Production Rates
January 30, 2017 | Author: sui1981 | Category: N/A
Short Description
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Description
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Excavate and Remove
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
-
m3
hours
-
260.00
-
-
0.0038
-
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
-
Spread & Compact Production = 30m3/hr
m3
hours
30.00
-
0.0333
-
Trimming Production = 250m2/hr
m2
hours
250.00
-
0.0040
-
Spread & Compact Production = 50m3/hr
m3
hours
50.00
-
0.0200
-
Trimming Production = 350m2/hr
m2
hours
350.00
-
0.0029
-
Spoil conveyor, 600mm belt, 150m/min
Concrete Road surfacing
Basecourse Production Rates Urban environment:
Rural environment:
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
200.00
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Working Platforms
Tube and Fitting Platforms, striking
% x erect
-
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
-
0.0500
-
Bentonite Sheets, horizontal surfaces
m2
hours
31.30
0.0535
0.0400
0.0319
Bentonite Sheets, vertical surfaces
m2
hours
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
-
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
-
-
20.00 18.70
25.00
11.20
15.00
-
Wallpapering
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
m2
hours
-
Mosaic Tiling, 0.045x0.045m
no
hours
-
1.10
Clay, quarry Tiles, Window Cills, setout and level
m
hours
-
55.50
-
Clay, quarry Tiles, Window Cills, fix, grout and clean
m2
hours
-
1.50
-
Ceramic Tiles 150x150mm, Ledges/Upstands
no
hours
20.40
27.10
Ceramic Tiles 150x150mm, Areas under 1.5m2 per room
m2
hours
0.90
Ceramic Tiles 150x150mm, Areas of 1.5-2.5m2 per room
m2
hours
1.40
Ceramic Tiles 150x150mm, Areas over 2.5m2 per room
m2
hours
1.50
Ceramic Tiles 150x150mm, Extra Over for Cutting
no
hours
-
41.60
Ceramic Tiles 108x108mm, Ledges/Upstands
no
hours
-
62.50
Ceramic Tiles 108x108mm, Areas under 1.5m2 per room
m2
hours
1.00
1.30
Ceramic Tiles 108x108mm, Areas of 1.5-2.5m2 per room
m2
hours
1.60
Ceramic Tiles 108x108mm, Areas over 2.5m2 per room
m2
hours
1.70
Ceramic Tiles 108x108mm, Extra Over for Cutting
no
hours
-
Ceramic Tiles, Grouting Works
m2
hours
2.20
DESCRIPTION
ITEM NO.
Fix Ceiling Lining Paper
REMARKS Average
Fast 4.00
Slow
-
Average
Fast
-
0.2500
-
-
0.9091
0.6667
-
0.0180
-
-
0.6667
-
32.00
0.0490
0.0369
0.0313
1.00
1.20
1.1111
1.0000
0.8333
1.60
1.90
0.7143
0.6250
0.5263
1.70
2.10
0.6667
0.5882
0.4762
-
-
0.0240
-
-
-
0.0160
-
1.50
1.0000
0.7692
0.6667
1.80
2.10
0.6250
0.5556
0.4762
1.90
2.20
0.5882
0.5263
0.4545
-
-
0.0080
-
2.60
0.4545
0.4000
0.3846
Wall Finishes
125.00 2.50
1.50
PRODUCTION RATES
DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
PRODUCTION RATES (Qty per Time)
UNIT FOR TIME
Slow
PRODUCTION RATES (Time per Quantity) REMARKS
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
3.3333
-
Brickwork Pinning, 2.0 brick thick
m2
hours
Wedge and Pin Method, 102mm wall
m
Wedge and Pin Method, 215mm wall Wedge and Pin Method, 317mm wall
0.10
0.30
-
10.0000
-
0.20
-
-
5.0000
-
hours
-
0.80
-
-
1.2500
-
m
hours
-
0.70
-
-
1.4286
-
m
hours
-
0.50
-
-
2.0000
-
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
Trench Excavation
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
UNIT FOR QUANTITY
UNIT FOR TIME
FST Floating Track Slab, side restraints
m
days
FST Floating Track Slab, resin pads
m
days
FST Floating Track Slab, slab units
m
days
10.60
PCBT - Pre-cast Concrete Block Track, in Bored Tunnels
m
days
17.10
PCBT - Pre-cast Concrete Block Track, in Cut and Cover Tunnels
m
days
PCBT - Pre-cast Concrete Block Track, in Station Tunnels
m
IST - Isolated Slab Track, in Bored Tunnels
DESCRIPTION
ITEM NO.
PRODUCTION RATES (Time per Quantity) REMARKS
Slow
Average
Fast
Slow
Average
Fast
9.60
-
-
0.1042
-
-
10.20
-
-
0.0980
-
-
-
-
0.0943
-
-
41.00
-
0.0585
0.0244
-
-
35.00
-
-
0.0286
-
days
-
35.00
-
-
0.0286
-
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
5.70
0.2778
0.2174
0.1754
Ballasted Track, in Mainline
m
days
115.00
0.0175
0.0141
0.0087
Ballasted Track, in Depot
m
days
-
0.0357
-
Non-Ballasted Track, in Depot
m
days
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
-
Erect and Setup 50m gib
days
-
-
-
-
11.00
Dismantle 50m gib
days
-
-
-
-
10.00
-
Trackwork
3.60
4.60
57.00
71.00
-
28.00 8.50
-
12.80
17.40
Tower Cranes
Lifting, Reinforcement Bins and Cages, 1st 15m lift Lifting, Reinforcement Bins and Cages, above 1st 15m lift Lifting, Crane Tracking Time
7.50
lift
mins
-
-
-
-
3.20
-
15m
mins
-
-
-
-
0.50
-
m
seconds
-
-
-
-
3.30
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Timber Frames
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Roof Facia Panel Studding, bolted to beams
m
hours
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
-
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
-
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
-
0.5556
-
Fix Curved Stone Cladding
m2
days
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
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
-
no
days
-
0.5000
-
-
2.00
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average 5.40
Fast 5.90
Slow 6.60
Average
Fast
Structural Steelwork
Stonework
-
1.80 6.90
6.90
-
8.00
-
10.40
12.20
Steel Strutting Horizontal heavy duty strutting
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
no
days
-
Steel Frame and Roof Members
Tons
days
Wall Frame, Bow String Truss and Frame
Tons
days
-
1.60
Roof Frame, Curved Truss and Frame
Tons
days
-
5.20
Wall Frame, Glazed Frame and Atrium
Tons
days
-
0.30
Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 5-50m to stockpile
m3
hours
Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 50-120m to stockpile
m3
hours
Crawler Shovel, 0.8m3 bucket, Gravel, pushed 5-50m to stockpile
m3
hours
Crawler Shovel, 0.8m3 bucket, Gravel, pushed 50-120m to stockpile
m3
hours
Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 5-50m to stockpile
m3
Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 50-120m to stockpile Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 5-50m to stockpile
DESCRIPTION
ITEM NO.
Diagonal heavy duty strutting
PRODUCTION RATES (Time per Quantity) REMARKS
Average
Fast
0.1667
Slow
-
Average
Fast
-
6.00
-
0.2941
-
0.2174
-
-
0.6250
-
-
-
0.1923
-
-
-
3.3333
-
Steel Frames 3.40
-
4.60
Spread and Level 13.90
20.40
25.00
0.0719
0.0490
0.0400
7.60
9.50
12.60
0.1316
0.1053
0.0794
14.20
20.40
25.60
0.0704
0.0490
0.0391
7.60
10.20
12.80
0.1316
0.0980
0.0781
hours
12.70
18.40
23.20
0.0787
0.0543
0.0431
m3
hours
6.90
8.90
11.60
0.1449
0.1124
0.0862
m3
hours
11.60
16.90
21.30
0.0862
0.0592
0.0469
Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3
hours
6.30
8.20
10.40
0.1587
0.1220
0.0962
Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 5-50m to stockpile
m3
hours
23.80
28.50
35.70
0.0420
0.0351
0.0280
Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 50-120m to stockpile
m3
hours
16.70
18.50
20.40
0.0599
0.0541
0.0490
Crawler Shovel, 1.2m3 bucket, Gravel, pushed 5-50m to stockpile
m3
hours
25.00
32.00
37.00
0.0400
0.0313
0.0270
Crawler Shovel, 1.2m3 bucket, Gravel, pushed 50-120m to stockpile
m3
hours
17.20
19.30
21.20
0.0581
0.0518
0.0472
Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 5-50m to stockpile
m3
hours
21.70
27.50
33.30
0.0461
0.0364
0.0300
Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 50-120m to stockpile
m3
hours
15.10
16.90
18.80
0.0662
0.0592
0.0532
Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 5-50m to stockpile
m3
hours
19.60
24.50
30.30
0.0510
0.0408
0.0330
Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3
hours
13.70
15.90
17.50
0.0730
0.0629
0.0571
Crawler Shovel, 0.6m3 bucket, 50-200m2, Sand/Soil
hours
18.60
28.50
38.50
0.0538
0.0351
0.0260
m3
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
m
days
3.80
4.50
6.40
0.2632
0.2222
0.1563
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Soil Mix Walls Three Auger Drill, cement and cure
Small or Deep Excavation
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
m
days
1.80
2.50
3.40
0.5556
0.4000
0.2941
Slate Roofs, Welsh Slate 3-5mm
m2
days
-
18.00
-
-
0.0556
-
Slate Roofs, Cumbrian Slate 8-11mm
m2
days
-
8.50
-
-
0.1176
-
Slate Roofs, Asbestos Slates
m2
days
-
36.00
-
-
0.0278
-
Tiled Roofs, Concrete Tiles
m2
days
-
52.00
-
-
0.0192
-
Tiled Roofs, Clay Pan Tiles
m2
days
-
26.00
-
-
0.0385
-
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Slurry Mix Walls Crane grab, cement/bentonite and sheet piles
Slates and Tiling
Site Investigation
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Shrubs and Bushes, dig up and removal
m2
hours
-
25.00
-
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
-
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
-
Vibro/Drop Hammer, 10m deep Sand
m
days
-
Vibro/Drop Hammer, 35m deep Sand
m
days
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Site Clearance 38.00
Sheeted Roofs
Sheet Piling
3.50
55.00
60.00
-
0.0182
0.0167
32.00
10.50
0.2857
0.0313
0.0952
PRODUCTION RATES
DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
PRODUCTION RATES (Qty per Time)
UNIT FOR TIME
Slow
weeks
-
-
PRODUCTION RATES (Time per Quantity) REMARKS
Average
Fast
Slow
Average
Fast
Secant Piling Construct 30m dia cofferdam, 255 piles/concrete base
-
-
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
-
no.
days
Ground Excavation, Hydraulic Backhoe
m3
days
Bored Piling, 25-70m deep
no.
days
-
Rule of Thumb Site Investigation Pre Drilling
Formwork Fixing
0.2000
0.2500
0.1000
0.1250
-
50.00
0.3333
5.00
0.1667
10.00
-
-
4.00 0.0200 8.00
3.00 6.00
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
0.1429
0.0833
0.0571
Stonework Cladding
m2
days
-
5.10
-
-
0.1961
-
Window Glazing
m2
hours
-
1.50
-
-
0.6667
-
7.00
12.00
17.50
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
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
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Rock Tunnels Excavation, non explosive chemical method, cycle time
Restoration Works
Rendering
-
PRODUCTION RATES
UNIT FOR QUANTITY
PRODUCTION RATES (Qty per Time)
UNIT FOR TIME
Slow
Drill 30m shaft
hours
-
Install strands/setup anchor
hours
-
Grout in strands
hours
DESCRIPTION
ITEM NO.
PRODUCTION RATES (Time per Quantity) REMARKS
Average
Fast
Slow
Average
Fast
-
-
-
7.00
-
-
-
-
6.00
-
-
-
-
-
2.00
-
-
Removable Anchors
Reinforcement Ratios Pile Cap, Concrete m3 x Ratio = Rebar Tonnes
% ratio
-
14.80
Base Slab, Concrete m3 x Ratio = Rebar Tonnes
% ratio
-
13.20
Suspended Slab, Concrete m3 x Ratio = Rebar Tonnes
% ratio
-
20.60
Platform Slab, Concrete m3 x Ratio = Rebar Tonnes
% ratio
-
15.60
Columns, Concrete m3 x Ratio = Rebar Tonnes
% ratio
15.80
18.70
Walls, Concrete m3 x Ratio = Rebar Tonnes
% ratio
14.70
15.00
-
-
-
14.10
-
-
-
25.60
-
-
-
-
-
-
-
-
-
-
-
-
28.70 -
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
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Beams/Columns, steelfixing, 10mm
tonne
hours
0.0339
#VALUE!
0.0372
29.50
28.4
26.90
Beams/Columns, steelfixing, 12mm
tonne
hours
0.0427
0.0446
0.0457
23.40
22.40
21.90
Beams/Columns, steelfixing, 16mm
tonne
hours
0.0602
0.0633
0.0662
16.60
15.80
15.10
Beams/Columns, steelfixing, 20mm
tonne
hours
0.0806
0.0840
0.0885
12.40
11.90
11.30
Beams/Columns, steelfixing, 25mm
tonne
hours
0.1010
0.1087
0.1149
9.90
9.20
8.70
Beams/Columns, steelfixing, 32mm
tonne
hours
0.1471
0.1515
0.1613
6.80
6.60
6.20
Beams/Columns, steelfixing, 40mm
tonne
hours
0.1639
0.1695
0.1786
6.10
5.90
5.60
Beams/Columns, steelfixing, 50mm
tonne
hours
0.1639
0.1695
0.1786
6.10
5.90
5.60
Walls, steelfixing, 6mm
tonne
hours
0.0243
0.0245
0.0256
41.20
40.80
39.10
Walls, steelfixing, 8mm
tonne
hours
0.0342
0.0350
0.0365
29.20
28.60
27.40
Walls, steelfixing, 10mm
tonne
hours
0.0441
0.0455
0.0472
22.70
22.00
21.20
Walls, steelfixing, 12mm
tonne
hours
0.0568
0.0578
0.0592
17.60
17.30
16.90
Walls, steelfixing, 16mm
tonne
hours
0.0806
0.0820
0.0847
12.40
12.20
11.80
Walls, steelfixing, 20mm
tonne
hours
0.1064
0.1087
0.1149
9.40
9.20
8.70
Walls, steelfixing, 25mm
tonne
hours
0.1351
0.1389
0.1429
7.40
7.20
7.00
Walls, steelfixing, 32mm
tonne
hours
0.1429
0.1471
0.1563
7.00
6.80
6.40
Walls, steelfixing, 40mm
tonne
hours
0.1563
0.1639
0.1695
6.40
6.10
5.90
Walls, steelfixing, 50mm
tonne
hours
0.1887
0.1961
0.2083
5.30
5.10
4.80
Staircases, steelfixing, 6mm
tonne
hours
0.0204
0.0208
0.0220
48.90
48.00
45.50
Staircases, steelfixing, 8mm
tonne
hours
0.0291
0.0298
0.0313
34.40
33.60
31.90
Staircases, steelfixing, 10mm
tonne
hours
0.0376
0.0388
0.0412
26.60
25.80
24.30
Staircases, steelfixing, 12mm
tonne
hours
0.0478
0.0490
0.0513
20.90
20.40
19.50
Staircases, steelfixing, 16mm
tonne
hours
0.0685
0.0694
0.0725
14.60
14.40
13.80
Staircases, steelfixing, 20mm
tonne
hours
0.0885
0.0926
0.0952
11.30
10.80
10.50
Staircases, steelfixing, 25mm
tonne
hours
0.1163
0.1190
0.1220
8.60
8.40
8.20
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Rainwater Works
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Power Supply
Trackside Cabling 33kV/Pilot Cables, 10 men
m run
Trackside Cabling Terminations, 6 men
days
2,100.00
-
-
0.0005
-
-
days
-
-
-
-
1.0
Lag for Initial Stress Tensioning after 1st bay cast
hrs
-
-
-
-
48.00
-
Lag for Final Stress Tensioning after Initial Stress
hrs
-
-
-
-
120.00
-
0.4545
0.3571
0.3226
Post Tensioning
Plastering Browning (undercoat), Internal Walls under 2.5m high
m2
hours
2.20
2.80
3.10
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
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
-
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
1.10
1.40
1.2500
0.9091
0.7143
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
Fast
5.00
Slow
-
Average
Fast
Plasterboard
Partitioning
0.80
PRODUCTION RATES
UNIT FOR QUANTITY
UNIT FOR TIME
Quality Hardwood Paneling, excluding studding time
m2
hours
Fix 50mm Rocksil Insulation to cavities
m2
hours
Fix Timber Studding and Paramount Partitions
m2
hours
Fix Timber Studding and Demountable Partitions
m2
hours
Fix Timber Studding and Hills Duraboard Partitions
m2
Fix Timber Studding and Gyproc Laminated Partitions
DESCRIPTION
ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity) REMARKS
Slow
Average 0.30
Fast
Slow
Average
Fast
0.50
0.60
3.3333
2.0000
1.6667
17.80
20.20
-
0.0562
0.0495
2.60
3.00
3.40
0.3846
0.3333
0.2941
0.80
1.10
1.60
1.2500
0.9091
0.6250
hours
3.00
3.50
3.90
0.3333
0.2857
0.2564
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
-
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
-
Painting
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Internal Timber, polyurethane varnish, 2 coats
m2
hours
-
3.30
-
-
0.3030
-
Internal Timber, polyurethane varnish, 3 coats
m2
hours
-
2.20
-
-
0.4545
-
Internal Timber, linseed oil to hardwood, 2 coats
m2
hours
-
3.60
-
-
0.2778
-
External Timber, windows and frames
m2
hours
-
2.40
-
-
0.4167
-
External Timber, knot, 1 primer, 2 undercoats, 1 coat gloss,
m2
hours
-
1.50
-
-
0.6667
-
External Timber, touchup primer, 2 undercoats, 1 coat gloss,
m2
hours
-
2.00
-
-
0.5000
-
External Timber, 2 coats wood preservative
m2
hours
-
4.00
-
-
0.2500
-
External Timber, 3 coats polyurethane varnish
m2
hours
-
2.00
-
-
0.5000
-
Internal Walls, 2 coats emulsion to plaster
m2
hours
-
8.00
-
-
0.1250
-
Internal Walls, 2 coats emulsion to brick/blockwork
m2
hours
-
6.00
-
-
0.1667
-
Internal Walls, 1 mist, 2 coats emulsion to plaster
m2
hours
-
6.00
-
-
0.1667
-
Internal Walls, 1 mist, 2 coats emulsion to brick/blockwork
m2
hours
-
4.50
-
-
0.2222
-
Internal Walls, 1 primer, 1 undercoat, 1 gloss to plaster
m2
hours
-
2.30
-
-
0.4348
-
Internal Walls, undercoat to door frame
m
hours
-
20.00
-
-
0.0500
-
Internal Walls, gloss to door frame
m
hours
-
16.50
-
-
0.0606
-
Internal Walls, undercoat to door
m2
hours
-
7.10
-
-
0.1408
-
Internal Walls, gloss to door
m2
hours
-
6.20
-
-
0.1613
-
External Walls, 2 coats sandtex to render/concrete
m2
hours
-
2.50
-
-
0.4000
-
External Walls, 2 coats sandtex to brick/blockwork
m2
hours
-
2.00
-
-
0.5000
-
External Walls, 1 sealer, 2 emulsion to render/concrete
m2
hours
-
2.00
-
-
0.5000
-
External Walls, 1 sealer, 2 emulsion to brick/blockwork
m2
hours
-
1.70
-
-
0.5882
-
Floors, epoxy paint
m2
hours
-
2.90
-
-
0.3448
-
Ceilings, emulsion paint, 2 coats
m2
hours
-
6.10
-
-
0.1639
-
Ceilings, emulsion paint, 3 coats
m2
hours
-
5.00
-
-
0.2000
-
Ceilings, textured paint
m2
hours
-
4.20
-
-
0.2381
-
Ceilings, artex finish
m2
hours
-
4.10
-
-
0.2439
-
Internal Steelwork, 1 primer, 1 undercoat, 1 gloss
m2
hours
1.30
2.40
-
0.7692
0.4167
-
External Steelwork, 1 primer, 2 undercoats, 1 gloss
m2
hours
0.90
1.70
-
1.1111
0.5882
-
Guttering Steelwork, 1 coat primer, 2 undercoats, 1 gloss
m
hours
2.50
-
-
0.4000
-
DESCRIPTION
ITEM NO.
REMARKS
-
Average
Fast
Slow
Average
Fast
PRODUCTION RATES
DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
UNIT FOR TIME
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity) REMARKS
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
-
0.80
1.00
1.2
1.2500
1.0000
-
0.20
-
-
5.0000
-
Excavation, London Clay, Circulation Halls
m of circumf
days
Excavation, London Clay, Junction Excavation
m
days
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
-
-
-
PRODUCTION RATES
DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
UNIT FOR TIME
Insitu Permanent Lining, extra over excavate/lining time to allow for permanent % lining
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity) REMARKS
Slow
Average
-
Fast
Slow
Average
Fast
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, 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
-
Metal Decking
Manholes and Gulleys
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
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
-
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
DESCRIPTION
ITEM NO.
REMARKS Average
3.33
Fast
1.6667
Slow
0.83
Average
Fast
Lift Installation
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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, 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
-
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
-
3.3333
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Landscaping
Land Drains
Kerbs & Paving
-
0.30
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Average
0.90
Fast
Slow
Average
Fast
Ground Compaction
Formwork
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
1.40
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
3.20
3.80
0.4762
0.3125
0.2632
Table Form, H-Frame Steel Falsework, 400m2 bays
m2
hours
3.00
3.50
0.5263
0.3333
0.2857
Tunnel Forms, Wall and Slab poured as one
m2
hours
-
15.60
17.50
-
0.0641
0.0571
Hollorib Decking, lay deck
m2
hours
-
43.50
47.50
-
0.0230
0.0211
Hollorib Decking, shear connecting studs
m2
hours
-
29.30
31.20
-
0.0341
0.0321
Stop Ends, no perforations
m2
hours
2.80
3.50
4.20
0.3571
0.2857
0.2381
Stop Ends, minor perforations
m2
hours
1.20
1.50
1.90
0.8333
0.6667
0.5263
Stop Ends, dense perforations
m2
hours
0.90
1.10
1.40
1.1111
0.9091
0.7143
Box Outs, 0.01-0.05m2
no
hours
7.60
8.20
9.10
0.1316
0.1220
0.1099
Box Outs, over 0.05m2
no
hours
3.10
3.90
4.50
0.3226
0.2564
0.2222
Dummy Frames, under 3.0m2
no
hours
4.50
6.20
7.10
0.2222
0.1613
0.1408
Dummy Frames, over 3.0m2
no
hours
3.10
3.70
4.50
0.3226
0.2703
0.2222
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
1.10 2.10 1.90
Fast
Slow
Average
Fast
Floor Finishes
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Clay, quarry Tiles, large areas, little cutting
m2
hours
-
2.20
Raised Floor System
m2
hours
-
2.60
Linolium/Thermo-Plastic Flooring
m2
hours
-
3.10
Thermo-Plastic Floor Tiles
m2
hours
-
3.30
Wood Block Flooring, lay blocks
m2
hours
-
1.50
Wood Block Flooring, sand and polish
m2
hours
-
3.10
Carpeting, Underlay & Gripper
m2
hours
-
5.60
Carpeting, Adhesive Fixing
m2
hours
-
Carpeting, Fully Fitted
m2
hours
-
Hardboard Sheeting Coverings, small areas
m2
hours
Hardboard Sheeting Coverings, large areas
m2
Floor Sheeting Coverings, Lay Lino
DESCRIPTION
ITEM NO.
PRODUCTION RATES (Time per Quantity) REMARKS
Average
Fast
Slow 2.80
Average
Fast
-
0.4545
0.3571
-
0.3846
-
5.00
-
0.3226
0.2000
5.60
-
0.3030
0.1786
2.10
-
0.6667
0.4762
-
0.3226
-
6.10
-
0.1786
0.1639
3.50
4.20
-
0.2857
0.2381
2.00
2.80
-
0.5000
0.3571
-
3.70
4.10
-
0.2703
0.2439
hours
-
6.60
7.20
-
0.1515
0.1389
m2
hours
-
9.50
10.50
-
0.1053
0.0952
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
-
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
-
-
-
Flat and Layered Roofs
Fencing Works
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
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
-
-
-
-
Truss type, Stop-Work for surrounding finishes
wks
-
-
-
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
-
Railway Station 1st Fix
wks
-
-
-
-
38.0
-
Railway Station 2nd Fix
wks
-
-
-
-
16.0
-
Railway Station T&C
wks
-
-
-
-
8.0
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Escalators
1.00 8.00
-
6.00
4.00
Electrical System
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
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
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
-
PVC Drainage, 1m pipes, 100-150mm dia, 0-5m run
m
hours
-
5.70
-
-
0.1754
-
PVC Drainage, 1m pipes, 100-150mm dia, 5-30m run
m
hours
-
8.10
-
-
0.1235
-
PVC Drainage, 1m pipes, 100-150mm dia, over 30m run
m
hours
-
9.50
-
-
0.1053
-
PVC Drainage, 3m pipes, 100-150mm dia, 0-5m run
m
hours
-
12.20
-
-
0.0820
-
PVC Drainage, 3m pipes, 100-150mm dia, 5-30m run
m
hours
-
15.20
-
-
0.0658
-
PVC Drainage, 3m pipes, 100-150mm dia, over 30m run
m
hours
-
18.20
-
-
0.0549
-
PVC Drainage, 6m pipes, 100-150mm dia, 0-5m run
m
hours
-
22.20
-
-
0.0450
-
PVC Drainage, 6m pipes, 100-150mm dia, 5-30m run
m
hours
-
27.70
-
-
0.0361
-
PVC Drainage, 6m pipes, 100-150mm dia, over 30m run
m
hours
-
33.30
-
-
0.0300
-
PVC Drainage, 3m pipes, 150-200mm dia, 5-30m run
m
hours
-
10.60
-
-
0.0943
-
PVC Drainage, 3m pipes, 150-200mm dia, over 30m run
m
hours
-
12.80
-
-
0.0781
-
PVC Drainage, 6m pipes, 150-200mm dia, 5-30m run
m
hours
-
21.20
-
-
0.0472
-
PVC Drainage, 6m pipes, 150-200mm dia, over 30m run
m
hours
-
25.60
-
-
0.0391
-
Stoneware Drainage, Cement/Sand Joints, 75mm dia, 0-5m run
m
hours
-
4.70
-
-
0.2128
-
Stoneware Drainage, Cement/Sand Joints, 75mm dia, 5-30m run
m
hours
-
5.50
-
-
0.1818
-
Stoneware Drainage, Cement/Sand Joints, 75mm dia, over 30m run
m
hours
-
6.60
-
-
0.1515
-
Stoneware Drainage, Cement/Sand Joints, 100mm dia, 0-5m run
m
hours
-
4.40
-
-
0.2273
-
Stoneware Drainage, Cement/Sand Joints, 100mm dia, 5-30m run
m
hours
-
5.00
-
-
0.2000
-
Stoneware Drainage, Cement/Sand Joints, 100mm dia, over 30m run
m
hours
-
6.20
-
-
0.1613
-
Stoneware Drainage, Cement/Sand Joints, 150mm dia, 0-5m run
m
hours
-
3.20
-
-
0.3125
-
Stoneware Drainage, Cement/Sand Joints, 150mm dia, 5-30m run
m
hours
-
3.80
-
-
0.2632
-
Stoneware Drainage, Cement/Sand Joints, 150mm dia, over 30m run
m
hours
-
4.50
-
-
0.2222
-
DESCRIPTION
ITEM NO.
REMARKS Average
0.70
Fast
1.20
Slow
Average
Fast
Drainage
PRODUCTION RATES
ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
DESCRIPTION
REMARKS Average
Fast
Slow
Average
Fast
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
-
PRODUCTION RATES
ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
Hepsleve Rubber Joint System, 75mm dia, over 30m run
m
hours
Hepsleve Rubber Joint System, 100mm dia, 0-5m run
m
hours
-
10.00
Hepsleve Rubber Joint System, 100mm dia, 5-30m run
m
hours
-
12.50
Hepsleve Rubber Joint System, 100mm dia, over 30m run
m
hours
-
Hepsleve Rubber Joint System, 150mm dia, 0-5m run
m
hours
-
Hepsleve Rubber Joint System, 150mm dia, 5-30m run
m
hours
-
Hepsleve Rubber Joint System, 150mm dia, over 30m run
m
hours
Hepsleve Rubber Joint System, 225mm dia, 0-5m run
m
hours
-
6.80
Hepsleve Rubber Joint System, 225mm dia, 5-30m run
m
hours
-
Hepsleve Rubber Joint System, 225mm dia, over 30m run
m
hours
-
Hepsleve Rubber Joint System, 300mm dia, 0-5m run
m
hours
Hepsleve Rubber Joint System, 300mm dia, 5-30m run
m
Hepsleve Rubber Joint System, 300mm dia, over 30m run
DESCRIPTION
REMARKS Average
Fast
Slow
Average
Fast
-
0.0699
-
0.0893
0.0602
0.0332
-
-
0.1000
-
-
-
0.0800
-
14.30
-
-
0.0699
-
7.10
-
-
0.1408
-
9.10
-
-
0.1099
-
0.1205
0.1000
0.0725
-
-
0.1471
-
4.50
-
-
0.2222
-
5.50
-
-
0.1818
-
-
2.50
-
-
0.4000
-
hours
-
2.90
-
-
0.3448
-
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
-
11.20
8.30
16.60
30.10
10.00
13.80
PRODUCTION RATES
ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
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
-
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
-
DESCRIPTION
REMARKS Average
Fast
Slow
8.00
9.00
Average
Fast
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
0.2500
0.1818
0.1111
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Average
4.00
Fast
5.50
Slow
9.00
Average
Fast
Doors and Windows
Blockwork
PRODUCTION RATES
UNIT FOR QUANTITY
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR TIME
Slow
Setup small 2 hole system
days
-
-
-
Setup large 15 hole system
days
-
-
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Dewatering 10.00 -
8.00 21.00
6.00 -
Calculate system times per pump
pump
days
-
0.4000
-
-
2.50
-
Setup Recharge System
pump
days
-
0.2857
-
-
3.50
-
Tonnes
m3
-
2.50
-
-
0.4000
-
Remove & Cart away, Ceramic Wall Tiles
m2
hours
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
-
Demolition Weight, Structural Steel
2.00
2.50
3.40
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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
-
m
days
-
7.10
-
-
0.1408
-
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
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
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Decking Simple Universal Beam Steel Bridge, concrete bridge deck, grano cover
Cutting Switchboxes
Cutting Chases
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
no
hours
1.6667
3.3333
0.60
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Cutting Back Concrete Pile Caps, 50-300mm deep and 0.6m dia
-
-
0.30
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
0.0980
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
-
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
-
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
0.0870
Fast
-
Slow
Average
Fast
Curtain Walling
Concrete Placement
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
2.30
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
2.10 -
Fast
Slow
Average
Fast
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
-
-
-
-
m
-
16.40
-
-
-
-
degrees
-
17.00
-
-
-
Readymix Lorry, Turning Circle Readymix Lorry, Allowable Access Ramp Gradient
20.00
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Mixing Concrete, By Hand
m3
hours
-
Mixing Concrete, Single Drum Paddle Mixer
m3
hours
Mixing Concrete, Double Drum Paddle Mixer
m3
hours
Mixing Concrete, Single Drum Plant Pan Mixer
m3
hours
-
120.00
-
Mixing Concrete, Dry Mix Plant
m3
hours
-
90.00
-
Surface Finishing, Steel Float By Hand
m2
hours
9.20
13.90
Surface Finishing, Wood Float By Hand
m2
hours
11.70
17.20
Surface Finishing, Power Float
m2
hours
13.90
Surface Finishing, Light Brush on Trowel
m2
hours
Surface Finishing, Brush on Trowel Margin
m2
hours
Surface Finishing, Sprayed By Pump, expose aggregate
m2
Surface Finishing, Wire Brush, expose aggregate
DESCRIPTION
ITEM NO.
REMARKS Average
Fast 0.30
Slow
Fast
-
3.3333
-
210.00
0.0063
0.0056
0.0048
420.00
0.0032
0.0027
0.0024
-
0.0083
-
-
0.0111
-
25.00
0.1087
0.0719
0.0400
29.40
0.0855
0.0581
0.0340
20.80
37.00
0.0719
0.0481
0.0270
55.80
90.10
170.00
0.0179
0.0111
0.0059
28.80
48.50
85.00
0.0347
0.0206
0.0118
hours
65.00
95.00
145.00
0.0154
0.0105
0.0069
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
16.80
25.80
0.0676
0.0595
0.0388
Making Good Rubdown Precast Concrete, prepare, shutter, pour
m2
hours
-
0.0556
-
Making Good Scabble 3 head brush hammer, prepare, shutter, pour
m2
hours
73.80
0.0326
0.0168
0.0136
158.00
180.00
315.00
370.00
-
Average
Concrete Finishing
14.80 -
18.00 30.70
-
59.50
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
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Suspended Ceilings, office situations
m2
hours
-
2.60
-
0.3846
0.2857
Suspended Ceilings, First Fix
m2
hours
-
0.70
-
-
1.4286
-
Suspended Ceilings, Second Fix
m2
hours
-
1.20
-
-
0.8333
-
Windows, Softwood, 3.0-7.0m2
no
hours
1.6667
2.5000
3.3333
0.60
0.40
Windows, Softwood, 7.0-10.0m2
no
hours
0.7692
1.1111
1.6667
1.30
0.90
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
-
DESCRIPTION
ITEM NO.
REMARKS Average
Fast
Slow
Average
Fast
Ceiling Finishes 3.50
Carpentry Final Fixing 0.30 0.60 -
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
Skirting, Plastic, Adhesive Fixing
m
hours
-
Architrave Mouldings
m
hours
door
hours
m
hours
Glazed Bead Mouldings
m
hours
15.50
Hanging Doors, Softwood, Single Pair Butts
no
hours
0.7692
Hanging Doors, Hardwood, Single Pair Butts
no
hours
0.5263
Cut Mortice to Receive Lock, Softwood
no
hours
Cut Mortice to Receive Lock, Hardwood
no
hours
Cut & Fix Formica Bath Panel
no
Kitchen Cupboards, Floor Units
DESCRIPTION
ITEM NO.
PRODUCTION RATES (Time per Quantity) REMARKS
Average
Fast
Fast
-
0.1163
-
0.1053
0.0820
0.0549
25.00
0.0990
0.0592
0.0400
18.60
20.40
0.0645
0.0538
0.0490
1.1111
1.6667
1.30
0.90
0.60
0.8333
1.1111
1.90
1.20
0.90
-
5.0000
-
-
0.20
-
-
1.6667
-
-
0.60
-
hours
-
2.5000
-
-
0.40
-
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
Staircase, pre-made, 2 straight flights, 2 landings
no
hours
-
0.1587
-
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
-
Windows, Softwood, 1.0-3.0m2
no
hours
3.3333
5.0000
-
0.30
0.20
Raised Flooring, metal system
m2
hours
Windows, Timber Frames for Bricklaying
no
hours
0.9091
2.0000
Windows, Drill, Screw & Plug extra over
no
hours
3.3333
10.0000
-
Door Frames, Softwood, 1.0-3.0m2
no
hours
-
5.0000
-
Door Frames, Softwood, 3.0-7.0m2
no
hours
2.0000
2.5000
-
Door Frames, Softwood, 7.0-10.0m2
no
hours
0.8333
1.2500
-
Door Frames, Hardwood, 1.0-3.0m2
no
hours
-
3.3333
-
Door Frames, Hardwood, 3.0-7.0m2
no
hours
1.6667
3.3333
-
Door Stop Mouldings
9.50 -
12.20 0.8333
10.10
-
-
Average
18.20
Architrave, Fix to Doors
8.60
Slow
-
16.90
0.50
-
-
-
1.20
6.30
-
-
2.60 -
0.20 -
2.0000
-
Carpentry Carcassing 10.0000
1.10
0.50
0.30
0.10
-
0.20
-
0.50
0.40
-
1.20
0.80
-
0.30
-
0.30
-
-
0.60
0.10
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Door Frames, Hardwood, 7.0-10.0m2
no
hours
Erect Water Tank Platform
no
hours
-
2.30
-
-
Fix Studding For Bath
m
hours
-
10.00
-
Cut Access Hatch
no
hours
-
0.30
-
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
m2
hours
-
1.80
-
0.5556
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average 0.7143
Fast
1.0000
Slow -
Average 1.40
Fast 1.00
-
0.4348
-
-
0.10
-
-
3.3333
-
Carpentry & Joinery Formwork to Soffit of Manhole
-
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Formwork to Walls of Manhole
m2
hours
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average 11.20
Fast 14.20
Slow 20.20
Average
Fast
Bulk Excavation Excavation Bulking Factor, Sand/Soil
%
-
15.00
-
-
-
Excavation Bulking Factor, Gravel
%
-
33.00
-
20.00
-
-
-
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
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
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
0.50
1.10
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Breaking Out
-
3.60
-
Barrette Piles Rule of Thumb, overall rate by Mill
no
hours
2.0000
0.9091
0.8333
cage
hours
-
0.2500
-
Concreting barrette panels
m3
hours
40.00
50.00
55.00
Trimming top of barrette panels
no
days
-
0.4167
-
Concrete Testing, Coring Test
no
days
0.2500
0.2857
0.5000
Concrete Testing, Sonic Logging Test
no
days
-
1.4286
-
Fabricate reinforcement cages
-
4.00 0.0250
-
-
0.0200 2.40
4.00
1.20 0.0182 -
3.50 0.70
2.00 -
PRODUCTION RATES
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
-
Cycle Time, 5-20m deep
no
days
0.1250
0.2500
0.2500
8.00
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
-
2.00
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Basement Excavation
Bell Ground Anchors
Bored Piling
Move piling setup to next location
hours
-
4.00
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
-
PRODUCTION RATES
ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Slow
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 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
-
-
1.2500
-
DESCRIPTION
REMARKS Average
Fast
Slow
Average
Fast
Remove Obstruction, above water hand hammers
m
hours
-
0.80
-
Remove Obstruction, below water heavy chisel
m
hours
-
0.50
-
-
2.0000
-
hours
-
-
-
60.00
53.00
50.00
Concrete Plug, RCD off/tremmie/concrete/cure/RCD on Install air lift tremmie tube Fabricate reinforcement cages Install reinforcement cages
hours
-
-
-
-
5.00
-
cage
hours
-
0.4000
-
-
2.50
-
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
Concrete Testing, Sonic Logging Test
no
hours
-
0.4000
-
-
2.50
-
0.4545
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
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
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
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.
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
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
Figure 1.1 Breakeven Example for Excavation.
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
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
TABLE 1.1 Average daily total camp cost as the sum of the cost of walking time plus the cost of moving camp.
Days camp remained in location
1
Average daily Average daily Average total cost of cost of camp cost walking time moving camp 0 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
Figure 1.2 Costs for Camp Location Example.
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Excavate and Remove
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
-
m3
hours
-
260.00
-
Hydraulic Excavator, 0.3m3 bucket, Sand/Soil
m3
hours
5.60
7.10
Hydraulic Excavator, 0.3m3 bucket, Gravel Beds
m3
hours
4.80
6.10
Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk
m3
hours
4.80
Hydraulic Excavator, 0.3m3 bucket, Hard Ground
m3
hours
Hydraulic Excavator, 0.4m3 bucket, Sand/Soil
m3
Hydraulic Excavator, 0.4m3 bucket, Gravel Beds
Spoil conveyor, 600mm belt, 150m/min
-
0.0038
-
8.20
0.1786
0.1408
0.1220
7.30
0.2083
0.1639
0.1370
6.10
7.10
0.2083
0.1639
0.1408
9.70
5.40
6.40
0.1031
0.1852
0.1563
hours
20.50
25.00
29.20
0.0488
0.0400
0.0342
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
Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 5-50m to stockpile
m3
hours
13.90
20.40
25.00
0.0719
0.0490
0.0400
Crawler Shovel, 0.8m3 bucket, Sand/Soil, pushed 50-120m to stockpile
m3
hours
7.60
9.50
12.60
0.1316
0.1053
0.0794
Crawler Shovel, 0.8m3 bucket, Gravel, pushed 5-50m to stockpile
m3
hours
14.20
20.40
25.60
0.0704
0.0490
0.0391
Crawler Shovel, 0.8m3 bucket, Gravel, pushed 50-120m to stockpile
m3
hours
7.60
10.20
12.80
0.1316
0.0980
0.0781
Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 5-50m to stockpile
m3
hours
12.70
18.40
23.20
0.0787
0.0543
0.0431
Crawler Shovel, 0.8m3 bucket, Clay/Chalk, pushed 50-120m to stockpile
m3
hours
6.90
8.90
11.60
0.1449
0.1124
0.0862
Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 5-50m to stockpile
m3
hours
11.60
16.90
21.30
0.0862
0.0592
0.0469
Crawler Shovel, 0.8m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3
hours
6.30
8.20
10.40
0.1587
0.1220
0.0962
Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 5-50m to stockpile
m3
hours
23.80
28.50
35.70
0.0420
0.0351
0.0280
Crawler Shovel, 1.2m3 bucket, Sand/Soil, pushed 50-120m to stockpile
m3
hours
16.70
18.50
20.40
0.0599
0.0541
0.0490
Crawler Shovel, 1.2m3 bucket, Gravel, pushed 5-50m to stockpile
m3
hours
25.00
32.00
37.00
0.0400
0.0313
0.0270
Crawler Shovel, 1.2m3 bucket, Gravel, pushed 50-120m to stockpile
m3
hours
17.20
19.30
21.20
0.0581
0.0518
0.0472
Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 5-50m to stockpile
m3
hours
21.70
27.50
33.30
0.0461
0.0364
0.0300
Crawler Shovel, 1.2m3 bucket, Clay/Chalk, pushed 50-120m to stockpile
m3
hours
15.10
16.90
18.80
0.0662
0.0592
0.0532
Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 5-50m to stockpile
m3
hours
19.60
24.50
30.30
0.0510
0.0408
0.0330
Crawler Shovel, 1.2m3 bucket, Boulder Clay, pushed 50-120m to stockpile m3
hours
13.70
15.90
17.50
0.0730
0.0629
0.0571
Crawler Shovel, 0.6m3 bucket, 50-200m2, Sand/Soil
m3
hours
18.60
28.50
38.50
0.0538
0.0351
0.0260
Crawler Shovel, 0.6m3 bucket, over 200m2, Sand/Soil
m3
hours
24.40
37.20
50.00
0.0410
0.0269
0.0200
Trench Excavation
Spread and Level
55
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
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
20.00
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Small or Deep Excavation
Rock Tunnels Excavation, non explosive chemical method, cycle time
Bulk Excavation Excavation Bulking Factor, Sand/Soil
%
-
15.00
-
-
-
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
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
56
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
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
-
200.00
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Basement Excavation
Working Platforms
Tube and Fitting Platforms, striking
% x erect
-
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
3.3333
-
Brickwork Pinning, 2.0 brick thick
m2
hours
Wedge and Pin Method, 102mm wall
m
Wedge and Pin Method, 215mm wall Wedge and Pin Method, 317mm wall
0.10
0.30
-
10.0000
-
0.20
-
-
5.0000
-
hours
-
0.80
-
-
1.2500
-
m
hours
-
0.70
-
-
1.4286
-
m
hours
-
0.50
-
-
2.0000
-
Erect and Setup 50m gib
days
-
-
-
-
11.00
Dismantle 50m gib
days
-
-
-
-
10.00
-
Tower Cranes
Lifting, Reinforcement Bins and Cages, 1st 15m lift Lifting, Reinforcement Bins and Cages, above 1st 15m lift Lifting, Crane Tracking Time
7.50
lift
mins
-
-
-
-
3.20
-
15m
mins
-
-
-
-
0.50
-
m
seconds
-
-
-
-
3.30
-
57
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
m
days
3.80
4.50
6.40
0.2632
0.2222
0.1563
m
days
1.80
2.50
3.40
0.5556
0.4000
0.2941
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
-
Vibro/Drop Hammer, 10m deep Sand
m
days
-
Vibro/Drop Hammer, 35m deep Sand
m
days
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Soil Mix Walls Three Auger Drill, cement and cure
Slurry Mix Walls Crane grab, cement/bentonite and sheet piles
Site Clearance
Sheet Piling
3.50
55.00
60.00
-
0.0182
0.0167
32.00
10.50
0.2857
0.0313
0.0952
-
12.00
-
4.00
3.00
Secant Piling Construct 30m dia cofferdam, 255 piles/concrete base
weeks
-
-
-
Rule of Thumb Site Investigation Pre Drilling
no.
days
Ground Excavation, Hydraulic Backhoe
m3
days
Bored Piling, 25-70m deep
no.
days
Formwork Fixing
0.2000 -
0.2500 50.00
0.1000
0.3333 -
0.1250
5.00 -
0.1667
10.00
0.0200 8.00
6.00
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
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
-
58
7.00
12.00
17.50
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
m2
hours
-
1.50
-
Drill 30m shaft
hours
-
-
-
-
7.00
-
Install strands/setup anchor
hours
-
-
-
-
6.00
-
Grout in strands
hours
-
-
-
-
2.00
-
DESCRIPTION
ITEM NO. Ceramic Wall Tiling
REMARKS Slow
Average
Fast
Slow
Average -
Fast
0.6667
-
Removable Anchors
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
-
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
-
-
25.00
-
-
-
-
Excavation, London Clay, Circulation Halls
Insitu Permanent Lining, extra over excavate/lining time to allow for permanent %lining
-
-
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
-
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
-
Fencing Works
59
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
Setup small 2 hole system
days
-
-
-
Setup large 15 hole system
days
-
-
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Dewatering 10.00 -
8.00 21.00
6.00 -
Calculate system times per pump
pump
days
-
0.4000
-
-
2.50
-
Setup Recharge System
pump
days
-
0.2857
-
-
3.50
-
-
2.50
-
Demolition Weight, Structural Steel
Tonnes
m3
Remove & Cart away, Ceramic Wall Tiles
m2
hours
-
0.4000
-
0.5000
0.4000
0.2941
Remove & Cart away, Wallpaper, 1 layer
m2
hours
-
8.70
Remove & Cart away, Wallpaper, 2 layers
m2
hours
-
7.10
-
-
0.1149
-
-
-
0.1408
Remove & Cart away, Wallpaper, 3 layers
m2
hours
-
5.70
-
-
-
0.1754
Remove & Cart away, Lathe and Plaster Ceilings
m2
hours
-
5.00
0.3125
0.2174
0.2000
Remove & Cart away, Plaster to Walls
m2
hours
Remove & Cart away, External Render
m2
hours
-
3.90
-
5.90
0.4762
0.3226
0.1695
-
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
-
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
2.00
2.50
3.20
4.60
2.10
3.10
3.40
Breaking Out
60
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
Tarmac roadway 150mm thick
m3
hours
-
0.2778
-
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
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
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
-
0.0500
-
Bentonite Sheets, horizontal surfaces
m2
hours
31.30
0.0535
0.0400
0.0319
Bentonite Sheets, vertical surfaces
m2
hours
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
-
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
5.70
0.2778
0.2174
0.1754
Ballasted Track, in Mainline
m
days
115.00
0.0175
0.0141
0.0087
Ballasted Track, in Depot
m
days
-
0.0357
-
Non-Ballasted Track, in Depot
m
days
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
-
no
days
-
0.8333
-
-
1.2000
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
-
Fast
3.60
1.70 -
Site Investigation
Waterproofing
-
20.00 18.70
25.00
11.20
15.00
-
Trackwork
3.60
4.60
57.00
71.00
-
28.00 8.50
-
12.80
17.40
Structural Steelwork Simple Universal Beam Steel Bridge, erect support steel H frames
61
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
m
days
-
3.30
-
-
0.3030
-
Horizontal heavy duty strutting
no
days
-
0.5000
-
-
2.00
-
Diagonal heavy duty strutting
no
days
-
0.1667
-
-
6.00
-
-
DESCRIPTION
ITEM NO.
Simple Universal Beam Steel Bridge, erect 15m truss
REMARKS Slow
Average
Fast
Slow
Average
Fast
Steel Strutting
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
-
-
-
Walls, Concrete m3 x Ratio = Rebar Tonnes
% ratio
14.70
15.00
-
-
-
28.70 -
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
#VALUE!
0.0372
29.50
28.4
26.90
Beams/Columns, steelfixing, 12mm
tonne
hours
0.0427
0.0446
0.0457
23.40
22.40
21.90
Beams/Columns, steelfixing, 16mm
tonne
hours
0.0602
0.0633
0.0662
16.60
15.80
15.10
Beams/Columns, steelfixing, 20mm
tonne
hours
0.0806
0.0840
0.0885
12.40
11.90
11.30
Beams/Columns, steelfixing, 25mm
tonne
hours
0.1010
0.1087
0.1149
9.90
9.20
8.70
Beams/Columns, steelfixing, 32mm
tonne
hours
0.1471
0.1515
0.1613
6.80
6.60
6.20
Beams/Columns, steelfixing, 40mm
tonne
hours
0.1639
0.1695
0.1786
6.10
5.90
5.60
Beams/Columns, steelfixing, 50mm
tonne
hours
0.1639
0.1695
0.1786
6.10
5.90
5.60
Walls, steelfixing, 6mm
tonne
hours
0.0243
0.0245
0.0256
41.20
40.80
39.10
Walls, steelfixing, 8mm
tonne
hours
0.0342
0.0350
0.0365
29.20
28.60
27.40
Walls, steelfixing, 10mm
tonne
hours
0.0441
0.0455
0.0472
22.70
22.00
21.20
Walls, steelfixing, 12mm
tonne
hours
0.0568
0.0578
0.0592
17.60
17.30
16.90
Walls, steelfixing, 16mm
tonne
hours
0.0806
0.0820
0.0847
12.40
12.20
11.80
Walls, steelfixing, 20mm
tonne
hours
0.1064
0.1087
0.1149
9.40
9.20
8.70
Walls, steelfixing, 25mm
tonne
hours
0.1351
0.1389
0.1429
7.40
7.20
7.00
Walls, steelfixing, 32mm
tonne
hours
0.1429
0.1471
0.1563
7.00
6.80
6.40
Walls, steelfixing, 40mm
tonne
hours
0.1563
0.1639
0.1695
6.40
6.10
5.90
Walls, steelfixing, 50mm
tonne
hours
0.1887
0.1961
0.2083
5.30
5.10
4.80
Staircases, steelfixing, 6mm
tonne
hours
0.0204
0.0208
0.0220
48.90
48.00
45.50
Staircases, steelfixing, 8mm
tonne
hours
0.0291
0.0298
0.0313
34.40
33.60
31.90
Staircases, steelfixing, 10mm
tonne
hours
0.0376
0.0388
0.0412
26.60
25.80
24.30
Staircases, steelfixing, 12mm
tonne
hours
0.0478
0.0490
0.0513
20.90
20.40
19.50
Staircases, steelfixing, 16mm
tonne
hours
0.0685
0.0694
0.0725
14.60
14.40
13.80
62
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
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, 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
-
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
Land Drains
Formwork
63
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
Staircases, Stair Soffit, Sloping
m2
hours
0.70
0.80
1.00
Staircases, Stair Soffit, Flat Landing
m2
hours
0.80
0.90
1.20
Staircases, Wall Strings
m2
hours
0.40
0.60
-
Staircases, Open Strings
m2
hours
0.70
0.80
-
Staircases, Riser Boards fixed to strings
m2
hours
-
Staircases, Risers fixed to Strings
m2
hours
-
Waffle Flooring, 2.4m grid
m2
hours
Shaft Slip Forming
mm
hours
Table Form, Aluminum System, 400m2 bays
m2
hours
Table Form, H-Frame Steel Falsework, 400m2 bays
m2
hours
Tunnel Forms, Wall and Slab poured as one
m2
hours
Hollorib Decking, lay deck
m2
Hollorib Decking, shear connecting studs
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
Fast
Slow
Average
Fast
2.50
3.50
1.4286
1.2500
1.0000
1.2500
1.1111
0.8333
2.5000
1.6667
-
1.4286
1.2500
-
-
0.4000
0.3571
2.50
2.80
2.30
2.60
-
0.4348
0.3846
1.40
1.80
0.9091
0.7143
0.5556
300.00
500.00
-
0.0033
0.0020
2.10
3.20
3.80
0.4762
0.3125
0.2632
1.90
3.00
3.50
0.5263
0.3333
0.2857
-
15.60
17.50
-
0.0641
0.0571
hours
-
43.50
47.50
-
0.0230
0.0211
m2
hours
-
29.30
31.20
-
0.0341
0.0321
Stop Ends, no perforations
m2
hours
2.80
3.50
4.20
0.3571
0.2857
0.2381
Stop Ends, minor perforations
m2
hours
1.20
1.50
1.90
0.8333
0.6667
0.5263
Stop Ends, dense perforations
m2
hours
0.90
1.10
1.40
1.1111
0.9091
0.7143
Box Outs, 0.01-0.05m2
no
hours
7.60
8.20
9.10
0.1316
0.1220
0.1099
Box Outs, over 0.05m2
no
hours
3.10
3.90
4.50
0.3226
0.2564
0.2222
Dummy Frames, under 3.0m2
no
hours
4.50
6.20
7.10
0.2222
0.1613
0.1408
Dummy Frames, over 3.0m2
no
hours
3.10
3.70
4.50
0.3226
0.2703
0.2222
m
days
-
0.1408
-
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
1.10 -
Decking Simple Universal Beam Steel Bridge, concrete bridge deck, grano cover
-
7.10
-
Cutting Switchboxes
64
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Cutting Chases
Cutting Back
65
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
2.30
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Concrete Placement
-
2.10 -
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
-
-
-
-
m
-
16.40
-
-
-
-
degrees
-
17.00
-
-
-
-
0.30
-
3.3333
-
210.00
0.0063
0.0056
0.0048
420.00
Readymix Lorry, Turning Circle Readymix Lorry, Allowable Access Ramp Gradient
20.00
Mixing Concrete, By Hand
m3
hours
Mixing Concrete, Single Drum Paddle Mixer
m3
hours
Mixing Concrete, Double Drum Paddle Mixer
m3
hours
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
-
158.00
180.00
315.00
370.00
-
Barrette Piles Rule of Thumb, overall rate by Mill
no
hours
2.0000
0.9091
0.8333
cage
hours
-
0.2500
-
Concreting barrette panels
m3
hours
40.00
50.00
55.00
Trimming top of barrette panels
no
days
-
0.4167
-
Concrete Testing, Coring Test
no
days
0.2500
0.2857
0.5000
Concrete Testing, Sonic Logging Test
no
days
-
1.4286
-
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
-
Fabricate reinforcement cages
0.50 -
1.10 4.00
0.0250 -
0.0200 2.40
4.00 -
1.20 0.0182 -
3.50 0.70
2.00 -
Bell Ground Anchors
66
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Cycle Time, 5-20m deep
no
days
0.1250
0.2500
0.2500
8.00
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
-
2.00
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Bored Piling
Move piling setup to next location
hours
-
4.00
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 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
-
hours
-
-
-
60.00
53.00
50.00
Concrete Plug, RCD off/tremmie/concrete/cure/RCD on Install air lift tremmie tube
hours
-
-
-
-
5.00
-
cage
hours
-
0.4000
-
-
2.50
-
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
-
Fabricate reinforcement cages Install reinforcement cages
Concrete Testing, Coring Test
m
hours
-
3.20
2.20
-
0.3125
Concrete Testing, Sonic Logging Test
no
hours
-
0.4000
-
-
2.50
-
0.4545
Concrete Testing, Vibration Test
no
hours
-
0.1538
-
-
6.50
-
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
Timber Frames
67
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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 Frame and Roof Members
Tons
days
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Steel Frames 3.40
-
4.60
Slates and Tiling
68
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Tiled Roofs, Concrete Tiles
m2
days
-
52.00
-
-
0.0192
-
Tiled Roofs, Clay Pan Tiles
m2
days
-
26.00
-
-
0.0385
-
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
-
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
-
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
-
Mosaic Tiling, 0.045x0.045m
no
hours
-
1.10
-
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
-
-
-
0.0080
-
Ceramic Tiles, Grouting Works
m2
hours
2.20
2.50
2.60
0.4545
0.4000
0.3846
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
-
0.5556
-
Fix Curved Stone Cladding
m2
days
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
0.1449
0.0962
0.0820
Granite Wall Panels, First Fix
m2
hours
-
0.7692
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Sheeted Roofs
Flat and Layered Roofs
Wallpapering
Wall Finishes 1.50
125.00
Stonework
69
-
1.80 6.90
6.90 -
-
8.00
-
10.40 1.30
12.20 -
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
UNIT FOR QUANTITY
UNIT FOR TIME
m2
hours
-
1.10
Sand/Cement Floor Screed, 15-20mm thick
m2
hours
-
4.80
Sand/Cement Floor Screed, 20-30mm thick
m2
hours
-
4.60
Sand/Cement Floor Screed, 30-40mm thick
m2
hours
3.20
Sand/Cement Floor Screed, 40-50mm thick
m2
hours
2.00
Sand/Cement Floor Screed, 50-65mm thick
m2
hours
Sand/Cement Floor Screed, 65-100mm thick
m2
Fix/Setout Screed Battens
DESCRIPTION
ITEM NO.
Granite Wall Panels, Second Fix
PRODUCTION RATES (Time per Quantity) REMARKS
Slow
Average
Fast
Slow
-
Average
Fast
-
0.9091
-
5.70
-
0.2083
0.1754
5.50
-
0.2174
0.1818
4.20
5.30
0.3125
0.2381
0.1887
3.80
5.20
0.5000
0.2632
0.1923
-
3.30
3.90
-
0.3030
0.2564
hours
-
3.00
3.60
-
0.3333
0.2778
m
hours
-
10.00
-
-
0.1000
-
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
-
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
-
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
-
0.2000
-
Skimming (topcoat), Internal Walls under 2.5m high
m2
hours
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
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
-
Screeding
Restoration Works
Rendering
-
Plastering
-
5.00 6.10
-
6.70
Plasterboard
Partitioning 70
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
-
Fast
Slow
Average
Fast
Painting
71
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
-
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
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
-
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
-
Fast
Slow
Average
Fast
Landscaping
Kerbs & Paving
0.90
1.30
Floor Finishes
72
-
-
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
-
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
-
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
-
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
16.80
25.80
0.0676
0.0595
0.0388
Making Good Rubdown Precast Concrete, prepare, shutter, pour
m2
hours
-
0.0556
-
Making Good Scabble 3 head brush hammer, prepare, shutter, pour
m2
hours
0.0326
0.0168
0.0136
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Doors and Windows
Blockwork
Curtain Walling
Concrete Finishing
73
14.80 -
18.00 30.70
59.50
73.80
PRODUCTION RATES DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
UNIT FOR TIME
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity) REMARKS
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
-
0.3846
0.2857
Suspended Ceilings, First Fix
m2
hours
-
0.70
-
3.50
-
1.4286
-
Suspended Ceilings, Second Fix
m2
hours
-
1.20
-
-
0.8333
-
Windows, Softwood, 3.0-7.0m2
no
hours
1.6667
2.5000
3.3333
0.60
0.40
Windows, Softwood, 7.0-10.0m2
no
hours
0.7692
1.1111
1.6667
1.30
0.90
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
Windows, Hardwood, 7.0-10.0m2
no
hours
0.6250
0.8333
1.4286
1.60
1.20
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
18.20
0.1053
0.0820
0.0549
door
hours
m
hours
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
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
Staircase, pre-made, 2 straight flights, 2 landings
no
hours
-
0.1587
-
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
Carpentry Final Fixing
Architrave, Fix to Doors Door Stop Mouldings
74
9.50 -
12.20 0.8333
10.10
16.90
-
-
-
0.30 0.60 0.40 0.70 -
1.20
6.30
-
0.90
2.60 -
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
Windows, Softwood, 1.0-3.0m2
no
hours
Raised Flooring, metal system
m2
hours
Windows, Timber Frames for Bricklaying
no
hours
0.9091
2.0000
Windows, Drill, Screw & Plug extra over
no
hours
3.3333
10.0000
-
Door Frames, Softwood, 1.0-3.0m2
no
hours
-
5.0000
-
Door Frames, Softwood, 3.0-7.0m2
no
hours
2.0000
2.5000
-
0.50
Door Frames, Softwood, 7.0-10.0m2
no
hours
0.8333
1.2500
-
1.20
Door Frames, Hardwood, 1.0-3.0m2
no
hours
-
3.3333
-
Door Frames, Hardwood, 3.0-7.0m2
no
hours
1.6667
3.3333
-
Door Frames, Hardwood, 7.0-10.0m2
no
hours
0.7143
1.0000
-
Erect Water Tank Platform
no
hours
-
2.30
-
Fix Studding For Bath
m
hours
-
10.00
Cut Access Hatch
no
hours
-
0.30
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
Formwork to Soffit of Manhole
m2
hours
-
-
0.5556
-
Formwork to Walls of Manhole
m2
hours
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
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
3.3333 -
Fast
5.0000 0.50
Slow -
Average 0.30
-
-
0.20
Fast -
2.0000
-
Carpentry Carcassing 10.0000
1.10
0.50
0.30
0.10
-
0.20
-
0.40
-
0.80
-
0.30
-
0.60
0.30
-
1.40
1.00
-
-
0.4348
-
-
-
0.10
-
-
-
3.3333
-
-
-
0.10
Carpentry & Joinery 1.80 11.20
-
14.20
Power Supply
75
PRODUCTION RATES DESCRIPTION
ITEM NO.
UNIT FOR QUANTITY
UNIT FOR TIME
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity) REMARKS
Slow
Average
Fast
Slow
Average
Fast
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
Trackside Cabling Terminations, 6 men
days
2,100.00
-
-
0.0005
-
-
days
-
-
-
-
1.0
Railway Station 1st Fix
wks
-
-
-
-
38.0
-
Railway Station 2nd Fix
wks
-
-
-
-
16.0
-
Railway Station T&C
wks
-
-
-
-
8.0
-
Electrical System
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
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
-
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
-
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
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
-
0.70
Rainwater Works
Manholes and Gulleys
76
3.33
1.6667
0.83
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
Truss type, Overall Installation (excl arch finishes)
wks
-
-
-
14.00
12.00
11.00
Truss type, Manufacture, test and deliver
wks
-
-
-
-
60.00
Truss type, Phase A assemble truss , position/level
wks
-
-
-
-
1.00
Truss type, Stop-Work for surrounding finishes
wks
-
-
-
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
-
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
Fast
Slow
Average
Fast
Lift Installation
Escalators
8.00
48.00 -
6.00
4.00
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
-
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
-
77
PRODUCTION RATES ITEM NO.
PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
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
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
-
DESCRIPTION
78
REMARKS Slow
Average
11.20
8.30
Fast
16.60
30.10
10.00
13.80
Slow
Average
Fast
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
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
-
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
0.2500
0.1818
0.1111
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
-
Spread & Compact Production = 30m3/hr
m3
hours
30.00
-
0.0333
-
Trimming Production = 250m2/hr
m2
hours
250.00
-
0.0040
-
Spread & Compact Production = 50m3/hr
m3
hours
50.00
-
0.0200
-
Trimming Production = 350m2/hr
m2
hours
350.00
-
0.0029
-
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
DESCRIPTION
ITEM NO.
REMARKS Slow
Average
4.00
5.50
Fast
Slow
8.00
9.00
9.00
Average
Fast
Concrete Road surfacing
Basecourse Production Rates Urban environment:
Rural environment:
Ground Compaction
79
PRODUCTION RATES PRODUCTION RATES (Qty per Time)
PRODUCTION RATES (Time per Quantity)
UNIT FOR QUANTITY
UNIT FOR TIME
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
-
DESCRIPTION
ITEM NO.
80
REMARKS Slow
Average
Fast
Slow
Average
Fast
PRODUCTION RATES DESCRIPTION
ITEM NO.
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
43.0
Timber Frames
13
44.0
Steel Frames
14
81 of 84
PRODUCTION RATES DESCRIPTION
ITEM NO.
PAGE NO.
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
82 of 84
PRODUCTION RATES Table of Contents DESCRIPTION
ITEM NO.
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
15.0
Partitioning
16
16.0
Plasterboard
16
83 of 84
PRODUCTION RATES Table of Contents DESCRIPTION
ITEM NO.
PAGE NO.
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
84 of 84
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