALL PLATES100 x 50mm 0.13 hrs/m
METALBrownbuilt 2.1m high x 0.42m deep x 0.4m wide 0.17 hrs/unitTIMBER
25mm thick fixed to ladder brackets (incl fixing) 4.25Bank of shelves 4.24Single shef 0.17 hrs/m
SMALL -Internal door name/number 0.25 hrs/each
TIMBER – Softwood100 x 50mm @ 450 ctrs 0.14
Heavy timbered area with dozer (incl pile & burn) 27 hrs/hectareMedium timbered area with dozer (incl pile & burn) 16.2 hrs/hectareLight timbered area with dozer (incl pile & burn) 11.85 hrs/hectareLight timbered area with tractors & cable 0.65 hrs/hectare
200 – 350mm diam-blast & pull with tractors 0.83 hrs/each-grub & remove by hand 6 hrs/each350 – 450mm diam-blast & pull with tractors 1.5 hrs/each-grub & remove by hand 9 hrs/each450 – 600mm diam-blast & pull with tractors 2.5 hrs/each-grub & remove by hand 12 hrs/each
200 – 350mm diam-by hand 7.88 hrs/each-with chainsaw 1.97 hrs/each350 – 450mm diam-by hand 10.5 hrs/each-with chainsaw 2.5 hrs/each450 – 600mm diam-by hand 16.5 hrs/each-with chainsaw 3 hrs/each
BY HAND -cut/strip/stack 0.25
Discharge times for this amount of concrete with 1 pump is
Concrete should be laid by 1pm at latest to permit power floating.
-50mm thick 0.22
-75mm 0.25
EXPANSION JOINT & FELT 0.06
MEMBRANE 0.06WATERSTOP
hrs/m2 elevhrs/m2 elev
hrs/m2
hrs/m2
Concrete pours should not normally exceed 150m3 per day.
20 – 30m3 per hour.
Large pours than 150m3 require 2 gangs and two pumps.
hrs/m2
hrs/m2
hrs/m2
hrs/m2
-metal 0.13
-rubber 0.1
-mass concrete in unreinforced footings 0.33-Reinforced concrete footings (ie 300mm thick) 0.43
-Group beams – reinforced 0.5
-Columns – reinforced 0.7
-Strip footings 0.6
-Slab on ground – (average 150mm thick) 1.25
-Suspended slab s & beams (screeded from rool over hopper/hoist) 1.5
-Suspended slab & column (screeded from pump) 1.25
BROOM FINISH 0.03
BUSH HAMMER 1.5
BUSH HAMMER 2
CEMENT WASH 0.12
EXPOSED AGGREGATE (while green) 0.62
HARDENER - Liquid Chemical
-clean old surface 0.32
-one coat hardener 0.1
HARDEBER - Metallic Grout Hardener
-clean old surface 0.32
-one coat hardener 0.21
PLASTIC PROTECTION
-after pour & trowel 0.02
POLISH SURFACE
-after rubbing down with stone & sand 1.93
REMOVE FINS OR TIES, POINTS & PATCH 0.32
SCRABBLING SLABS 0.45
SCRABBLING SOFFITS 1.2
SCRABBLING WALLS 0.62
SCREEDING OFF 0.32
TROWEL
-Hand Steel 0.24
-Machine 0.12
JOINT FILLING
-Mastic Compound 0.1
SMALL COOL ROOM / FREEZER
3m x 3m plan x 2.4 height 5
ASBESTOS
-Remove fire spray 10-Remove sheet 0.7-Removes tiles 1
-Removed ceramic/quarry tile 0.08
hrs/m2
hrs/m2
hrs/m3
hrs.m3
hrs/m3
hrs/m2
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
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hrs/m2
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hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
-Remove cork tile 0.08-Remove linoleum sheet 0.02-Remove terrazzo 0.07-Remove timber 0.08-Remove viny/rubber tiles 0.08
-Removes plasters from masonry 0.11-Remove plaster/fibre board 0.11-Remove plywood 0.12-Remove timber frame 0.11
-Removes hollow block wall by hand 1.71-Removes hollow block wall by pneumatic pick 0.23-Remove solid by hand 1.7-Remove solid by pneumatic pick 0.3
-Break up brick paving by hand 0.09-Break up concrete paving/floor slabs by hand 0.5-Break up tarmac surfacing by hand 0.25
-Columns 16-slabs on ground 16-suspended slab 16-walls 16
-Remove built up roofing 0.08-Remove corrugated metal 0.14
Track/doors/hardware 1.3 hrs/m
SETOUT & STAND-for block/brick walls 0.5 hrs/each
HOLLOW METAL – DOUBLE SWING-incl frame, door, trim, transom 15.6 hrs/eachHOLLOW METAL – SINGLE SWING-incl frame, door, trim, transom 9.5 hrs/eachPRESSED STEEL – DOUBLE SIDED-incl frame, track, hangars, doors, hardware 32 hrs/pairPRESSED STEEL – DOUBLE SWING-incl frame, doors, hardware 20.1 hrs/pairPRESSED STEEL – SINGLE SIDED-incl frame, track, hangars, doors, hardware 16 hrs/each
BARREL BOLTS (150mm) 0.5 hrs/eachCHECK OR SPRING HINGE 1.8 hrs/each
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
DOOR CLOSER 1 hrs/eachFULL MORTICED BUTT HINGES 0.15 hrs/eachHALF MOTICED BUTT HINGES 0.1 hrs/eachKICKPLATE 1.25 hrs/eachLOCK & FURNITURE-Exterior 0.75 hrs/each-InteriorMORTICED LOCK 1.6 hrs/eachPANIC BOLTS/PUSH BARS 3.2 hrs/each
DOORS & HARDWARE – Operable walls 0.66 hrs/mTRACK - Operable walls 0.25 hrs/m
DOMESTIC -2.1 high x 2.4m wide 4.00 hrs/eachINDUSTRIAL -3.0 high x 3.0 wide 6.00 hrs/each
-Door & hardware 2.25 hrs/each- FIREPROOF 0.5 hrs/each
AUDIO CABLE-in conduits 0.08 hrs/m-on cable trays in ceiling space 0.1 hrs/m
HORNS ON WALL 1.25 hrs/eachSPEAKER IN CEILING 1 hrs/each4 CORE & EARTH PVC CIRCULAR ON TRAY
0.08 hrs/m0.11 hrs/m0.17 hrs/m0.23 hrs/m0.42 hrs/m0.59 hrs/m
4 CORE MIMS/PVC ON TRAY0.19 hrs/m0.21 hrs/m0.25 hrs/m0.29 hrs/m0.35 hrs/m
SINGLE CORE MIMS/PVC ON TRAY0.11 hrs/m0.13 hrs/m0.17 hrs/m0.23 hrs/m0.25 hrs/m0.32 hrs/m
TPI CABLE IN CONDUIT
-2.5mm2-6mm2
-16mm2
-35mm2
-95mm2
-150mm2
-4mm2
-6mm2
-10mm2
-16mm2
-25mm2
-6mm2
-10mm2
-25mm2
-50mm2
-70mm2
-120mm2
0.03 hrs/m0.04 hrs/m0.05 hrs/m0.09 hrs/m
CABLE TRAY TO CEILINGS 0.65 hrs/m
COMMUNICATIONS OUTLETS 0.25 hrs/mOPTICAL FIBRE -Jointing 0.66 hrs/m
CAST INTO SUSPENDED CONCRETE SLAB-20mm 0.05 hrs/m-25mm 0.06 hrs/m-32mm 0.08 hrs/mFIXED TO MASONRY-20mm 0.15 hrs/m-32mm 0.18 hrs/m-50mm 0.22 hrs/mFIXED WITHIN SUSPENDED CEILING SPACE-20mm 0.11 hrs/m-32mm 0.12 hrs/m-50.00mm 0.15 hrs/m
ELECTRIC CLOCK 0.25 hrs/eachGENERAL POWER OUTLETS 0.25 hrs/eachLIGHT SWITCHERS 0.25 hrs/eachTV OUTLETS 0.25 hrs/each
-By hand 0.65
-By hand-average soil 1-gravel 0.52-sand 0.46-By machine (bulldozer)-gravel 0.04
-By hand-in clay surface 1.6-in gravel surface 1.33-in loam surface 1.5-in 1m deep clay trench 3.45-in 1m deep gravel trench 3.03-in 1m deep loam trench 2.79-in 4m deep clay trench 3.84-in 4m deep gravel trench 3.45-in 4m deep loam trench 3.21
-2.5mm2
-6mm2
-25mm2
-95mm2
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
-By hand (pneumatic)-in clay surface 0.88-in gravel surface 0.72-in loam surface 0.8
RETURN & FILL TO TRENCHES-Backhoe JCB 0.09-Bulldozer D4 0.05-Bulldozer D7 0.04SPREAD & LEVEL SPOIL-Bulldozer D4 0.03-Bulldozer D7
BY MACHINE – TRACTOR & SCRAPER, BULLDOZER
BY MACHINE – BULLDOZER (D7/D8)-gradient 1 in 7 down 0.01-gradient 1 in 7 up 0.02-level 0.01BY MACHINE TRACTORS & SCRAPER-haul 100m 0.01-haul 500m 0.02BY HAND-average soil 1.6-hard rock 7.33-soft rock 4.67
BY HAND-average soil 3-hard rock 13.6-soft rock 8.5BY MACHINE (BACKHOE 0.4m3)-trenches (1m deep) in clay 0.11-trenches(1m deep) in gravel 0.10-trenches (1m deep) in loam 0.09-trenches (4m deep) in clay 0.13-trenches (4m deep) in gravel 0.11-trenches(4m deep) in loam 0.10
BY HAND-average soil 1.81-hard rock 8.8-soft rock 5.6BY MACHINE -Trim & grade-D4 bulldozer 150-D7 bulldozer 250
hrs/m3
hrs/m2
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
hrs/m3
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hrs/m3
hrs/m3
CHAINLINK1.8m high including posts 1.25 hrs/m2.4m high including posts 1.47 hrs/mMESH50mm mesh including posts 1m high 1.17 hrs/mTIMBERPost & Rail 18m high 1.27 hrs/mWIREBarbed – single strand fixed to metal, timber or concrete posts 0.11 hrs/mSmooth – single strand foxed to metal, timber or concrete posts 0.04 hrs/m
2 men for 2 columns in hoursBeam and flat slab (simple) 9m2/mandayBeam and flat slab (complex) 8m2/mandayThis is a general guide and will vary for beam /slab ratio for each project.
BEAMS-up to 0.6m deep at heights to 3.6m 1.80 hrs/m2-up to 0.6 deep at heights 3.6m – 4.2m 1.90 hrs/m2-up to 0.6m deep at heights 4.2 – 4.8m 2.00 jhrs/m2-up to 0.6m deep at heights 4.8m – 5.4m 2.20 hrs/m2-up to 0.60m deep at heights 5.4 – 6.0m 2.40 hrs/m2COLUMNS-general 2 hrs/m2-columns base 2 hrs/m2-column head 3 hrs/m2CURB -on slab (i.e upstands) 0.36 hrs/m2EDGE BOARDS-75mm to 100mm depth 0.25 hrs/m2-100mm – 150mm depth 0.35 hrs/m2
SLAB – FLAT (height 0m – 3m)18mm ply deck with shore load supports 1 hrs/m2SLAB – FLAT ( height 3m- 3.6m)18mm ply deck with shore load supports 1.1 hrs/m2SLAB – FLAT (height 3.6m – 4.2m)18mm ply deck with shore load supports 1.2 hrs/m2SLAB – FLAT (height 4.2m – 4.8m)18mm ply deck with shore load supports 1.26 hrs/m2SLAB – FLAT (height 5.4m – 6.0m)18mm ply deck with shore load supports 1.43 hrs/m2STAIR SOFFITS-incl ply, steel props, landing & risers 2 hrs/m2STAIRS -risers only 0.3 hrs/m2STRIP FOOTINGS/GROUND BEAM 0.3 hrs/m2TRENCH FORMS 0.8 hrs/m2WALLS 1 hrs/m2
-vertical face (one side) 0m – 1.5m 0.60 hrs/m2-vertical face (one side) 3m – 4.5m 0.84 hrs/m2-vertical face (one side0 4.5 –6m 0.96 hrs/m2
CORE WALLS (ie Lift shafts)-up to 4.0m in height 1.60STRAIGHT WALLS-up to 4.0m in height 1.20
PLACE ONLY, EXCLUDING FALSEWORK-500mm x 500mm 0.13 hrs/each-1000mm x 1000mm 0.26 hrs/each
COLUMN TUBE – ROUND (also called fibertube)-300mm diameter 0.16 hrs/m-600mm diameter 0.17 hrs/m-750mm diameter 0.18 hrs/m-900mm diameter 0.18 hrs/m
BONDECK TO SLABS-up to 6m lenghts 0.20
COLUMN -conventional 0.31SLAB-conventional flat 0.27-conventional slab & beam 0.44STAIRS -conventional 0.66STRIP FOOTINGS.GROUND BEAMS -conventional 0.1TRENCH -conventional 0.1
-Polish 0.47-wash only 0.1 hrs/m2
GLAZING CHANNEL & PLATE GLASS 3.02PLATE GLASS (excluding channels-6.5m thick 2.02
Average only 1.53METAL WINDOWS (average 1m x1m) 0.9TIMBER WINDOWS (average 1m x 1m) 0.9
50mm radius – (15 – 20 thick) 0.3 hrs/mBrass angle or flat – fix only 0.1 hrs/mENDINGS & JOINTS-trowel into surface 0.1 hrs/mINCL PREP OF SLAB, MIXING & APPLICATION-10mm 0.25 hrs/m
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
hrs/m2
-20 – 25mm 0.30 hrs/m50mm 0.4 hrs/m
-brass angle 1m x 1m (fix only) 0.50 hrs/m
SCREED TO STAIRS & RISERS 0.25 hrs/m-including round nosing and return
AGGREGATE DRAINAGE LINES-100mm hessian/blue metal 0.07 hrs/mCONCRETE-450mm with mortar joints 1.8 hrs/m-600mm with mortar joints 2.15 hrs/m-900mm with mortar joints 2.8 hrs/mCONCRETE PITS & GULLIES-precast, place only 2.5 hrs/eachEARTHENWARE – BEND/JINCTIONS-100mm with rubber joints 0.25 hrs/each-150mm with rubber joints 0.25 hrs/each-225mm with rubber joints 0.5 hrs/mEARTHENWAREV – SEWER-100mm with rubber joints 0.65 hrs/m-150mm with rubber joints 0.85 hrs/m-225mm with rubber joints 1.1 hrs/mEARTHENWARE – STORMWATER-100mm with rubber joints 0.33 hrs/m-150mm with rubber joints 0.4 hrs/m-225mm with rubber joints 0.53 hrs/mPVC – BENDS & JUNCTIONS-90mm/100mm 0.25 hrs/each-150mm/160mm 0.33 hrs/eachPVC – SEWER-90mm/100mm 0.55 hrs/m-150mm/16m 0.65 hrs/mPVC - STORMWATER-90mm/100mm 0.2 hrs/m-150mm/160mm 0.4 hrs/m
COCKS & VALVE-15mm to 20mm 0.25 hrs/each-32mm 0.3 hrs/each-40mm 0.4 hrs/eachGALVANED PIPE-32mm straight tube excluding fittings 0.66 hrs/m-50mm straight tube excluding fittings 0.82 hrs/mHOT WATER UNITS-160 litre pressure – glass lined 3.00 hrs/each
-instantaneous multi point 1.5 hrs/each
SANITARY FITTINGS-bath – pressed steel 1.5 hrs/each-bidet (excluding heater) 2.75 hrs/each-cistern – wall type 1 hrs/each-cleaners sink 2 hrs/each-kitchen sink 0.75 hrs/each-laundry trough 0.75 hrs/each-slop hopper 2.75 hrs/each-urinal – 180mm long 4.00 hrs/each-urinal – single stall 3.5 hrs/each-vanity basin 0.75 hrs/each-wc pan – floor mounted 1.5 hrs/each-wc pan wall mounted 2.75 hrs/each-wc suite 2.75 hrs/each-wall basin 2 hrs/each
-100mm bend 0.4 hrs/each-100mm junction 0.45 hrs/each-100mm pipe 1.15 hrs/m-150mm bend 0.5 hrs/each-150mm junction 0.5 hrs/each-150mm pipe 1.35 hrs/m-225mm bend 1.25 hrs/each-225mm junction 1.35 hrs/each-225mm pipe 1.5 hrs/m
-32mm bend 0.15 hrs/each-32mm junction 0.22 hrs/each-32mm pipe 0.37 hrs/m-40mm bend 0.18 hrs/each-40mm junction 0.27 hrs/m-40mm pipe 0.4 hrs/m-50mm bend 0.25 hrs/each-50 junction 0.30 hrs/each-50mm pipe 0.47 hrs/m-65mm bend 0.3 hrs/each-65mm junction 0.35 hrs/each-65mm pipe 0.53 hrs/m-80mm bend 0.35 hrs/each-80mm junction 0.4 hrs/each-80mm pipe 0.6 hrs/m-100mm bend 0.45 hrs/each-100mm junction 0.5 hrs/each-100mm pipe 0.75 hrs/m-150mm bend 0.65 hrs/each-150mm junction 0.8 hrs/each
SOIL WASTE & VENT PIPES (Cast Iron)
SOIL WASTE & VENT PIPES (Copper)
-150mm pipe 1 hrs/m
-32mm bend 0.16 hrs/each-32mm junction 0.18 hrs/each-32mm pipe 0.27 hrs/m-40mm bend 0.18 hrs/each-40mm junction 0.2 hrs/each-40mm pipe 0.32 hrs/m-50 mm bend 0.22 hrs/each-50mm junction 0.24 hrs/each-50mm pipe 0.37 hrs/each-65mm bend 0.27 hrs/each-62mm junction 0.3 hrs/each-62mm pipe 0.45 hrs/m-80mm bend 0.33 hrs/each-80mm junction 0.35 hrs/each-80mm pipe 0.5 hrs/m-100mm bend 0.42 hrs/each-100mm junction 0.45 hrs/each-100mm pipe 0.65 hrs/mTAPS & OUTLET-basin combnation set 0.5 hrs/set-laundry combination set 1 hrs/set-pillar tap 0.25 hrs/set-shower combination set 1.5 hrs/set-sink combination set 1 hrs/setTRAPS-40mm 0.25 hrs/each-50mm 0.33 hrs/each
-15mm pipe 0.22 hrs/m-20mm pipe 0.24 hrs/m-25mm pipe 0.26 hrs/m-32mm pipe 0.3 hrs/m-40mm pipe 0.34 hrs/m-100mm pipe 0.6 hrs/m
-15mm elbow 0.1 hrs/each-15mm pipe 0.13 hrs/m-15mm tee 0.12 hrs/each-20mm elbow 0.1 hrs/each-20mm pipe 0.13 hrs/m-20mm tee 0.12 hrs/each-25mm elbow 0.1 hrs/each-25mm pipe 0.16 hrs/m-25mm tee 0.13 hrs/each-32mm elbow 0.12 hrs/each
SOIL WASTE & VENT PIPES (PVC0
WATER PIPES (Copper
WATER PIPES (PVC)
-32mm pipe 0.18 hrs/m-32mm tee 0.14 hrs/each-40mm elbow 0.15 hrs/each-40mm pipe 0.2 hrs/m-40mm tee 0.17 hrs/each-50mm elbow 0.18 hrs/each-50mm pipe 0.23 hrs/m-50mm tee 0.2 hrs/each-65mm elbow 0.2 hrs/each-65mm pipe 0.26 hrs/m-80mm pipe 0.3 hrs/m-80mm tee 0.27 hrs/each-100mm elbow 0.33 hrs/each-100mm pipe 0.35 hrs/m-100mm tee 0.35 hrs/each
-Pipe installation
PASSENGER1 LIFT SERVICING 6 FLOORS -2m x 2m approx 15 weeks2 QUICK LIFTS SERVICING 15 FLOORS -2m x 2m approx 19 weeks8 LIFTS SERVICING 24 FLOORS -2.5m x 2.5m approx 22 weeksROPED HYDRAULIC – LOW RISE-install Lift Motor Room & commission 8 weeks-procurement 12 weeksUNDERSLUNG LIFT – LOW RISE-install LMR & commission 12 weeks-procurement 18 weeksSHAFT & PIT-size pit and fabricated cast – ins 4 weeks-install door frames & doors 1.5 manday/week
Machine laid including setout 0.05 hrs/m
-facings – columns 4.2-facing - walls 2.75
Rule of thumb:1 Labourer can support 1 – 2 bricklayersconcrete blockwork =12 ½ block/m2
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all block rates are for ground to 2.4m high – allowadditional scaffold time for higher work.Rates indicated do not allow for setout and Standing door frames etc.
0.21CONCRETE-hollow – 75mm 0.79-hollow – 100mm-hollow – 150mm 0.55-hollow – 200mm threaded over bar reinf. 0.69-hollow – 100mm 0.96-solid – 100mm 0.67-solid – 150mm 0.67-solid – 200mm 0.83
1.25CONCRETE BREEZEBLOCK (ice screen walls)GLASS BLOCK-196 x 196 x 98mm 2.44STONE BLOCK WALLS 4
Rule of thumb:1 trowel lays 50 brick (common) per hour on 1m2/hr1 Labourer can support 2 –3 bricklayersSingle skin brickwork = 50 bricks/m2Double skin brickwork = 100 bricks/m21 ½ brick wall (ie double skin & single skin) = 150 bricks/m2All brick rates are for ground to 2.4m high – allow additionalScaffold time higher work.CAULK WITH COMPOUND 0.05CLEANING WALLS 0.23
COMMONS-1 ½ brick wall (150 bricks m2) 2.14-brick on edge partition (38 brick m2) 1.08-brick on edge partition (small quantities) 1.52-double skin – arches 16-double skin – curved in plan 2.5-mass brickwork 80-single skin 1-single skin – curved in plan 1.5-solid 215mm wall 1.66FACE-1 ½ brick wall (150 bricks m2) – 1 side only face 2.78-double skin – 1 side only face 2.23-single skin 1.25-single skin – for segmented or semi arc 13 brick/hr-single skin – curved in plan 1.76
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POINT WITH MORTAR
STONE -35 x 125mm 0.23
STONE
STONE-300mm thick 2.4-600mm thick 2.9-750mm thick 3.7-900mm thick 4.3STONE WALL POINTING-flus joint 0.5STONE 125mm x 200mm 0.24 hrs/m
-Anchor slot & Unistrut 0.5 hrs/m-Pipe sleeve 0.7-300mm diam-900mm diam 0.85 hrs/m
-300mm wide 0.6 hrs/m-450mm wide 1 hrs/mCAST IRON or GALVANISHED-250mm x 5mm 0.45 hrs/m-320mm x 5mm 0.55 hrs/m-500 x 5mm 0.65 hrs/m
38/50mm pipe with balusters or wall fixing-at 1.5m centres 0.66 hrs/m
LARGE -fixed to brick/block walls 1 hrs/itemSMALL -fixed to brick/block walls 0.4 hrs/item
0.45
GRANOSITEPAINTED ON -Grano impact stipple 0.2TROWELLED ON 0.32PAINT-by hand 0.4-by sandblasting 0.05
TO CEMENT RENDER
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-1 coat sealer, 2 coats oil paint (3 coats) 0.40-2 coats water paint 0.20TO COMPRESSED FIBROUS CEMENT-1 coat sealer, 2 coats oil paint (3 coats) 0.36-2 coats water paint 0.15TO METAL WORK- coat zinc primer, 1 undercoat, 1 enamel (3 coats) 0.33TO METAL WORK – NARROW WIDTHS- coat zinc primer, 1 undercoat, 1 enamel coat (3 coats) 0.10
STRUCTURAL STEEL 1.3TO CEMENT RENDER-2 coats PVCTO FRESSED TIMBER-1 coat satin, 2 coats vanish on frames & sashes 0.50-1 coat satin, 2 coats vanish on flat surfaces 0.30-prime stop, 2 coats oil paint (3 coats) 0.36-prime, stop, 2 coats oil paint on frames & sashes ( 3 coats) 0.54-prime, stop, 3 coats oil paint (4coats) 0.60-prime, stop, 3 coats oil paint on frame & sashes (4 coats) 0.80TO PLASTERBOARD-1 coat sealer, 2c oats oil paint (3 coats) 0.30-2 coats PVC 0.15TO TIMBER & METAL-0 – 200mm 0.04 hrs/m-200 – 300m 0.05 hrs/m
IN MASTIC OVER CONCRETE FLOOR 0.8OVER TIMBER SUB FLOOR 0.8
MACHINE – PREPARATION FOR HOT MIX-bituminous prime coat 0.01-bituminous tack coat 0.01Note: average rate 150MACHINE – SINGLE COAT HOT MIX-12 – 25mm thick 100.00-50mm thick 50MANUAL – SINGLE COAT-25mm thick 0.14-50mm thick 0.19MANUAL – 2 COAT-37mm thick 0.22-62mm thick 0.27
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BASKET WEAVE PATTERN 1.5HERRINGBONE PATTERN 1.8ON EDGE -on 25mm thick sand bed (incl cutting) 1.00PLAIN 0.9STEPS 2.2
PATHS -100mm thick 0.3
Note:
-incl pointing & cutting 1.5PEBBLECRETE FINISH -15 – 30mm 0.40EXPOSED AGGREGATE FINISH
H or I section-driving 0.23 hrs/m-trim top after driving 1.1 hrs/each
-(Frankipile 10m long) 8.00 No/day/rig
-450 diam x 2m long (no belling) 10.00 No/day/rigdrill, reo & pour
-make up & drive 0.16 hrs/m
-Drive battened or angled hrs/m-drive straight hrs/m-trim top after driving hrs/each
-drive battened or angled 0.2 hrs/m-drive straight 0.16 hrs/m-trim top after driving-by hand 0.75 hrs/each-power tool 0.5 hrs/eachSHEET – STEEL0.6m length-placing 0.75 hrs/each-removing 0.6 hrs/each0.9m length-placing 0.9 hrs/each-removing 0.8 hrs/each1.2m length-placing 1 hrs/each
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-removing 0.9 hrs/eachSHEET – WOODHAND PLACEDBasements & piles-placing 0.72-removing 0.46Trenches over 2.5m deep-placing 0.59-removing 0.34Trenches to 2.5m deep-placing 0.53-removing 0.26PNUEMATIC DRIVENBasement & pits-placing 0.3-removing 0.43Trenches over 2.5m deep-placing 0.22-removing 0.32Trenches to 2.5m deep-placing 0.19-removing 0.29WITH PILE DRIVER6m or deeper -pull or remove 0.21EITH PILE HAMMER6m or deeper -place and drive 0.21
ARCHITECTURAL FACADES 8 units/day
FLOOR UNITS – TRANSFLOOR8 panels and crane/per hour (excl falsework)
WALL PANELS – PRE-STRESSED6.6mm high x 2.4 wide at ground floor 10 unirs/day
If column or beam steel is prefabricated before installation,allow approx 2/3 of the work content for prefabricated and1/3 of the work content for installation.Rule of thumb:Average all in output 0.75 tonnes per man (8hr) day or 10.75Manhours/tonne.Large areas/all inclusive:-1m concrete = 200kg reinforcementaverage.
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CALCULATION OF REO RATE FROM CONCRETE VOLUMERule of thumb:Slabs -100 – 120 kg/m3Beams -200 300 kg/m3Walls -100 kg/m3Columns -150 – 400 kg/m3Footings -80 kg/m3
BEAM – PLACE & FIX-light density 9 hrs/tonne-normal density 15 hrs/tonneCOLUMN – PLACE & FIX-normal density 25mm 16.00 hrs/tonneSLAB – PLACE & FIX-average density 11.5 hrs/tonneWALL – PLACE & FIX-flight density or simple 13 hrs/tonne-normal density or normal 20 hrs/tonne-heavy density or complex 26 hrs/tonne
TO STRUCTURAL STEEL BEAMS & COULMNS-beams & column – cut, transport & wrap 0.1HEAVY GAUGE-place & fix 0.06-place & fix 0.04
BEAMS -2 coats – 16mm 0.50COLUMNS -2 coats – 16mm 0.55SOFFIT -2 coats – 16mm 0.50-3mm thick skrim coat and polish off 0.3WALL-2 coats – 16mm 0.40-3mm thick skrim coat 0.21BEAMS -1 coat – 13mm 0.45COLUMNS -1 coat – 13mm 0.45SOFFIT -1 coat – 12mm on reveals trowelled or wood float 0.62WALL – EXTERNAL-1 coat – 13mm 0.30-2 coats – 19mm 0.52WALL – INTERNAL-1 coat – 13mm 0.30-1 coat – 13mm for wall tile 0.25-2 coats – 19mm 0.52
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CPMPRESSED FIBROUS CEMENT 0.4 hrs/m2GAL VANISHED STEEL 0.3 hrs/m2PVC 0.25 hrs/m2LEAD-stepped 0.54 hrs/m2-straight 0.3 hrs/m2BOX – STEEL -average size 0.5 hrs/mEAVES-compressed fibrous cement 0.35 hrs/m-metal 0.33 hrs/mPlace before CFC sheet-300 x 300mm fixed to timber 0.03
COMPRESSED FIBROUS CEMENT-corrugated 0.2METAL – GALVANISED CORRUGATED-fixed to steel purlins 0.25-fixed to timber purlins 0.22METAL – RIBBED INTERLOCK-fixed to steel purlins – clipped 0.25-fixed to timber purlins – clipped 0.2
METAL – COVER OR APRON FLASING-200 – 500mm 0.45 hrs/m
COMPRESSED FIBROUS CEMENT 0.3WOOD 0.37
CONCRETE/CLAY on battens 0.25
EXTERIOR WORK 0.07
PATENT TYPE (1 – 2 SECTIONS LONG)-erect for 1 – 2 sections high 1.40 hrs/section
Note: Rates are for 2 man crew – carpenter & labrourerRule of thumb: Rates are given for average groundFor firm ground use Rate x 0.25For loose ground use Rate x 2.0
-0m – 3 deep-place 0.64
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-remove 0.4-3m – 9m deep-place 0.88-remove 0.56-9m – 15m deep-place 1.24-remove 0.86
-0m – 3m deep-place 0.26-remove 0.16-3m – 9m deep-place 0.38-remove 0.25-9m – 15m deep-place 0.51-remove 0.33
-0m – 1mm deep-place 0.33-remove 0.2-1m – 3m deep-place 0.35-remove 0.23-3m – 6m deep-place 0.51-remove 0.34
ERECT, PLUMB & TEMPORILY BOLT 4.43 hrs/tonneFSTENING-bolting by hand 5.9 hrs/tonne-riveting 6.15 hrs/tonne-welding 5.9 hrs/tonne
ERECT, PLUMB & TEMPORARILY BOLT 3.93 hrs/tonneFASTENING-bolting by hand 3.93 hrs/tonne-riveting 5.9 hrs/tonne-welding 4.43 hrs/tonne
ERECT, PLUMB & TEMPORARILY BOLT 3.84 hrs/tonneFASTENING-bolting by hand 3.44 hrs/tonne-riveting 5.19 hrs/tonne-welding 3.93 hrs/tonne
ERECT,PLUMB & TEMPORARILY BOLT 3.35 hrs/tonneFASTENING
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-bolting by hand 2.45 hrs/tonne-riveting 4.92 hrs/tonne-welding 3.44 hrs/tonne
ERECT, PLUMB & TEMPORARILY BOLT 2.95 hrs/tonneFASTENING-bolting by hand 1.47 hrs/tonne-riveting 4.33 hrs/tonne-welding 2.46 hrs/tonne
ERECT, PLUMB & TEMPORARILY BOLT 2.95 hrs/tonneFASTENING-bolting by hand 0.98 hrs/tonne-riveting 3.94 hrs/tonne-welding 1.79 hrs/tonneERECT, PLUMB & TEMPORARILY BOLT 4.43 hrs/tonneFASTENING-bolting by hand 1.43 hrs/tonne-riveting 8.12 hrs/tonne-welding 2.07 hrs/tonne
CATWALK & FRAMING -erect & fasten 29.52 hrs/tonneCHECKERED FLOOR PALTE -erect & fasten 2 hrs/tonnePLATFORM FRAMING -erect & fasten 30.51 hrs/tonne
HEAVY SECTION (UB, UC, RSJ, RSC) -fabrication-fabrication 23 hrs/tonneLIGHT SECTION (ANGLES etc) -fabrication 30 hrs/tonne
LARGE SECTIONS -fabrication 30 hrs/tonne SMALL SECTIONS -fabrication 35 hrs/tonne
ERECT, PLUMB & TEMPORARILY BOLT 5.9 hrs/tonneFASTENING-bolting by hand 1.97 hrs/tonne-riveting 2.95 hrs/tonne-welding 2.46 hrs/tonne
-up to 150mm high 0.08 hrs/tonne-over 150mm high 1.97 hrs/tonne
SANDBLASTING & PAINT-heavy sections 5 hrs/tonne-light sections 8 hrs/tonne
UP TO 10m SPAN-fabrication 50 hrs/tonne-erection 5 hrs/tonne
OVER 10m SPAN-fabrication 35 hrs/tonne-erection 8 hrs/tonne
FLOOR
-75 x 75mm on screed bed including clean & grout 1.85
-100 x 100mm on screed bed including clean & grout 1.50
-150 x 150mm on screed bed including clean & grout 1.45
225 x 225mm on screed bed including clean & grout 1
ASPHALT FLOOR TILE-150 x 150mm 0.21
-300 x 300mm 0.12
COVE 0.05
MASONITE UNDERLAY
-Floor 0.12
RUBBER TILE
-100 x 100mm 0.33
-300 x 300mm 0.12
VINYL SHEETFLOOR
-antistatic 0.16
-normal 0.14
VINYL SKIRTING- 75 – 100mm 0.08 hrs/mVINYL TILESCOVE -150mm 0.1 hrs/m
FLOOR -300 x 300mm 0.21
STAIRS THREADS
WALL -300 x 300mm 0.22
PROPRIETRY PARTITITON SYSTEM
1.2m – 1.2m high pre finished 0.77
SHEET
COMPRESSED FIBROUS CEMENT 0.3
HARDBOARD -32mm 0.28
PLASTERBORAD -100mm – incl tape & set 0.25
-direct stick to block/walls 0.3
PLYWOOD -60mm 0.33
STUD – METAL -incl studs, top & bottom plates 0.22
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STUDS – TIMBER -incl studs, top & bottom plates
-100 x 150mm 0.40
-75 x 50mm 0.36
SHEET -16mm thick – fixed to timber frame 0.5
2 COATS -approx 9mm thick 1.20
FOUNDATION/BASEMENT WALLS
DAMP RESISTANT PAINT 0.1
MASTIC TYPE COATING -3mm approx 0.53
SILICONE or METAL COATING 0.21
-casement sash 1.35
-fixed 1.06
-fixed sash
-sliding 1.25
1.65
-awning double hung 1.25-fixed 1.06-fixed sash 1.06-sliding 1.65
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METAL – ALUMINIUM PREFABRICATED
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SKYLIGHTS – PREFABRICATED hrs/m2
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NOTE
In shop conditions. Using 20 gauge duct = 8kg/m 2
See doors/door frame & windows frames.
Does not include for fire dampers, volume dampers or coils . Add 5% additional time for the above. Using 20 gauge duct = 8kg/m2
Note: Allow 4 weeks for procurement
Note: Includes plates, studs, noggings & trimming
Note: See also ‘Granolithic Topping’
Note: See also ‘Sandblasting’ for cured surface
2 man crew. This unit is built freestanding within an existing Room.
Includes walls, concrete scared floor, Compressor, condensor, electric and test.
Note: Rate is for first metre. Add 0.30 hours for each additional metre.
2man crew. Delivery 8 –10 weeks
Note: additional work required b Electrician If power operated.
These times are indicative only, compaction specifications should be consulted, where available, for special conditions.
Bulk excavation rates are given for firm sandMultipliers: Gravel 1.25; Loam 1.25 Clay 1.50; Soft rock 4.00
Additional 30% per meter of bracing and for corner bracing.
Rate is erection rate only. Add 5% for fabricated & erect
Rates do not include for support framing (refer ‘METAL WORK)
To calculate lineal metres add number of threads and number of risers and multiply by stair width.for landing refer ‘Granolithic Topping – Floor’
Includes digging into topsoil (50mm) andconnection to pipe and re-cover with soil.
Installation & commission are taken fromlift shaft & permanent power available.
Refer to Viny/Rubber Flooring
2 man crew
See also ‘Masonry – Random Rubble Walling’
Note: For frames and sashes at flat glass
over large open area 300/800m2 with 12 – 15 menfor small areas as per brick paving
Note: does not allow for reinforcing and concrete
Note: Add driving [email protected] hrs/m for length of pile
Average 8 units/crew and crane/day
For falsework times see ‘Formwork’ ratesTransfloor sequence – beams positioned then infill panel placed4 man transfloor and crane crews
Similar to propriety brand ‘EPM Stresswall’Average 10 units.crew and crane/day
Fixing rates will vary as for beam steelOutputs will decrease for complex stirrups or abnormallylong stater bars. Outputs do not allow for weldingColumns with large bars up to 40mm will require less manhours
Rule of thumb: 1 labourer supports 2 renderes/plasterers
(incl laps, bracing etc)
(incl doors etc but excl glass & ducted skirting)
Rate does not include for studs – refers Stud Frames’
See also “GLAZING’
